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Небесная энциклопедия

Космические корабли и станции, автоматические КА и методы их проектирования, бортовые комплексы управления, системы и средства жизнеобеспечения, особенности технологии производства ракетно-космических систем

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Мониторинг СМИ

Мониторинг СМИ и социальных сетей. Сканирование интернета, новостных сайтов, специализированных контентных площадок на базе мессенджеров. Гибкие настройки фильтров и первоначальных источников.

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Поддерживает ввод нескольких поисковых фраз (по одной на строку). При поиске обеспечивает поддержку морфологии русского и английского языка
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Применить Всего найдено 1920. Отображено 100.
10-01-2013 дата публикации

Composite joist floor system

Номер: US20130008112A1
Автор: David Lee Samuelson, Glenn Wayne Studebaker, Lionel Edward Dayton
Принадлежит: Nucor Corp

The composite joist floor system includes joists supported by supporting members. Corrugated steel decking is positioned over the joists such that the corrugations are substantially perpendicular to the joists. Self-drilling, self-tapping, stand-off screws are spaced along the length of the joist, aligned with the deck corrugations. These stand-off screws provide the required shear transfer between the joist and concrete slab to form a composite floor system. The placed concrete encapsulates the upper non-threaded shank portions of the stand-off screws and the end of the joists. After the concrete has cured, the resultant system comprised of steel joists, steel decking, stand-off screws, and concrete, act together to form a composite system with greater load carrying capacity and less vertical deflection. The stand-off screws connect the joist upper chords to the concrete slab allowing the joist and concrete slab to act as a unit, by transferring shear between the two joined components.

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Номер записи: 1
02-01-2014 дата публикации

Composite joist floor system

Номер: US20140000206A1
Автор: David Lee Samuelson, Glenn Wayne Studebaker, Lionel Edward Dayton
Принадлежит: Nucor Corp

Embodiments of the present invention provide systems for connecting a flooring system to a vertical wall. In one embodiment the building structure includes a floor comprising a cementitious slab and a wall supporting at least a portion of the cementitious slab. A plurality of stand-off screws extend from the top of the wall into the cementitious slab and are configured to transfer forces between the cementitious slab and the wall. The stand-off screws comprise a lower screw portion and an upper stand-off portion. The lower screw portion is drilled into the top of the wall, and the upper stand-off portion extends above the top of the wall and is encapsulated within the cementitious slab. In some embodiments, at least a portion of the lower screw portion is heat treated to a higher degree of hardness relative to the remainder of the stand-off screw.

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Номер записи: 2
06-01-2022 дата публикации

SYSTEM AND METHOD FOR MODULAR CONSTRUCTION

Номер: US20220002991A1
Автор: Austin Douglas, Isaacs Scott, Newnham Darrin
Принадлежит:

A building module for use in construction of a building comprising a deck oriented in a horizontal plane and a plurality of hollow structural members extending downwardly from around a periphery of the deck. A method of constructing a building comprising placing a plurality of prefabricated modules according to a floor plan to form a story of the building, pouring concrete into the hollow structural members of the plurality of modules to form structural columns, pouring concrete onto the decks of the plurality of prefabricated modules for form structural slabs, and allowing the structural columns and structural slabs to set to complete the story of the building. Embodiments include a plurality of techniques for sealing adjacent prefabricated modules and for installing a balcony on the prefabricated modules. 1. A building module for use in construction of a building , the module comprising:a deck oriented in a horizontal plane; anda plurality of hollow structural members extending downwardly from around a periphery of the deck, wherein the deck is configured to support and engage concrete poured onto the deck.2. The building module of wherein the deck comprises one or more reinforcement members attached thereto and configured to provide structural support for a slab of set concrete formed on top of the deck.3. A building comprising:at least one deck oriented in a horizontal plane;a plurality of prefabricated modules disposed above and below the deck;a plurality of hollow structural members extending downwardly from around the periphery of each prefabricated module; anda gasket disposed between adjacent prefabricated modules, wherein the gasket includes an enclosure containing a two-part expanding foam and a manually actuated mechanism that when pulled manually causes the two-part expanding foam to expand, thereby creating a seal between the two adjacent prefabricated modules.4. The building according to wherein the gasket is attached to one of the vertical structural ...

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Номер записи: 3
06-01-2022 дата публикации

Modular concrete building block and methods

Номер: US20220002994A1
Автор: Jonathan M. SCHLUETER, Robert Brian Burnquist
Принадлежит: Anchor Wall Systems Inc

A concrete block includes first, second, third, fourth, fifth, and sixth planar faces. The first and second faces are generally parallel, and the distance between the first and second faces define a thickness of the first block; the third and fourth faces are parallel to each other and perpendicular to the first and second faces; the fifth face is perpendicular to the first, second, third, and fourth faces; the sixth face: extends perpendicular to the third face; extends toward the fourth face and ends at a non-planar remainder section; is parallel to the fifth face; is contained in a plane that intersects a plane containing the third face; and a distance from the intersection to the remainder section is at least as long as the thickness of the first block; and the remainder section extends between the sixth face and the fourth face and has a shape such that when a second block of the same construction as the first block has its remainder section engaged against the remainder section of first block, the remainder sections of the first and second blocks mate.

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Номер записи: 4
06-01-2022 дата публикации

Structural building panels and panel components, panel assemblies, methods of making, and methods of using

Номер: US20220002997A1
Автор: Millis Michael Justin, Schiffmann Gerhard P., Schiffmann Glenn P.
Принадлежит:

Light weight fiber-reinforced polymeric structural building panels and methods; sized, configured for fabrication of non-portable wall structures permanently fixed to natural base. The panel main body, and studs, can be fabricated separately, then assembled to each other to complete panel fabrication. Methods for making the main body are hand lay-up, or pultrusion. Studs are typically pultruded, and subsequently prepared having consistent thickness, flat surface, across the width of the stud end wall which is to be mounted to the main body. Foam blocks are between inner and outer layers of the panel. Foam blocks can be prepared in block clusters before assembly to the main body. In the main body, a fibrous layer is between each pair of next adjacent foam blocks. Intercostals extend “y” and “z” dimensions transverse to the length of the main body. Studs can be mounted to the main body using adhesive, mechanical fasteners, or both. 2. A fiber-reinforced polymeric structural building panel as in claim 1 , said first stud end wall having been subjected to a post-fabrication roughening procedure thereby enhancing receptivity of said first stud end wall to chemical adhesion to said main body.3. A fiber-reinforced polymeric structural building panel as in claim 2 , at least one remaining one of said stud walls having a maximum thickness across a width thereof at least 10 percent greater claim 2 , and up to at least 60 percent greater claim 2 , than the thickness of said first stud end wall.4. A building panel as in claim 1 , said studs being secured to said main body by adhesive.5. A building panel as in claim 1 , said studs being secured to said main body by mechanical fasteners.6. A building panel as in claim 1 , said studs being secured to said main body by a combination of adhesive and mechanical fasteners.7. A building panel as in claim 6 , said mechanical fasteners comprising first and second fasteners accessing said first stud end wall through opposing open ends of ...

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Номер записи: 5
07-01-2021 дата публикации

FIRE-RETARDANT THERMALLY INSULATING LAMINATE

Номер: US20210001604A1
Автор: Beach Mark W., Soni Piyush, Stewart Gregory T., Survadevara Kali Ananth
Принадлежит:

A fire-retardant laminate consists of a metallic foil having first and second surfaces, a primer layer having first and second surfaces, the first surface of the primer layer being attached to the first surface of the metallic foil and a fire-retardant coating applied on the second surface of the primer layer, wherein the fire-retardant coating comprises an aromatic isocyanate component, a polyol component and an intumescent component. 1. A fire-retardant laminate , comprising a metallic foil having first and second surfaces , a primer layer having first and second surfaces , the first surface of the primer layer being attached to the first surface of the metallic foil and a fire-retardant coating applied on the second surface of the primer layer , wherein the fire-retardant coating comprises an aromatic isocyanate component , a polyol component and an intumescent component.2. The fire-retardant laminate of claim 1 , wherein the aromatic isocyanate component is present in a quantity ranging from about 10% to about 30% by weight of the coating.3. The fire-retardant laminate of claim 1 , wherein the polyol component is present in a quantity ranging from about 20% to about 60% by weight of the coating.4. The fire-retardant laminate claim 1 , of claim 1 , wherein the intumescent component is present in a quantity ranging from about 1% to about 40% by weight of the total coating.5. The fire-retardant laminate claim 1 , of claim 1 , wherein the polyol component is an aromatic polyol claim 1 , an aliphatic polyol or a combination thereof.6. The fire-retardant laminate of claim 5 , wherein the polyol component is selected from the group consisting of naturally derived polyol claim 5 , polyether polyol claim 5 , polyester polyol claim 5 , or a combination thereof.7. The fire-retardant laminate of claim 5 , wherein the polyol component is a naturally derived polyol selected from the group consisting of castor oil claim 5 , oxidized soybean oil claim 5 , or a combination ...

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Номер записи: 6
03-01-2019 дата публикации

Assembly for Lifting or Supporting a Load, and Members and Connectors for Use in Same

Номер: US20190002246A1
Автор: Spronken John Rene
Принадлежит:

Provided herein is an assembly for carrying or supporting a load. The assembly comprises a plurality of members connectable in an assembled arrangement for carrying or supporting the load. Each member comprises a first end and a second end, at least one of the first end and the second end has a pair of connecting members comprising two lugs that each has defined therein two holes. The lugs are configured for alignment with a corresponding pair of lugs formed on another member in the assembly. Fasteners extend through the holes formed in the lugs when the holes are aligned. Further provided are members for use in the assembly and connector elements for attaching two or more members in the assembly. 1. An assembly comprising:a plurality of members connectable in an assembled arrangement for supporting, carrying or distributing a load;each member comprising an end having two connecting members, each connecting member comprising two lugs, each lug having a hole therethrough; a first pair of the lugs of the connecting members are located proximate to opposing edges of the end of the member and a second pair of the lugs of the connecting members are vertically spaced from the first pair with each lug in the second pair being horizontally offset from the respective opposing edge of the end of the member, the first and second pair of lugs are each symmetrically arranged about a center line of the end of the member;which pair of connecting members are configured for interconnection when inverted 180 degrees about the longitudinal axis of connecting member with a corresponding pair of identically arranged connecting members formed on another member in said assembly for connection thereto; andfasteners that each comprise a shaft that extend through the holes formed in said lugs when the holes in the lugs of each pair of connecting members are aligned with the holes in the lugs of the corresponding pair of connecting members on the other member.2. The assembly of claim 1 , ...

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Номер записи: 7
05-01-2017 дата публикации

PRECAST MODULAR CONCRETE WALL PANEL, SYSTEM THEREOF, AND METHOD OF CONSTRUCTION

Номер: US20170002558A1
Автор: HOU Jianqun, WU Yazhi
Принадлежит:

The present invention provided a precast modular concrete wall panel having a rectangular wall body with an upper slot and two side slots, and the wall body can further include an insulating layer and a decorative layer, and can contain a sandwich layer embedded in the concrete structure. The wall panels may be used with wall columns, wall corners and other components to form a wall panel system and further to form a building of frame structure or frame-share wall structure. Such wall panels have advantageous structural features and thus can be cost effectively prefabricated, and the construction process using such panel system can be performed with high efficiency. 1. A precast modular concrete wall panel , comprising:a rectangular body, having a first face and a second face, an upper end and a lower end, and a first side and a second side, wherein an upper slot is formed along the upper end, and a first and second side slots are respectively formed along the first and second sides, and the body has a concrete structure with a plurality of steel bars therein for reinforcement, wherein the upper slot runs through the entire length of the upper end, the side slots run through the entire length of the sides, respectively, such that the upper slot is connected to each of the side slots.2. The precast modular concrete wall panel of claim 1 , further comprising:an insulating layer attached on the second face; anda decorative layer attached on the insulating layer.3. The precast modular concrete wall panel of claim 1 , further comprising:a sandwich layer, embedded in the concrete structure between the first face and the second face; a plurality of longitudinal dovetail groves being formed in two faces of the sandwich layer; and the sandwich layer being formed of lightweight materials.4. The precast modular concrete wall panel of claim 1 , wherein the upper slot is greater in depth of slot comparing to the side slots.5. The precast modular concrete wall panel of claim 1 , ...

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Номер записи: 8
07-01-2016 дата публикации

COMPRESSION TRANSFER MEMBER

Номер: US20160002920A1
Автор: Dixon Darryl E., Seshappa Venkatesh
Принадлежит: Composite Technologies Corporation

Provided is a compression member for a thermally broken connector assembly, such as for a balcony. In one embodiment, the compression member includes an elongated body which extends into first and second independent concrete structural elements. The elongated body includes a cross-section. The cross-section may include at least two independent rounded surfaces. The cross-section may include at least one corner, which may be rounded. The cross-section may further include at least one leg. The first and second independent concrete structural elements may extend in horizontal planes when the independent concrete structural elements are in their service position. The compression member transfers compression forces between the first and second independent concrete structural elements. Furthermore, the compression member may be independent of the internal reinforcing, or rebar, of one or both independent concrete structural elements. 1. A compression member for concrete comprising:an elongated body extending into first and second independent concrete structural elements;said elongated body having a cross-section including at least two independent rounded surfaces;said first and second independent concrete structural elements extending in horizontal planes when said independent concrete structural elements are in their service positions; andsaid compression member transfers compression forces between said first and second independent concrete structural elements.2. The compression member of wherein said compression member is independent of an internal reinforcing network in at least one of said first and second concrete structural elements.3. The compression member of wherein said compression member is independent of said internal reinforcing network in both of said first and second concrete structural elements.4. The compression member of wherein said cross-section further includes at least one corner.5. The compression member of wherein said corner is rounded.6. The ...

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Номер записи: 9
04-01-2018 дата публикации

CONNECTION STRUCTURE OF COLUMN AND BEAM AND METHOD FOR CONNECTING COLUMN AND BEAM

Номер: US20180002913A1
Автор: ITOH Michio, KITANO Takashi, OBA Shuji
Принадлежит: SENQCIA CORPORATION

A pair of outer diaphragms (), () is connected to a column (). The outer diaphragms () and () include female screws () formed in a direction so as to be put between an end plate () and the column (). The end plate () is connected by welding to the end faces of an upper flange part (), a lower flange part (), and the web of a beam (). On upper and lower projecting parts of the end plate (), bolt holes are formed at the positions that correspond to the female screws () of the outer diaphragms () and (). The bolts (), which are in a direction parallel to the longitudinal direction of the beam (), connect the end plate () to the outer diaphragms () and (). 1. A connection structure for a column and a beam comprising:outer diaphragms that are connected to different vertical heights of outer faces of the column relative to one another; anda first beam of which an end face is connected with a first end plate, wherein:female screws are formed on the outer diaphragms in a direction so as to be put between the first end plate and the column;bolt holes are formed on the first end plate at positions that correspond to the female screws on the outer diaphragms;bolts in a direction parallel to a longitudinal direction of the first beam connect the first end plate with the outer diaphragms; andthe outer diaphragm is divided into a plurality of sections in a perimeter direction, each of which is provided in a bending shape, and each of the divided sections of the outer diaphragms is connected to at least two outer faces of the column.2. (canceled)3. The connection structure for a column and a beam according to claim 1 , wherein:divided sections of the outer diaphragms are connected to the column with gaps between the sections.4. The connection structure for a column and a beam according to claim 1 , further comprising:a second beam, which has a different height from the first beam, connected to the column in a direction different from the direction of the first beam, wherein:a ...

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Номер записи: 10
04-01-2018 дата публикации

Joint structure of steel beam

Номер: US20180002914A1
Автор: Chang Nam Lee
Принадлежит: Samsung C&T Corp, SEN CORETECH Co Ltd

In a joint structure of steel beam structure, a bracket is coupled and fixed to the lateral side of a large beam or a pillar and a steel beam is coupled to the bracket such that the steel beam is coupled to the lateral side of the large beam or the pillar. One end of the bracket is coupled to the lateral side of the large beam or the pillar, and the other end is inclined such that the lower part thereof forms an acute angle, wherein a first attachment plate is coupled to the inclined end part of the bracket such that a fixed length thereof protrudes from the upper end of the bracket. The lower part of one end of the steel beam is inclined at an obtuse angle so as to correspond to the other inclined end of the bracket.

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Номер записи: 11
04-01-2018 дата публикации

KIT OF MODULES OF A FRAMEWORK

Номер: US20180002915A1
Автор: DE VISSCHER Julien
Принадлежит: MCB ATELIER SPRL

A kit of modules of a framework, each module comprises struts connected among each other, each strut comprising a first and a second side, the modules being connected by a set of fixing elements and comprise each at least two gussets placed on two adjacent struts, each strut being provided with at least a first and a second perforation, said gussets being provided with a third perforation and extend in parallel to the second side of the struts, the third perforation being oriented along a direction which crosses the second side, a first respectively a second fixing element of said set being housed in the first respectively the second perforations of two modules when they are assembled side by side with their first sides of the struts of each of the two modules, which fixing elements are provided for enabling to establish a connection between the two adjacent modules while they are connected to each other. 113.-. (canceled)14123452323678111213a,ab,b. A kit of modules () of a framework , each module comprising at least three struts ( , , ,) connected among each other in such a manner as to form a sub-kit of the framework , each strut comprising a first () and a second () side forming an angle among each other , said kit comprising a set of fixing elements provided for connecting the modules among each other , each module also comprising at least two gussets () each placed on two adjacent struts at a height of a junction between those two adjacent struts , each strut being provided with at least a first () and a second () perforation situated on the first side and applied respectively in the neighborhood of a first () and a second () end of the strut , said gussets being each time provided with a third perforation () , characterized in that the gussets extend essentially in parallel with the second side of the struts , the third perforation being oriented according to a direction which extend across the second side , a first of the fixing elements of said set being ...

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Номер записи: 12
04-01-2018 дата публикации

RECONFIGURABLE WALL PANELS

Номер: US20180002924A1
Автор: Cassie Brian, Gosling Geoff, Hovdebo Kenton, Smed Mogens, Tisdall Mark
Принадлежит:

Reinforced panels include a layer of glass joined to a substrate to support the glass. Connectors are joined to the side of the substrate opposite the glass to enable the reinforced panel to be configured with and/or attached to a modular wall system. The glass can be backpainted prior to joining to the substrate, and/or a film can be included in the reinforced tile disposed between the glass panel and the substrate. A reinforced panel includes a conductive material disposed between a glass layer and a substrate to form a touch-responsive section. One or more intermediate layers disposed between the glass layer and the substrate are included. The one or more intermediate layers have sufficient elastic deformability so as to enable the reinforced panel to tolerate differences in thermal expansion between the substrate and the glass layer without resulting in cracking of the glass layer. 1. A reinforced panel configured for use with a reconfigurable wall , the panel comprising:a first layer formed from a first material;a substrate coupled to the first layer, the substrate being formed from a second material; andone or more connectors coupled to the substrate on a side of the substrate opposite the first layer, the one or more connectors configured to allow the panel to be integrated with a reconfigurable wall.2. The reinforced panel of claim 1 , wherein the first material is glass.3. The reinforced panel of claim 1 , further comprising:an intermediate layer disposed between the first layer and the substrate, the intermediate layer being formed at least in part from a material that is elastically deformable;wherein the intermediate layer has sufficient elastic deformability so as to enable the reinforced panel to tolerate differences in thermal expansion between the substrate and the first layer without resulting in cracking of the first layer4. (canceled)5. The reinforced panel of claim 3 , wherein the intermediate layer is formed of one or more polymers claim 3 , ...

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Номер записи: 13
04-01-2018 дата публикации

QUAD V-PANEL ASSEMBLY

Номер: US20180002942A1
Автор: LASTOWSKI Michael, Vanker John Louis
Принадлежит:

An implementation of a quad v-panel assembly disclosed herein includes a plurality of studs, tracks, and apex plates. The various components, connections, and positions of the quad v-panel assembly are standardized. Furthermore, the quad v-panel assembly includes a plurality of v-brace studs that provide strength enhancements such that the quad v-panel assembly may withstand significant lateral forces due to wind or seismic activity. 1. A quad v-panel assembly , comprising:at least four v-panels, each of the four v-panels comprising two v-brace studs;a plurality of horizontal tracks including at least two middle tracks, a top track, and a bottom track; anda plurality of apex plates, each of the v-brace studs being connected to a combination of the top track and a middle track of the at least two middle tracks using one or more of the apex plates or a combination of the middle track and the bottom track using one or more of the apex plates.2. The quad v-panel assembly of wherein the two v-brace studs of each v-panel are at a predetermined angle between twenty and one hundred and sixty degrees from each other.3. The quad v-panel assembly of wherein each of the v-brace studs form an angle substantially between ten and eighty degrees with their respective horizontal tracks.4. The quad v-panel assembly of further comprising:a truss assembly, the truss assembly including a top chord and a bottom chord and a plurality of interior braces, the truss assembly positioned on the top track.5. The quad v-panel assembly of wherein the bottom chord of the truss assembly and the top track form a double horizontal brace.6. The quad v-panel assembly of wherein the at least two horizontal tracks of the plurality of horizontal tracks form a double horizontal brace.7. The quad v-panel assembly of further comprising:a plurality of vertical studs including at least two exterior studs and at least one interior center stud, the plurality of vertical studs connected to the plurality of ...

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Номер записи: 14
02-01-2020 дата публикации

Apparatus and system for dynamic acoustic drop ceiling system and methods thereof

Номер: US20200002942A1
Автор: Dustin Headley, Jason Gillette
Принадлежит: Turf Design Inc

An acoustic drop ceiling product, a dynamic acoustic drop ceiling system and related methods that include multiple differently shaped drop ceiling products that can be quickly and easily installed into a backer panel and ten onto construction drop ceiling hangers, to provide an aesthetically pleasing image, such as an undulating image, along with a reduction in unwanted noise or room acoustics.

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Номер записи: 15
03-01-2019 дата публикации

Insulated roof diaphragms and methods

Номер: US20190003180A1
Автор: Hill Laurie
Принадлежит:

A roof system and related methods for installing the roof system. The roof system includes a roof diaphragm including a nail board and an insulating panel connected to the nail board, wherein the insulating panel is adapted to be positioned between the nail board and a roof frame so that the insulating panel engages the roof frame. In several exemplary embodiments, the nail board comprises one or both of: oriented strand board (OSB) and plywood. In several exemplary embodiments, the insulating panel comprises one or both of: a closed-cell rigid polyisocyanurate (polyiso) foam core and a polystyrene foam core. In several exemplary embodiments, the roof system further includes a plurality of nail board fasteners connecting the roof diaphragm to the roof frame, the nail board fasteners each extending through the nail board, through the insulating panel, and into the roof frame to a depth. 1. A roof system , comprising:a roof frame; a nail board; and', a foam core; and', 'a facer bonded to a side of the foam core opposite the nail board; and, 'the insulating panel comprising, 'an insulating panel bonded to the nail board so that respective surfaces of the insulating panel and the nail board mate against one another,'}], 'a roof diaphragm connected to the roof frame, the roof diaphragm comprisingan attic space at least partially defined by the roof frame and the roof diaphragm;wherein the roof frame comprises first and second roof structural members; first and second portions of the facer are engaged with the first and second roof structural members, respectively;', 'a third portion of the facer extends between the first and second roof structural members;', 'the third portion of the facer is exposed to the attic space and is thus visible within the attic space; and', 'the nail board does not engage either the first roof structural member or the second roof structural member; and, 'wherein the insulating panel is positioned between the nail board and each of the first ...

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Номер записи: 16
13-01-2022 дата публикации

REINFORCEMENT FOR A CONNECTOR IN A PRECAST CONCRETE PANEL

Номер: US20220010545A1
Автор: Naumann Ronald G., Recker Michael J., Seeber Kim E.
Принадлежит:

A reinforcement system is provided to strengthen a precast concrete panel with a connector that joins the panel with another structure such as a floor joist or concrete slab. One or more hook bars can be embedded in the panel proximate to the receiving member to distribute forces from the connector to a much larger volume of the panel. To accomplish this distribution, at least one hook bar can be positioned in an anchor volume defined by anchor members of the receiving member, and at least one hook bar can be positioned outside of the anchor volume. The hook bars can be oriented with a main body portion positioned proximate to the receiving member of the connector to resist tension forces caused by a load on the connector, and end portions of the at least one hook bar encompass the larger volume of the panel. 1. A reinforcement system for a receiving member in a precast concrete panel , comprising:a precast concrete panel extending from a lower end to an upper end;a receiving member having a plurality of anchor members extending into the precast concrete panel, wherein at least two anchor members of the plurality of anchor members define an anchor volume therebetween, wherein a lower end of the receiving member is proximate to the lower end of the precast concrete panel; and a body portion;', 'a first intermediate portion connected on a first end to a lower end of the body portion;', 'a first end portion connected to a second end of the first intermediate portion; and', 'a second end portion spaced apart from the first end portion,', 'wherein the first and second end portions are substantially parallel with the body portion, and wherein the first and second end portions form an open end that is oriented away from the receiving member., 'a hook bar positioned in the precast concrete panel, the hook bar comprising2. The reinforcement system of claim 1 , wherein the body is offset from a back surface of the receiving member.3. The reinforcement system of claim 2 , ...

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Номер записи: 17
20-01-2022 дата публикации

SANDWICH PANEL AND BUILDING MODULE

Номер: US20220018129A1
Автор: Stonyer Michael David
Принадлежит:

A building module which is a sandwich panel comprising a first region which provides part of the roof structure of a building, a second region which provides part of the wall structure of the building, and a third region which provides part of the floor structure of the building. 1. A sandwich panel comprising metal joists within its outer skin.2. The sandwich panel according to claim 1 , wherein the sandwich panel comprises a thermoplastic skin claim 1 , preferably HDPE claim 1 , and an insulating core comprising a foamed material claim 1 , preferably a polyurethane foam.3. The sandwich panel according to claim 1 , wherein the metal joists are steel joists with a tophat profile.4. The sandwich panel according to claim 1 , wherein a surface of the sandwich panel has a ribbed profile to accommodate the metal joists.5. The sandwich panel according to claim 1 , wherein the metal joists are joined to one another by a cross member fixed between the metal joists claim 1 , the cross member preferably being a 100 mm steel tophat joist rivet fixed to the joists at 600 mm centres.6. A sandwich panel according to claim 1 , wherein the profile of one side edge is complementary to the profile of the other side edge claim 1 , such that two adjacent modules can be joined together without fixings claim 1 , preferably wherein one side edge comprises a lip and the other side edge comprises a complementary crest.7. A building module which is a sandwich panel comprising a first region which provides part of the roof structure of a building claim 1 , a second region which provides part of the wall structure of the building claim 1 , and a third region which provides part of the floor structure of the building.8. A building module according to claim 7 , wherein the first and third regions of the sandwich panel are a sandwich panel comprising metal joists within its outer skin.9. A building module according to claim 7 , wherein the first and third regions are substantially planar and the ...

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Номер записи: 18
12-01-2017 дата публикации

DEVICE AND METHOD FOR ANCHORING AN OVERHANGING ELEMENT TO A CONSTRUCTION

Номер: US20170009441A1
Автор: CATTEAU Michel, CLAEYS LUC
Принадлежит: B&R N.V.

A device and method for anchoring an overhanging element to a construction, which device includes two coupling parts, one coupling part of which is suitable to be connected to the overhanging element whereas the other one is suitable to be connected to the construction, and whereby the coupling parts are provided with mechanical coupling and whereby at least one of the coupling parts includes a freely protruding element whose maximum length is larger than ten centimetres. 1. A device for anchoring an overhanging element (B) to a construction (A) , the device comprising:two coupling parts one coupling part of which is suitable to be connected to the overhanging element while the other one is suitable to be connected to the construction (A), andwhereby the coupling parts are provided with mechanical coupling means and whereby at least one of the coupling parts comprises a freely protruding element whose length is longer than ten centimetres.2. The device according to claim 1 , wherein the coupling parts comprise a male coupling part and a female coupling part claim 1 , whereby the male coupling part comprises the freely protruding element claim 1 , for example in the shape of a first beam element claim 1 , provided with mechanical coupling means on one far end and provided with a connecting basis on the opposite far end.3. The device according to claim 1 , wherein the coupling parts comprise a male coupling part which mainly consists of a first predominantly massive metal beam element provided with a threaded bore on one far end in the crosscut face claim 1 , and in that the opposite far end is provided with a connecting base comprising a beam element directed transversely to the first beam element leading to a foot protruding on either side of the second beam element with a first foot part and a second foot part claim 1 , whereby the length of the first beam element amounts to at least ten centimetres.4. The device according to claim 2 , wherein between the far ends ...

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Номер записи: 19
12-01-2017 дата публикации

RETROFITTING STRUCTURE FOR EXISTING BUILDING

Номер: US20170009477A1
Автор: KONISHI Yoshinao
Принадлежит: NIPPON STEEL & SUMIKIN ENGINEERING CO., LTD.

Provided is a retrofitting structure for existing building that does not require the addition of a foundation specific to the retrofitting structure, can implement seismic retrofitting at any floors only of the existing building, and hardly causes a large drawing force resulting from eccentric bending moment that may act on the seismic retrofitting structure. A retrofitting structure for existing building includes: a reinforcing frame including a frame member and a vibration control member interposed in the frame member, the reinforcing frame being provided on an outer wall surface of an existing building B having an overhang T on the outer wall surface so as to surround the overhang T; and a vertical truss member and a horizontal truss member configured to couple the reinforcing frame and the outer wall surface. 1. A retrofitting structure for existing building comprising:a reinforcing frame including a frame member and a vibration control member interposed in the frame member, the reinforcing frame being provided on an outer wall surface of an existing building having an overhang on the outer wall surface so as to surround the overhang; anda vertical truss member and a horizontal truss member configured to couple the reinforcing frame and the outer wail surface, whereina horizontal shear force acting on the reinforcing frame is transmitted to the existing building via the horizontal truss member, and a vertical force resulting from eccentric bending moment acting on the reinforcing frame is transmitted to the existing building via the vertical truss member.2. A retrofitting structure for existing building comprising:a connection frame including a frame member, the connection frame being provided on an outer wall surface of an existing building having an overhang on the outer wall surface so as to surround the overhang;a reinforcing frame to be connected to the connection frame, the reinforcing frame including a frame member and a vibration control member ...

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Номер записи: 20
14-01-2016 дата публикации

TIMBER FRAME STRUCTURES WITH IMPROVED JOINT ASSEMBLIES

Номер: US20160010321A1
Автор: Lavery Brad, Thompson Joseph Hyrum
Принадлежит:

Timber frame structures comprising timber support posts and timber support beams. Improved joint assemblies are utilized for interconnecting the timber support posts and the timber support beams. In particular, each of the joint assemblies includes a tail having a wedge-shaped outer face and a complementary socket configured and dimensioned for receiving the tail. The tails may extend from the terminal faces of the support beams and the sockets may be formed in the sidewalls of the timber support posts. The tails may be installed into the sockets through a drop-in-place procedure. The timber frame structures may be packaged as kits for modular assembly at the desired location. 1. A timber frame structure comprising:at least one timber support post;at least one timber support beam; (i) a tail, said tail comprising a wedge-shaped outer face having a first edge and a second edge, each of the first edge and the second edge defining an imaginary line that intersects with an imaginary line of the other one of the first edge or the second edge, wherein the intersection of the imaginary lines define an angle, wherein the angle is between 4 and 12 degrees, and', '(ii) a socket configured and dimensioned for receiving the tail., 'a joint assembly for interconnecting the at least one timber support post and the at least one timber support beam, the joint assembly comprising2. The timber frame structure of claim 1 , wherein the angle is between 6 and 10 degrees.3. The timber frame structure of claim 2 , wherein the angle is approximately 8 degrees.4. The timber frame structure of claim 3 , wherein the outer face has a length of between 8 to 12 inches.5. The timber frame structure of claim 4 , wherein the outer face has a length of one of approximately 9.25 inches and 10.25 inches.6. The timber frame structure of claim 5 , wherein a maximum width of the outer face is between 2 to 4 inches.7. The timber frame structure of claim 6 , wherein the maximum width of the outer face is ...

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Номер записи: 21
14-01-2016 дата публикации

INSULATED STRUCTURAL PANEL CONNECTOR

Номер: US20160010330A1
Автор: Naito Clay, Trasborg Patrick
Принадлежит:

An insulated composite structural panel comprises a first concrete layer, a second concrete layer, and an insulation layer disposed therebetween. One or more shear ties are embedded in the panel. The shear ties include a base portion and a plurality of elongated anchor elements extending from the base portion. A portion of each anchor element extends through the first and second concrete layers and insulation layer. The tie is formed of a material exhibiting ductile elastic-plastic behavior under an applied shear load. In a non-limiting example, the tie may be formed of a fiber reinforced polymer. The tie is constructed and acts to form stable flexural hinges at the interface between the insulation layer and each concrete layer. During a shear load event, portions of the anchor elements within the insulation laterally deform in a ductile manner to keep the structural panel relatively intact. 1. An insulated composite structural wall panel comprising:a first concrete layer;a second concrete layer;an insulation layer disposed between the first and second concrete layers;a shear tie embedded in the wall panel and connecting the first concrete layer to the second concrete layer, the shear tie having a longitudinal axis, a base portion, and a plurality of longitudinally elongated anchor elements extending therefrom, the shear tie constructed of a non-metallic material that exhibits an elastic-plastic response to an applied shear load;each of the anchor elements having a length, an upper portion disposed in the first concrete layer, a lower portion defining a terminal distal end disposed in the second concrete layer, and an intermediate portion disposed in the insulation layer;a first flexural hinge formed in each anchor element at a first interface between the first concrete layer and the insulation layer; andwherein when a transverse shear load is applied to the anchor elements by lateral movement of the first or second concrete layers, the intermediate portion of each ...

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Номер записи: 22
14-01-2016 дата публикации

HIGH PERFORMANCE ARCHITECTURAL PRECAST CONCRETE WALL SYSTEM

Номер: US20160010332A1
Автор: Gentry Thomas A., Tempest Brett Q.
Принадлежит:

A construction panel comprising a rigid insulation layer having an interior surface and an exterior surface, an outer concrete wythe secured to the exterior surface of the insulation layer, an inner concrete wythe secured to the interior surface of the insulation layer, a grid system which ties the outer concrete wythe to the inner concrete wythe and a capillary tube system located within the construction panel wherein liquid is passed through the tubing in order to increase or decrease the temperature of the construction panel. 1. A pre-cast construction panel comprising:a rigid insulation layer having an interior surface and an exterior surface;an outer concrete wythe secured to the exterior surface of the insulation layer;an inner concrete wythe secured to the interior surface of the insulation layer;a grid system which ties the outer concrete wythe to the inner concrete wythe; anda capillary tube system located within the construction panel wherein liquid is passed through the tubing in order to increase or decrease the temperature of the construction panel.2. The construction panel of wherein the rigid insulation layer has a thickness in the range of 12 to 40 cm claim 1 , the outer concrete wythe has a thickness in the range of 12 to 40 cm claim 1 , and the inner concrete wythe has a thickness in the range of 12 to 40 cm.3. The construction panel of wherein the outer concrete wythe and the inner concrete wythe are constructed of a geo-polymer concrete.4. The construction panel of wherein the grid system is selected from the group including a carbon fiber grid claim 1 , steel grid claim 1 , or a combination thereof.5. The construction panel of wherein the capillary tube system is located within the inner concrete wythe.6. The construction panel of wherein the capillary tube system is separated into two or more zones which allow for the passage of liquids having different temperatures to pass through each zone simultaneously.7. The construction panel of further ...

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Номер записи: 23
11-01-2018 дата публикации

MODULAR SUPPORT FRAME

Номер: US20180010327A1
Автор: LUBINSKI Ron
Принадлежит:

A modular support frame comprises trusses, purlins transverse to the trusses, and vertical posts supporting the various trusses. A supply of wedges permits flange-type connectors to be joined to complementary connectors throughout the foundation. The trusses are arranged end-to-end in parallel rows, each row comprising at least one pair of trusses or more depending on the desired size of the foundation. Vertical posts are positioned between the ends of each of the trusses within a row and at opposing ends of the row, and each post comprises a pair of flange-type connectors at predetermined heights. Each of the trusses is terminated at either end with a pair of complementary connectors such that adjacent in-line trusses can be mounted to the post between them and the outer pair of trusses can be mounted to the posts terminated the row. Purlins extend perpendicularly between the trusses in adjacent rows to reinforce the frame. To that end, the trusses comprise flange-type connectors and the purlins are terminated at either end with complementary connectors. 1. A modular support frame comprising:a plurality of trusses arranged in parallel rows, each of the rows comprising at least one pair of trusses, each of the trusses in each row comprising a vertical general plane aligned with the vertical general plane of each other truss in each row, each of the trusses comprising a pair of vertically spaced-apart connectors located at each end of the truss and adapted to mate with a circular flange-type connector, each of the trusses comprising a horizontally oriented flange-type connector;a plurality of posts, each of the posts comprising an upper and a lower flange-type connector, each of the trusses being associated with a pair of the posts with one post located at each end of the associated truss and being mounted to the associated posts using the connectors at either end of the truss;a plurality of purlins oriented perpendicular to the trusses, each of the purlins ...

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Номер записи: 24
11-01-2018 дата публикации

AN EDGE PROTECTOR ADAPTED TO BE CAST INTO THE EDGE OF A CONCRETE FLOOR SLAB

Номер: US20180010349A1
Автор: Arnold Rodney
Принадлежит: FLORCON LIMITED

Edge protectors are useful to be cast into the edges of concrete slabs to prevent spalling thereof after shrinkage has occurred and a gap has formed between adjacent slabs. An alternative edge protector () is described which comprises a first folded sheet having, in use, an upper () and a lower portion (), the fold being on a first side of the first folded sheet and being alignable, in use, with the sidewall of the slab, the upper portion being planar and being arrangeable, in use, with its upper surface coplanar with the upper surface of the slab, the lower portion extending at least partially under the upper portion in a direction away from the fold, and continuing from the end of the lower portion in the same general direction, without any further folds or bends greater than 90 degrees, as an anchor portion () such that the anchor portion is arrangeable within the slab. 1. An edge protector adapted to be cast into the edge of a concrete floor slab , the edge being formed by the upper surface and side wall of the slab , the edge protector comprising a first sheet having a first fold and an upper and a lower portion spaced from one another , the first fold including a relatively planar portion connecting the upper and lower portions and being on a first side of the first sheet and being alignable , in use , with the sidewall of the slab , the upper portion being planar and being arrangeable , in use , with its upper surface coplanar with the upper surface of the slab , the lower portion extending at least partially under the upper portion in a direction away from the first fold , and continuing from the end of the lower portion in the same general direction , without any further folds or bends greater than 90 degrees , as an anchor portion such that the anchor portion is arrangeable within the slab , wherein the upper portion is anchorless , and wherein the upper surface of the upper portion lies in an upper plane and the lower surface of the lower portion lies in ...

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Номер записи: 25
11-01-2018 дата публикации

ANTI-BALLISTIC SHELTER

Номер: US20180010352A1
Автор: Hoemann John M., Roberts Justin M.
Принадлежит:

The present anti-ballistic shelter is a reinforced unit configured to comply with both ISO standards for size and weight, and with the U.S. Department of State Certification Standard for Forced Entry and Ballistic Resistance of Structural Systems. Each end and side wall of the unit is reinforced with wall studs that penetrate the unit's structural framework. Even though these wail studs are welded into place, penetration of the wall studs into the framework ensures acceptable blast, ballistic, and forced entry resistance even if the welds are flawed. 1. An anti-ballistic shelter apparatus , wherein said apparatus comprises: a plurality of channeled floor/roof support beams extending between a plurality of floor girders, said plurality of channeled floor/roof support beams connected to a plurality of floor/roof support beams.', 'a floor connected to said plurality of floor girders,', 'wherein one of said plurality of floor, girders has a plurality of stud apertures spaced 16 inches apart at center,', 'wherein each of said plurality of channeled floor/roof support beams has a length of 9.59375 feet, a width of 3 inches, a height of 2 inches, and a weight of 7.1 lbs. per foot of length,', 'wherein each of said plurality of floor girders has a length of 39.125 feet and a hollow structural cross-section of 10 by 5 by ⅜ inches', 'wherein each of said plurality of floor/roof support beams has a length of 7.125 feet and a hollow structural cross-section of 3 by 3 by 5/16 inches,', 'wherein said floor has dimensions of 39.5 feel by 7.395333 feet;, 'a base assembly comprising;'} a plurality of channeled floor/roof support beams extending between plurality of top girders, said plurality of channeled floor/roof support beams connected to a plurality of floor/roof support beams,', 'a roof connected to and located above said plurality of top girders,', 'an interior roof connected to and located below said plurality of top girders,', 'wherein said top girder has a plurality of ...

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Номер записи: 26
11-01-2018 дата публикации

MODULAR ANTI-BALLISTIC SHELTER SYSTEM

Номер: US20180010353A1
Автор: Hoemann John M., Roberts Justin M.
Принадлежит:

The modular anti-ballistic shelter system includes two end units and, optionally, additional middle units for a wider structure. End and middle units may also stack atop each other for multi-story structures. Each unit is configured to comply with both ISO standards for size and weight, and with the U.S. Department of State Certification Standard for Forced Entry and Ballistic Resistance of Structural Systems. Each exterior wall of each end unit and each middle unit is reinforced with wall studs that penetrate the unit's structural framework of beams and frames. Even though these wall studs are welded into place, penetration of the wall studs into the beams and frames ensures acceptable blast, ballistic, and forced entry resistance even if the welds are flawed. 1. An end unit for a modular anti-ballistic shelter system , wherein said end unit comprises: a plurality of channeled floor/roof support beams extending between a plurality of floor girders, said plurality of channeled floor/roof support beams connected to a plurality of floor/roof support beams,', 'a floor connected to said plurality of floor girders,', 'wherein one of said plurality of floor girders has a plurality of stud apertures spaced 16 inches apart at center,', 'wherein each of said plurality of channeled floor/roof support beams has a length of 9.59375 feet, a width of 3 inches, a height of 2 inches, and a weight of 7.1 lbs. per foot of length,', 'wherein each of said plurality of floor girders has a length of 39.125 feet and a hollow structural cross-section of 10 by 5 by ⅜ inches wherein each of said plurality of floor/roof support beams has a length of 7.125 feet and a hollow structural cross-section of 3 by 3 by 5/16 inches,', 'wherein said floor has dimensions of 39.5 feet by 7.395833 feet;, 'a base assembly comprising a plurality of channeled floor/roof support beams extending between a top girder and a top main girder, said plurality of channeled floor/roof support beams connected to a ...

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Номер записи: 27
10-01-2019 дата публикации

ANCHOR SYSTEM FOR WALL PANELS AND FORMWORK

Номер: US20190010694A1
Автор: KELLY David, Naumann Ronald G., Recker Michael
Принадлежит:

An improved anchor for provision within a concrete panel or other structural member is provided. The anchor is operable to connect a wall panel or similar concrete to a footer member or other structural component. The anchor assembly comprises a void and a removable portion that allows for a portion of the anchor assembly to be pivoted from a first position to a second position, wherein the first position comprises a stowed position within the wall and the second position comprises a position operable to securing or connecting structural members. 1. An anchor assembly for securing a precast concrete panel to a structural component , the anchor assembly comprising:an anchor member comprising a plate portion having a first end and second end, the first end operable to be disposed within a volume of concrete;a bent portion provided proximal to the second end, wherein the bent portion comprises a deviation from the plate portion, and wherein the bent portion comprises an upper surface and a lower surface;a projection provided on at least one of the upper surface and the lower surface;a link member which is selectively rotatable and secured to the projection; andthe link member comprising a first aperture for receiving the projection and a second aperture for receiving an elongate fastener.2. The anchor assembly of claim 1 , further comprising a void former having a cap claim 1 , and wherein the void former is operable to receive the link member and allow selective access to the link member.3. The anchor assembly of claim 1 , further comprising a threaded bolt that is operable to be received through the second aperture of the link member.4. The anchor assembly of claim 1 , wherein the projection comprises a welded stud.5. The anchor assembly of claim 1 , wherein the projection comprises a pin.6. The anchor assembly of claim 1 , wherein the projection comprises an elongate member comprising a length of at least approximately four inches.7. A precast concrete structural ...

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Номер записи: 28
10-01-2019 дата публикации

Mausoleum With Sealed Cylinder Assemblies

Номер: US20190010724A1
Автор: Jaeger David A.
Принадлежит:

A mausoleum is provided. The mausoleum includes a base configured to connect the mausoleum to a ground area. A first framework is supported by the base. The first framework is configured to support a plurality of cylinder assemblies. The first framework includes a plurality of corner posts, main posts, header members and bracing members. A second framework extends from the first framework and is configured to support a roof structure. The second framework includes a plurality of truss structures. A cupola extends from the second framework. The plurality of cylinder assemblies, corner posts, main posts, header members, bracing members and truss structures are formed from metallic materials configured to be resistant to weather and seismic activity. 1. A mausoleum comprising:a base configured to connect the mausoleum to a ground area;a first framework supported by the base, the first framework configured to support a plurality of cylinder assemblies, the first framework including a plurality of corner posts, main posts, header members and bracing members;a second framework extending from the first framework, the second framework configured to support a roof structure, the second framework including a plurality of truss structures; anda cupola extending from the second framework;wherein the plurality of cylinder assemblies, corner posts, main posts, header members, bracing members and truss structures are formed from metallic materials configured to be resistant to weather and seismic activity.2. The mausoleum of claim 1 , wherein the metallic material is stainless steel.3. The mausoleum of claim 1 , wherein the cylinder assemblies are supported within the first framework in a substantially horizontal orientation.4. The mausoleum of claim 1 , wherein the cylinder assemblies include a plurality of lift lugs configured to receive lifting devices for removal of the cylinder assemblies from the first framework and for installing the cylinder assemblies in the first ...

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Номер записи: 29
03-02-2022 дата публикации

EXTRUDABLE BUILDING MATERIAL WALL STRUCTURE AND METHOD

Номер: US20220034088A1
Автор: Covey Samuel B., Le Roux Alex, Upshaw Charles R.
Принадлежит:

A wall structure and a method for forming a wall structure is provided using three-dimensional printing of extruded building material applied to a surface of a building structure. According to one embodiment, the wall structure includes a pair of outer wythes spaced from an inner wythe. The outer wythes can include a core extending between the pair of outer wythes and toward the inner wythe. A protrusion can also extend toward the inner wythe a spaced distance from the inner wythe or entirely toward and adjoining the inner wythe. The core is configured with an inwardly facing spaced opposed surfaces of the outer wythes surrounding a vertically extending rebar, with grout surrounding that rebar. Horizontally extending support pins can be spaced parallel from each other and extend from the protrusions and into the inner wythe. 1. A wall structure of a building , comprising:an inner wythe including a first portion of a plurality of stacked elongated beads of extruded building material; a core extending between the pair of outer wythes and toward the inner wythe a first spaced distance from the inner wythe; and', 'a protrusion extending toward the inner wythe a second spaced distance from the inner wythe., 'a pair of outer wythes spaced from the inner wythe and including a second portion of the plurality of stacked elongated beads of extruded building material, and further including2. The wall structure of claim 1 , wherein a thickness of the inner wythe is one bead width of the first portion of the plurality of stacked elongated beads.3. The wall structure of claim 1 , wherein a thickness of a first length of the outer wythes is two bead widths of the second portion of the stacked elongated beads.4. The wall structure of claim 3 , wherein the two bead widths laterally abut one another along a horizontally extending axis parallel in part to a central axis of the second portion of each of the plurality of stacked elongated beads.5. The wall structure of claim 3 , wherein ...

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Номер записи: 30
03-02-2022 дата публикации

AN ARRANGEMENT AND METHOD

Номер: US20220034091A1
Автор: KINNUNEN Jorma
Принадлежит: CC WIZARD OY

A building system and a method for constructing a building, the system () comprising plurality of prefabricated elements (I), the element () comprising: a self-supporting insulation panel () comprising a rigid insulation material, —a metal frame (), comprising a pair of sub-frames. The length of the sub-frame () has a cross-section comprising an attaching arm () extending along the corresponding edge surface (), and an intruding section () arranged in the attaching arm (), the intruding section (II) intruding into the insulation element (). A box-type structure () is arranged distally from the intruding section () and comprising a closed or partly open construction. The building system further comprises a connecting element (), having a cross-section basically a shape of a U-profile. The connecting element () is arranged on sub-frames () of two adjacent elements (). 136-. (canceled)37. An arrangement for constructing a building , the arrangement comprising: a self-supporting insulation panel comprising a rigid insulation material and having two straight and parallel edge surfaces, and outer and inner surfaces; and', 'a metal frame, comprising a pair of sub-frames, a first sub-frame attached to a first edge surface and a second sub-frame attached to a second edge surface of the insulation panel,', 'the sub-frames extending along the length of the insulation panel,', an attaching arm extending along the corresponding edge surface;', 'an intruding section arranged in the attaching arm and in an angle respect to that, the intruding section intruding into the insulation element; and', 'a box-type structure arranged distally from the intruding section and comprising walls and corners constituting a closed or partly open construction,', 'the box-like structure extending from the attaching arm and being arranged on the outer surface or on the inner surface of the insulation panel; and, 'the length of the sub-frame having a cross-section comprising], 'a plurality of ...

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Номер записи: 31
19-01-2017 дата публикации

HEADER TRACK WALL ASSEMBLY HAVING CAULK SMEAR

Номер: US20170016227A1
Автор: Klein James Alan
Принадлежит:

The present invention is directed to fire retardant head-of-wall assembly as disclosed herein. 1. A fire retardant head-of-wall assembly , comprising:first and second linearly aligned and abutting head-of-wall track members attached to an overhead ceiling structure, the first and second head-of-wall track members each having substantially the same cross-sectional profile, with each of the first and second head-of-wall track members including at least one downwardly extending flange member, and with each flange member including a lengthwise outwardly protruding rib, hem, or combination thereof, and with the outwardly protruding rib, hem, or combination thereof being of the same shape and linearly aligned with each other;a plurality of studs engaged with the first and second linearly aligned and abutting head-of-wall track members;wallboard attached to the plurality of studs, the wallboard being in contact with the outwardly protruding rib, hem, or combination thereof, the wallboard defining an upper linear wallboard edge, the upper linear wallboard edge being positioned apart from the ceiling structure so as to define a head-of-wall gap;a linear head-of-wall joint located between the first and second linearly aligned and abutting head-of-wall track members and the overhead ceiling structure;a flange joint located between the first and second linearly aligned and abutting head-of-wall track members;a contiguous bead of caulk positioned along the linear head-of-wall joint and the flange joint, but not on the upper linear wallboard edge.2. The fire retardant head-of-wall assembly of claim 1 , further comprising a plurality of fasteners having fastener heads of a selected height claim 1 , wherein the height of the fastener heads is about the same or less than the height of the outwardly extending elongated rib or hem claim 1 , and wherein the plurality of fasteners fasten the plurality of studs to the first and second head-of-wall track members.3. The fire retardant head ...

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Номер записи: 32
19-01-2017 дата публикации

Framing System for Steel Stud Framing

Номер: US20170016239A1
Автор: Judd Steven G.
Принадлежит:

The present invention is a framing system for resolving vertical and horizontal movements in light gage, cold formed, steel stud framing. It utilizes at least one corner hinge and a plurality of pivoting stud clips (one for each stud) that accommodate for the deflection of a building as it encounters environmental changes. Additional hinges may be placed axially, along the wall and at the top and bottom of the corner for increased flexibility. Two embodiments of stud pivot clips, one utilizing direct attachment and arcuate slots, the other utilizing a pivotable connection plate, are disclosed; as are two hinge embodiments. 2. The framing system of claim 1 , further comprising at least one additional corner hinge claim 1 , joining two bottom girt-strut tracks struts in a manner complimentary to the at least one corner hinge joining the top girt-strut tracks.3. The framing system of claim 2 , further comprising at least one axial hinge claim 2 , joining adjacent top girt-strut tracks.4. The framing system of claim 3 , further comprising at least one axial hinge claim 3 , joining adjacent bottom girt-strut tracks.5. The framing system of claim 1 , further comprising at least one axial hinge claim 1 , joining adjacent top horizontal girt-strut tracks.6. The stud pivot clip of claim 1 , each arcuate mounting slot in a given pair of arcuate mounting slots having an identical radius from the center pivot hole.7. The stud pivot clip of claim 1 , at least two arcuate mounting slots having different radii from the center pivot hole.8. The stud pivot clip of claim 1 , the at least one pair of arcuate mounting slots being two pairs of arcuate mounting slots.9. The stud pivot clip of claim 1 , each member of each pair of arcuate slots being diametrically opposed to each other.10. A stud pivot clip for a metal framing system claim 1 , the stud pivot clip comprising: two legs at an approximately right angle to each other with one leg having a center pivot hole and at least one ...

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Номер записи: 33
21-01-2016 дата публикации

CONCRETE-STRUCTURE CONNECTING ASSEMBLY

Номер: US20160017591A1
Автор: Miyasaka Takaaki
Принадлежит:

A concrete-structure connecting assembly includes a recessed frame body that defines a frame recess; a cushioning unit that is disposed in the frame recess and resiliently deformable; first and second hinge plates that are stacked together along a stacking direction and surrounded by the recessed frame body, each of the first and second hinge plates having a peripheral end portion that is disposed in the frame recess to abut against the cushioning unit; a first anchoring unit that substantially protrudes from the first hinge plate in the stacking direction away from the second hinge plate; and a second anchoring unit that substantially protrudes from the second hinge plate in the stacking direction away from the first hinge plate.

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Номер записи: 34
18-01-2018 дата публикации

Portable Parking Lot

Номер: US20180016755A1
Автор: Kraft Michael A.
Принадлежит:

A portable pavement system allowing for fast and easy installation of a pavement surface that incorporates individual pieces working together to create a solid, durable, adjustable, reusable, and removable platform for use as a parking or driveway facility, or other uses where such a surface possessing the special qualities described is advantageous. 1. A portable pavement system designed to provide temporary , long term , or permanent surface for a parking lot or driveway that is removable , reusable , can be stored in a compact space , and can be reconfigured as the needs of the users change , or be removable altogether and relocated for a new use.2. A portable pavement system claim 1 , as recited in claim 1 , using concrete-filled metal tiles incorporating at least two lifting fixtures per unit to allow for transport claim 1 , locating claim 1 , and relocating claim 1 , as needed.3. A portable pavement system claim 1 , as recited in claim 1 , incorporating a rigid steel frame with a durable exterior perimeter and an interlocking matrix of reinforcing material for strength and durability claim 1 , the metal parts being further made durable by treatment with a hot-dipped zinc galvanizing process. See Provisional Application 62/231,676Not Applicable.Not Applicable.The invention relates generally to a system for creating a parking lot, driveway, interior or exterior building flooring, or other surface that would benefit from large, reinforced, movable, and reusable concrete tiles that eliminate, or dramatically reduce the need for on-site pouring of concrete with the related expense of building traditional concrete forms, reinforcement systems, and reliance on the vagaries of weather and temperature conditions.Throughout the country, and indeed around the world, concrete is a common building material well suited to pavement, such as driveways and parking lots. A typical construction method for such structures requires preparing the surface, installing a form, or ...

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Номер записи: 35
17-01-2019 дата публикации

Joint edge assembly and method for forming joint in offset position

Номер: US20190017266A1
Автор: Nigel K. Parkes, Robert Urquhart Connell
Принадлежит: ILLINOIS TOOL WORKS INC

Various embodiments of the present disclosure provide a joint edge assembly and method of positioning and installing joint edge assembly for adjacent concrete slabs. The method includes positioning the joint edge assembly in an offset position from the joint. The method of various embodiments also includes using a plurality of height adjusters or plates fixed to the slab engagement surface of the one of the joint edge members to adjust or assist in adjusting the height of the joint edge assembly relative to the formwork and relative to the plane of the top surfaces of the concrete slabs.

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Номер записи: 36
16-01-2020 дата публикации

Booth and kit thereof

Номер: US20200018060A1
Автор: Akihide Kawamura, Akira Takahashi, Kunichi Yamashita, Shu Watanabe, Yoshihiro SHIBANAI
Принадлежит: Fuji Xerox Co Ltd

A booth includes a replaceable side wall that surrounds an internal space to be used by a user, and the side wall is provided with at least one entrance/exit door.

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Номер записи: 37
26-01-2017 дата публикации

METAL DECKING

Номер: US20170022709A1
Автор: Lastowski Michael J., Vanker John Louis
Принадлежит:

In one implementation, a metal deck is provided that includes a plurality of decking components formed in a contiguous metal sheet. Each of the deck components includes a plurality of folded ribs formed along the length of the metal deck. Each of the plurality of folded ribs are configured such that one or more trusses of a building may fit between the plurality of folded ribs. The metal deck may be used to complete the structural diaphragm without using concrete. 1. A metal deck comprising:a plurality of deck components formed in a contiguous metal sheet, each of the deck components formed along a width of the metal deck and including a folded rib along a length of the metal deck, each of the folded ribs facing towards a bottom of the metal deck.2. The metal deck of claim 1 , wherein each of the folded ribs includes sides that are formed perpendicular to a bottom surface of the metal deck.3. The metal deck of claim 1 , wherein each of the folded ribs are dovetail shaped ribs.4. The metal deck of claim 1 , further comprising a plurality of top ribs formed on a top surface of the metal deck.5. The metal deck of claim 1 , wherein a thickness of the contiguous metal sheet is between 12-18 gauge.6. The metal deck of claim 1 , wherein each of the folded ribs includes one or more rib openings.7. The metal deck of claim 6 , wherein one or more trusses fit between the plurality of folded ribs in the one or more openings.8. The metal deck of claim 6 , wherein a distance between the rib openings is 24 inches.9. The metal deck of claim 1 , wherein each of the folded ribs is substantially parallel to one another.10. The metal deck of claim 1 , wherein each of the folded ribs extend approximately 1.25 inches from a bottom surface of the metal decking11. A structural system claim 1 , comprising:one or more trusses laid parallel to each other such that the lengths of the trusses are along a width of the structural system; anda metal deck comprising a plurality of deck components ...

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Номер записи: 38
25-01-2018 дата публикации

SYSTEM AND METHOD FOR INTERLOCKING STRUCTURAL MEMBERS

Номер: US20180023286A1
Автор: ALLEN Casey Dean, Tweedy Bryan Matthew
Принадлежит: HFW Solutions, Inc.

A panel structure includes panel members that may be connected together using friction stir welding, Each of the panel members includes a first plate, a second plate substantially in parallel to said first plate, and at least one webbing member connecting the first plate and the second plate. The first plate of the first panel member includes a flange positioned in abutment with a flange located on the first plate of the second panel member. The flange of the first panel member includes a projection and the flange of the second panel member includes a groove. The panel members are connected so that the projection is engaged with the groove to thereby resist relative lateral movement that would separate the panel members. 1. A panel structure adapted to be friction stir welded , comprising: each of the first and second panel members include (1) a first plate, (2) a second plate substantially in parallel to the first plate, and (3) at least one webbing member connecting the first plate and the second plate;', 'the first plate of the first panel member includes a flange positioned in abutment with a flange located on the first plate of the second panel member, the flange of the first panel member and the flange of the second panel member each including a horizontal surface that is parallel to the first plate and the second plate;', 'the horizontal surface of the flange of the first panel member includes a projection that projects in a direction toward the second plate of the first panel member, and the horizontal surface of the flange of the second panel member includes a groove that opens in a direction away from the second plate of the second panel member;', 'a shape of the projection facilitates relative movement of the horizontal surfaces of the flanges of the first and second panel members toward a position in which the projection is engaged with the groove; and', 'the first and second panel members are connected so that the projection is engaged with the groove ...

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Номер записи: 39
25-01-2018 дата публикации

Element for thermal insulation

Номер: US20180023289A1
Автор: André Weber, Hubert Fritschi, Werner Venter
Принадлежит: Schoeck Bauteile GmbH

An element for thermal insulation between two building parts, including an insulating body to be arranged between the two building parts and reinforcement elements in the form of at least tensile elements, extending in the installed state of the element essentially horizontally and perpendicularly to the essentially horizontal extension of the insulating body through said body, and respectively projecting in the horizontal direction from the insulating body and here allowing a connection to one of the two building parts preferably made from concrete. The tensile reinforcement elements are formed as multi-part composite elements such that at least in the area of the insulating body they exhibit a central section projecting from the insulating body and at least partially being made from fiber-reinforced synthetic material. The tensile reinforcement elements have in an area outside the insulating body at least one anchoring section with geometric and/or material characteristics at least partially deviating from the central section, with the anchoring section being connected to the central section in a connection area. The connection area is arranged distanced from the insulating body. The central section is made from a cylindrical rod-shaped and/or tubular material and is provided on its radial exterior, at least in an area between the insulating body and the connection area, with an essentially smooth wall.

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Номер записи: 40
25-01-2018 дата публикации

LIFTING AND LEVELING INSERT FOR A PRECAST CONCRETE SLAB

Номер: US20180023296A1
Автор: Recker Michael J.
Принадлежит:

An insert for lifting and leveling a precast concrete slab is provided. The insert includes a sleeve that extends through the concrete slab and has two distinct threaded portions on an inner surface of the sleeve. This configuration allows a lifting bolt to be positioned into an upper end of the sleeve to lift the concrete slab, and a different-sized leveling bolt to be positioned in the sleeve to selectively elevate or raise part of the concrete slab relative to a ground surface. 1. An apparatus for lifting and leveling a precast concrete slab , comprising:a sleeve configured to be embedded in said precast concrete slab, the sleeve having a predetermined length, an upper thread extending along an inner surface of said sleeve by a distance that is shorter than said predetermined length, and a lower thread extending along said inner surface of said sleeve by a distance that is shorter than said predetermined length;a lifting bolt positioned in said upper thread of said sleeve;a leveling bolt positioned in said lower thread of said sleeve, said leveling bolt having a length that is shorter than said predetermined length of said sleeve; anda plate positioned on a lower end of said sleeve, wherein said plate is configured to extend away from said lower end of said sleeve as said leveling bolt is selectively rotated in said lower thread, which selectively elevates or lowers said precast concrete slab above a ground surface.2. The apparatus of claim 1 , wherein said upper thread has a larger diameter than said lower thread.3. The apparatus of claim 1 , further comprising:an unthreaded portion of said sleeve extending along said inner surface of said sleeve between said upper thread and said lower thread, said unthreaded portion having a smaller diameter than said upper thread.4. The apparatus of claim 1 , wherein a plurality of legs extends from an outer surface of said sleeve.5. The apparatus of claim 4 , wherein legs of said plurality of legs are equally spaced radially ...

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Номер записи: 41
10-02-2022 дата публикации

REINFORCING STRUCTURE OF CONCRETE OVERHEAD LAYER

Номер: US20220042312A1
Автор: Chen Yuchun, He Xin, Hu Wenrong, JIE Baoru, JIE Jiangang, Liu Wen, TAO Wujin, Yao Zhiyong, Zhan Luolong, ZHOU Shuangxi
Принадлежит:

The present disclosure relates to a field of construction engineering, and in particular to a reinforcing structure of a concrete overhead layer before a building expires. The reinforcing structure of the concrete overhead layer includes supporting structures, connecting structures, and metal members; wherein the reinforcing structure is configured to reinforce a concrete floor slab and/or a concrete beam; through holes are disposed on the concrete floor slab; each of the supporting structures passes through each of the through holes and the supporting structures are configured to support the concrete floor slab and/or the concrete beam; and each of the connecting structures is configured to fix each of the supporting structures on each of the metal members; each of the metal members is disposed on each of the through holes. 1. A reinforcing structure of a concrete overhead layer , comprising supporting structures , connecting structures , and metal members; wherein the reinforcing structure is configured to reinforce a concrete floor slab and/or a concrete beam; through holes are disposed on the concrete floor slab; each of the supporting structures passes through each of the through holes and the supporting structures are configured to support the concrete floor slab and/or the concrete beam; and each of the connecting structures is configured to fix each of the supporting structures on each of the metal members; each of the metal members is disposed on each of the through holes;wherein the supporting structures are metal supporting plates, the metal supporting plates are metal flat plates; each of the connecting structures comprises a metal base and metal clamps; each metal base is fixed on each of the metal supporting plates; each metal base comprises a first through hole; and an axial direction of the first through hole is same as a horizontal direction of the corresponding metal supporting plate; a second through hole is disposed on one end of each of the ...

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Номер записи: 42
23-01-2020 дата публикации

PANEL INSERT FOR CONCRETE FOUNDATION WALLS

Номер: US20200023549A1
Автор: Pickman Jacob
Принадлежит:

A panel insert is provided which is installed in a concrete wall form and secured at an intended location such that when the concrete is poured into the form and cured, the panel remains in place and through which holes or openings can be readily formed after the concrete wall has been constructed. The panel insert comprises a box or enclosure made of a suitable plastic or other material and having an interior filled with a structural and thermally insulative foam or other material. At least one gasketed flange is provided around the periphery of the enclosure which forms a watertight seal between the concrete and panel. 1. A panel insert for a concrete wall form for use in creating passages through a concrete wall which has been poured and cured in the form , the panel insert comprising:an enclosure having a first surface, a second surface opposite the first surface, and top, bottom and side surfaces, and defining an interior space;at least one flange having front and rear faces and outwardly extending from the top, bottom and side surfaces of the enclosure;a structural and thermally insulating filler material filling the interior space of the enclosure;the distance between the first and second surfaces of the enclosure being sized to allow the enclosure to fit into a concrete form with the front and rear surfaces in contact with respective confronting interior surfaces of the concrete form;whereby the enclosure can be sealingly embedded in concrete poured and cured in the form at a position at which holes can be drilled through the first and second surfaces of the enclosure and the filler material to provide one or more passages through the concrete wall.2. The panel insert of wherein the enclosure is formed of a plastic material.3. The panel insert of wherein the plastic material is PVC.4. The panel insert of wherein the at least one flange is integrally formed with the enclosure.5. The panel insert of wherein the at least one flange is bonded to the enclosure.6. ...

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Номер записи: 43
24-01-2019 дата публикации

SYSTEMS AND METHODS FOR CREATION OF INFLATABLE RIGIDIZABLE CEMENTITIOUS BUILDINGS

Номер: US20190024361A1
Автор: Keville Samuel Arthur
Принадлежит:

A system for creating a cementitious building includes a support structure comprising a plurality of support members, and an inflatable rigidizable structural (IRS) form. The IRS form comprises a plurality of geosynthetic cementitious composite mat (GCCM) sections having GCCM configured to absorb water and rigidize in response to hydration, each GCCM section being coupled to another GCCM section of the plurality such that the IRS form is pneumatically inflatable. 1. A system for creating a cementitious building , the system comprising:a support structure comprising a plurality of support members, andan inflatable rigidizable structural (IRS) form comprising:a plurality of geosynthetic cementitious composite mat (GCCM) sections having GCCM configured to absorb water and rigidize in response to hydration,each GCCM section being coupled to another GCCM section of the plurality such that the IRS form is pneumatically inflatable.2. The system of claim 1 , wherein the IRS form comprises a valve that is configured to facilitate pneumatic inflation claim 1 , hydration of at least one rigidizable connector claim 1 , or a combination thereof.3. The system of claim 1 , further comprising a foundation adapted to support the support structure claim 1 , wherein the foundation comprises at least one of: a plurality of geosynthetic cementitious composite mats claim 1 , a poured concrete slab claim 1 , or a combination thereof.4. The system of claim 1 , wherein the plurality of support members comprise at least one of: a rigid beam claim 1 , a rigid beam wrapped with GCCM claim 1 , or a combination thereof.5. The system of claim 1 , wherein the IRS form comprises a rectilinear form.6. The system of claim 1 , wherein the support structure and the IRS form are configured to form a unitary structure upon rigidization of the IRS form.712.-. (canceled)13. The system of claim 1 , wherein the support structure comprises an air beam claim 1 , and where the air beam comprises:a first layer ...

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Номер записи: 44
28-01-2021 дата публикации

Wall panel with corner connector block

Номер: US20210025156A1
Автор: Benedict John DOMBOWSKY, Callahan Tufts, Louis Dombowsky, Mark Dombowsky, Michael Anthony DOMBOWSKY
Принадлежит: Nexii Building Solutions Inc

A wall panel includes hollow connector blocks in its lower corners, reinforced with anchor pins embedded in cementitious material of the panel. The connector blocks have holes for connecting adjacent wall panels together and for connecting the wall panels to the floor. Connectors are inserted via exposed apertures in the connector blocks that provide access to their hollow interiors. The apertures can be covered when the panels are fastened in place.

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Номер записи: 45
02-02-2017 дата публикации

Gypsum wallboard with reinforcing mesh

Номер: US20170030076A1
Автор: Alfred Li, David Song, Yijun SANG
Принадлежит: United States Gypsum Co

A wallboard panel is provided, including a sheet of face paper, a first layer of gypsum composition having a first density, a web of mesh associated with the first layer of gypsum composition, a second layer of gypsum composition having a second density, the second density being lower than the first density, and a layer of backing paper. An associated method includes providing a sheet of face paper and laying same upon a moving conveyor belt, applying a first layer of gypsum composition slurry upon the sheet of face paper, applying a web of mesh upon the first layer of gypsum composition slurry, applying a second layer of gypsum composition slurry upon the web of mesh, and applying a sheet of backing paper upon the second layer of gypsum composition slurry.

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Номер записи: 46
01-02-2018 дата публикации

CONCRETE MODULAR ELEMENT FOR USE IN BUILDING APPLICATIONS

Номер: US20180030718A1
Автор: Aguila Eduardo Ricardo
Принадлежит:

A concrete modular element for use in a variety of building applications comprising: a slab, a ceiling, at least two walls, and a plurality of support beams. The walls comprise a proximal end and a distal end. The proximal end of each of the walls is connected to the slab while the distal end is connected to the ceiling. The slab and the ceiling both comprise a plurality of elongated sides. The slab, the ceiling, the walls, and the support beams integrally formed in a continuous concrete casting. 1. A concrete modular element for use in a variety of building applications , said modular element comprising:a slab comprising a plurality of elongated sides,a ceiling,at least two walls each connected to said slab substantially along the length of a corresponding one of said plurality of sides, each of said at least two walls connected to said ceiling,at least one open end substantially disposed adjacent to said at least two walls, andsaid slab, said ceiling, and said at least two walls, integrally formed in a continuous concrete casting.2. The concrete modular modular element as recited in further comprising a plurality of support beams disposed in a spaced relation to each other; each of said plurality of support beams connected to said slab.3. The concrete modular element as recited in wherein said plurality of support beams are structured and dimensioned to form at least one air chamber that permits air passage between said support beams.4. The concrete modular element as recited in wherein said slab said ceiling claim 2 , said at least two walls claim 2 , and said plurality of support beams are formed in a continuous concrete casting.5. The concrete modular element as recited in wherein at least one of said plurality of support beams is connected to said slab substantially along the length of one of said plurality of sides of the slab.6. The concrete modular element as recited in wherein different ones of said plurality of support beams are connected substantially ...

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Номер записи: 47
01-02-2018 дата публикации

FIRE-RATED WALL AND CEILING SYSTEM

Номер: US20180030723A1
Автор: Pilz Donald A., Poliquin Raymond E., Sesma Fernando Hernandez
Принадлежит:

The present application is directed toward fire-rated wall construction components and wall systems for use in building construction. Embodiments can include tracks for holding studs which incorporate various geometries capable of receiving fire-retardant material, flat straps for use between tracks and fluted wall components, fire sponges for use in fluted wall components, and tracks with protruding grooves or other structures which prevent unwanted air movement between a wallboard component and the track. 1. (canceled)2. A fire-rated stud framing wall and ceiling system , comprising:a bottom track comprising a web, a first flange and a second flange, the first and second flanges extending in an upward direction from opposing side edges of the web, the bottom track defining an interior space between the web and the inwardly-facing surfaces of the first and second flanges;a plurality of studs that are spaced from one another along the bottom track, each of the plurality of studs having a bottom end received within the interior space of the bottom track, each of the plurality of studs extending in a generally vertical direction from the bottom track;a top track comprising a web, a first flange and a second flange, the first and second flanges extending in a downward direction from opposing side edges of the web, the top track defining an interior space between the web and the inwardly-facing surfaces of the first and second flanges, wherein upper ends of each of the plurality of studs are received within the interior space of the top track;at least one fire-retardant element extending along a length of the top track, the at least one fire-retardant element positioned on a portion of the web and at least one of the first and second flanges, the at least one fire-retardant element having at least a first surface facing the top track and a second surface; anda ceiling;wherein the top track is secured to the ceiling and the at least one fire-retardant element is located ...

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Номер записи: 48
01-02-2018 дата публикации

METHOD FOR CASTING REINFORCEMENT ALIGNMENT FEATURES INTO CONCRETE WALL BLOCKS

Номер: US20180030728A1
Автор: Johnson James R.
Принадлежит:

What is provided is a method for casting reinforcement alignment feature into concrete wall blocks and precast concrete wall blocks configured for assembly into a wall. Reinforcement alignment features, such as horizontal reinforcement grooves and/or vertical reinforcement grooves, are precast simultaneously with panels, ribs, and other components of the concrete wall blocks in the forms in which the concrete wall blocks are cast. As a result, reinforcing members, such as rebar and welded wire mesh, may be positioned, either horizontally or vertically, in desired and appropriate locations on the concrete wall blocks. Consequently, there is a significant increase in the convenience and ease of wall construction, while greatly reducing the amount of labor that is needed. In addition, the constructed walls have increased stability, strength, and water resistance. 1. A precast concrete block configured for assembly into a wall , the precast concrete block comprising:a first inner wall and a second inner wall;a first side panel and a second side panel, wherein the first side panel is substantially parallel to the second side panel and wherein the first side panel and/or the second side panel has a textured surface for imparting a natural stone appearance;at least one connecting rib, wherein the at least one connecting rib extends laterally from the first inner wall to the second inner wall to connect the first side panel with the second side panel and to form a hollow core configured to accept a filling material; andat least one reinforcement alignment feature cast into the first inner wall, the second inner wall, and/or the at least one connecting rib, wherein the at least one reinforcement alignment feature is configured to securely position at least one reinforcing member on the precast concrete block in a substantially horizontal and/or vertical orientation.2. The precast concrete block of claim 1 , wherein the first inner wall claim 1 , the second inner wall claim 1 ...

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Номер записи: 49
17-02-2022 дата публикации

SYSTEMS AND METHODS FOR CONSTRUCTING A MULTI-STOREY BUILDING

Номер: US20220049488A1
Автор: Dombowsky Benedict John, DOMBOWSKY Braden Louis, DOMBOWSKY Mark Benedict, Dombowsky Michael Anthony
Принадлежит:

Example systems and methods of constructing multi-storey buildings utilizing a plurality of prefabricated insulated panels, each prefabricated insulated panel comprising a first cementitious layer, a second cementitious layer, and an insulative core, wherein the insulative core is disposed between first and second cementitious layers. The systems and methods comprise constructing a building foundation and constructing a plurality of storeys on said foundation. Each storey may comprise a plurality of prefabricated insulated panels forming a load-bearing exterior wall disposed on an outer perimeter of the storey. Each storey may comprise a plurality of prefabricated insulated panels forming core walls, wherein the first and second cementitious layers of the core wall panels comprise a fire resistant material. Each storey may comprise a plurality of prefabricated insulated panels forming demising walls. Each storey may comprise a plurality of prefabricated insulated panels forming corridor walls. Each storey may comprise a plurality of prefabricated insulated panels forming a floor. The systems and methods further comprise constructing a roof on top of the last storey thereby constructed, the roof comprising a plurality of prefabricated roof panels. 1. A method of constructing a multi-storey building utilizing a plurality of prefabricated insulated panels , each prefabricated insulated panel comprising a first cementitious layer , a second cementitious layer , and an insulative core , wherein the insulative core is disposed between the first and second cementitious layers , the method comprising:i) constructing a building foundation;{'claim-text': ['a first plurality of prefabricated insulated panels comprising prefabricated wall panels forming a load-bearing exterior wall disposed on an outer perimeter of the storey;', 'a second plurality of prefabricated insulated panels comprising prefabricated wall panels forming core walls wherein the first and second cementitious ...

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Номер записи: 50
31-01-2019 дата публикации

System for Connecting Structural Elements of Prefabricated Jail Cells

Номер: US20190032325A1
Автор: Seavy Richard Jay
Принадлежит:

The prefabricated jail cells to which the connection system of this invention relates comprises a plurality of rectangular structural elements, including rear, side and front walls, each comprising studs and a steel wall plate forming the inside surface of the wall. According to the invention, a structural channel is attached to the back side of the extended end of the wall plate and defines the end of the structural wall element. The connection between two of such structural elements is made with a nut and bolt where the bolt passes through the web of the end-defining channel, through the adjacent wall plate and into and through a connecting component of the wall element to be connected. 14-. (canceled)5. A system for interconnecting the structural elements of a prefabricated jail cell comprising , a single wall-forming first plate having inside and back side surfaces.', 'a plurality of mutually parallel spaced apart studs attached to the back side of the plate,', 'at least one end-defining channel member, each having a web and opposed flanges, where the web is disposed flush against the back side of an extended portion of the plate,, 'a first structural wall comprising,'} 'an end-defining connecting component disposed against the inside surface of the plate in opposition to the web of the end-defining channel member, and', 'a second structural wall having,'}means for interconnecting the connecting component and the web of the end-defining channel member.6. The system of where the means for interconnecting the connecting component and the web of the end-defining channel member comprises a bolt and a nut.7. The system of where the second structural wall includes a single wall-forming second plate with inside and back side surfaces.8. The System of where the connecting component includes a structural channel member having a web and opposed outer and inner flanges where the web is disposed against the inside surface of the first plate and the inner flange is disposed ...

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Номер записи: 51
04-02-2021 дата публикации

UNITIZED CURTAINWALL SYSTEMS AND METHODS

Номер: US20210032860A1
Автор: Budd Michael
Принадлежит:

This document discusses, among other things, unitized curtain systems and methods related to the fabrication and installation of curtainwalls. A curtainwall unit may comprises a frame including a horizontal gutter, a horizontal sill, a first vertical mullion between a first end of the horizontal gutter and a second end of the horizontal sill, and a second vertical mullion between a second end of the horizontal gutter and a second end of the horizontal sill. The horizontal gutter may include a rear channel extending across the horizontal gutter, and at least one protected horizontal channel at least partially beneath the rear channel, the rear channel having at least one opening to the at least one horizontal gutter. Each vertical mullion may include a protected vertical chamber having an opening to the at least one protected horizontal channel. 1. A unitized curtainwall system , comprising:an array of curtainwall units, each of the curtainwall units including a rainscreen gasket, water barrier gasket, and an air seal gasket and having a shape with sides configured to mate with sides of adjacent curtainwall units and form at least three gasket lines including a rainscreen gasket line, a water barrier gasket line and an air seal gasket line,each of the curtainwall units in the array including a horizontal gutter on a top side of the unit, the horizontal gutter including a rear channel between the water barrier gasket and the air seal gasket, and a horizontal drainage/equalization chamber at least partially beneath the rear channel, wherein the horizontal gutter defines a hole extending from the rear channel to the horizontal drainage/equalization chamber, thereby allowing water to drain from the rear channel of the horizontal gutter through the hole to the horizontal drainage/equalization chamber,wherein adjacent curtainwall units include vertical mullions that form a front cavity between the rainscreen gasket and the water barrier gasket and a rear cavity between the ...

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Номер записи: 52
08-02-2018 дата публикации

Spray gun

Номер: US20180036751A1
Автор: Brian Cvetezar, Ernie Cvetezar, Jeff Cvetezar
Принадлежит: Individual

An injection port for a spray gun includes a first end and a second end disposed opposite the first end along a longitudinal axis. The injection port also includes an interior passage extending between the first end and the second end along the longitudinal axis, and a plurality of blind bores disposed at the first end, each blind bore extending perpendicular to the longitudinal axis.

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Номер записи: 53
09-02-2017 дата публикации

METAL WALL FRAME ASSEMBLY

Номер: US20170037619A1
Автор: DIETZEN KEITH, Merchant Anwar, Woods John
Принадлежит:

A pre-cut and pre-measured system for building a metal wall frame is disclosed translated directly from architectural plans of the wall assembly. The metal wall frame includes a track member and a stud member, where the stud member contains a pair of dimples located on either end portion. The pair of dimples nests into an associated pair of indent portions located in the track member. The location of the indent portions and dimple portions are determined by an architectural plan, reducing installation time. The stud and track members come pre-cut to length in bundles connected with metal nips, eliminating the need for any shearing or cutting of the metal pieces. 1. Wall assembly comprising:track members each having a web portion and flange portions, with indent portions at selected increments along at least one flange portion of each track member, a plurality of wall studs each having end portions to engage the track members and dimpled portions adapted to engage the flange portions of the track members, and each wall stud having flange portions oriented to engage the flange portions of the track members with the dimpled portions nested with the indent portions in the track members at the end portions when assembled.2. The wall assembly as claimed in comprising in addition:at least some of the dimpled portions on the studs are slotted to provide for adjustment of the stud in relation to the adjacent track members and the insertion of fasteners.3. The wall assembly as claimed in comprising in addition:the studs and the tracks are cut to length and pre-partially cut through to shorter lengths in accordance to an architectural plan of the desired wall assembly but with such shorter lengths maintained in longer lengths so that bundles of such studs can be sent to an assembly location and the pre-partially cut lengths separated for assembly of the wall assembly in accordance with the architectural plan thereof.4. The wall assembly as claimed in where the studs are cut ...

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Номер записи: 54
24-02-2022 дата публикации

FLEXIBLE THERMAL INSULATION ASSEMBLY AND METHOD FOR THERMALLY INSULATING A SNOW HEAP

Номер: US20220055337A1
Автор: Bergeron Maxim, Kirouac Mathieu
Принадлежит: GLACIES TECHNOLOGIES INC.

The present disclosure concerns a flexible thermal insulation assembly to thermally insulate matter from an external environment, the flexible thermal insulation assembly comprising a plurality of thermal insulation covering sections comprising an outer layer and an insulated matter-facing layer, the plurality of thermal insulation covering sections being configurable in an adjacent configuration wherein the plurality of thermal insulation covering sections are articulately connected to one another to substantially conform to an outer surface of the insulated matter; and an insulated matter-mounting assembly securing the plurality of thermal insulation covering sections onto the insulated matter with the insulated matter-facing layers of the plurality of thermal insulation covering sections at least partially covering the insulated matter and substantially conforming thereto. The present disclosure also concerns a method for thermally insulating matter, such as a snow heap, from an external environment. 1. A flexible thermal insulation assembly to thermally insulate matter from an external environment , the flexible thermal insulation assembly comprising:a plurality of thermal insulation covering sections comprising an outer layer and an insulated matter-facing layer, the plurality of thermal insulation covering sections being configurable in an adjacent configuration wherein the plurality of thermal insulation covering sections are articulately connected to one another to substantially conform to an outer surface of the insulated matter; andan insulated matter-mounting assembly securing the plurality of thermal insulation covering sections onto the insulated matter with the insulated matter-facing layers of the plurality of thermal insulation covering sections at least partially covering the insulated matter and substantially conforming thereto.2. (canceled)3. The flexible thermal insulation assembly according to claim 1 , wherein at least one of said plurality of ...

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Номер записи: 55
06-02-2020 дата публикации

TEXTILE-REINFORCED CONCRETE STRUCTURE USING TEXTILE GRID FIXING APPARATUS AND CONSTRUCTION METHOD FOR THE SAME

Номер: US20200040580A1
Автор: KIM Hyeong Yeol, KOH Kyung Taek, RYU Gum Sung
Принадлежит: KOREA INSTITUTE OF CIVIL ENGINEERING AND BUILDING TECHNOLOGY

Provided are a textile-reinforced concrete structure using a textile grid fixing device and a construction method therefor. A textile grid is precisely disposed at a predetermined position between a mold and a main reinforcing bar using a textile grid fixing device so as to be prevented from being moved by a pouring pressure when concrete is poured, and thus a textile-reinforced concrete structure can be precisely constructed. The textile grid fixing device is fixed to one side of the mold, and the textile-reinforced concrete structure is constructed using the textile grid fixing device such that fine cracks are suppressed from being generated on a surface of concrete. Further, a surface of a concrete structure is protected from an external environment when the textile-reinforced concrete structure is constructed so that a covering thickness of concrete can be reduced, and thus, the textile-reinforced concrete structure can be economically constructed. 1. A textile-reinforced concrete structure comprising:poured concrete;a reinforcing bar disposed in the poured concrete;a plurality of textile grids installed between the reinforcing bar and a surface of the textile-reinforced concrete structure; anda textile grid fixing device including a head, a cover, and a supporting part, wherein the plurality of textile grids are fixedly disposed on the head,wherein a side of the textile grid fixing device away from the head is exposed at the surface,wherein the textile grid fixing device includes:the head including a grip groove and a head fastening hole, wherein the plurality of textile grids are fixedly inserted into the grip groove;the cover including a fastening anchor and a grid insertion groove, wherein the fastening anchor is fastened to the head fastening hole while the textile grids are disposed between the grip groove and the grid insertion groove; anda supporting part fastened to a lower portion of the head to function as a support.2. (canceled)3. The textile- ...

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Номер записи: 56
18-02-2016 дата публикации

Method Of Construction Of Prestressed Concrete Panel Wall Liquid Storage Tank And Tank So Constructed

Номер: US20160046437A1
Автор: Hoyle Kimberly Ann Fernandez, Tsai Chung-Nan Nancy
Принадлежит: Chevron U.S.A. INC.

Disclosed is a method for the construction of a prestressed concrete tank for the storage of liquids. The method includes erecting precast concrete panels on a foundation in a generally cylindrical shape while allowing an opening to allow the passage of people and equipment there through during the construction of the tank. Anchors are provided along both vertical edges of the opening. Strands are inserted into the anchors along both vertical edges of the opening and wire wrapped under tension over the outer surface of the inner tank wall. In one embodiment, a structural frame is secured within the opening and the strands are anchored to the vertical members of the structural frame. Once the opening in the tank wall is no longer needed, the opening is sealed with concrete panels. The sealed opening is then wire wrapped under tension using strands anchored to the anchors provided along both vertical edges of the opening. 1. A method for constructing a storage tank having a generally cylindrical shape , comprising:a. constructing an inner tank wall comprising concrete panels on a foundation wherein the inner tank wall has an outer surface and an opening in the inner tank wall defined by an opening height and two vertical edges spaced a width apart, the opening provided to allow the passage of people and equipment there through prior to step (e) of the method;b. anchoring at least a first elongated tensile member to the outer surface of the inner tank wall at a first plurality of locations along one of the two vertical edges adjacent the opening;c. wrapping the outer surface of the inner tank wall with the at least a first elongated tensile member;d. anchoring the at least a first elongated tensile member to the outer surface of the inner tank wall at a second plurality of locations along the other of the two vertical edges adjacent the opening such that each of the first plurality of locations is horizontally aligned with each of the second plurality of locations;e. ...

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Номер записи: 57
18-02-2021 дата публикации

SYSTEMS AND METHODS FOR A WALL PARTITION APPARATUS

Номер: US20210047831A1
Автор: Ramirez Casey
Принадлежит:

A wall partition apparatus includes a body in communication with a base. The body defines a plurality of poles in telescoping arrangement relative to one another. A plurality of arms is in communication with the body and configured to extend horizontally relative to the body. Each of the plurality of arms is engaged to a curtain that deploys to form an overall wall shape configuration. 1. An apparatus for providing a portable privacy partition , comprising:a base;a body extending from a first surface of the base, the body including a plurality of poles configured to telescope relative to one another and the base so as to form a predetermined height over the base;an extension arm including a proximal end coupled to a lateral side of the body via a hinge and a distal end opposite the first end, the hinge accommodating positioning of the distal end of the extension arm to a predetermined location relative to the body;an inner arm engaged to the extension arm with at least a portion of the inner arm configured to extend from the distal end of the extension arm; anda first curtain positioned along the inner arm and second curtain positioned along the extension arm, each of the first curtain and the second curtain deployable to occupy a space adjacent the body.2. The apparatus of claim 1 , further comprising:a plurality of legs coupled to the first surface of the base, each of the plurality of legs including a fixed end coupled to the first surface via a hinge, and a free end defined opposite the fixed end, the hinge accommodating repositioning of the free end of the leg relative to the base such that the leg extends adjacent to a second end of the base opposite the first end.3. The apparatus of claim 1 , wherein the body includes a pin hole for securing at least one of the plurality of poles in a fixed position relative to the base.4. The apparatus of claim 1 , wherein the inner arm is configured to swivel relative to the extension arm.5. The apparatus of claim 1 , ...

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Номер записи: 58
16-02-2017 дата публикации

Stiffened Frame Supported Panel

Номер: US20170044759A1
Автор: Kreizinger Kenneth Robert
Принадлежит:

Frame supported panels with an increased load carrying capacity derived from inducing newly discovered conditions on panels made from weaker, lighter and thinner materials. The fixed/continuous/dropped condition can increase a panel's load capacity many times based on the panel's interaction with frame members. This enables foam panels, for example, to be used in structural applications. It also enables polyurethane foam with any cladding to provide a comprehensive, structural building panel that provides a finished exterior, continuous and cavity insulation, an air, moisture and vapor barrier and increased uplift resistance while eliminating condensation and thermal expansion/contraction. 1. A stiffened frame supported panel comprised of:a. one or more frame members having a top edge, a bottom edge and two sides and said frame members are spaced a distance apart with one or more individual spans between said frame members andb. a panel with a continuous section continuous over said top edges and supported by said frame members and has a continuous conditioned load capacity over each said individual span as determined by a load test andc. said panel has one or more dropped sections between said sides andd. said panel fixed to said frame members with a sufficient adhesive bond to induce a fixed boundary condition on said panel ande. one or more rotational resistance members attached to non-top edges of two or more adjacent said frame members andf. said panel is stiffened by said dropped section, said fixed boundary condition and said rotational resistance members for an increased load capacity, as determined by said load test, at least 25% greater than said continuous conditioned load capacity over at least one said individual span,whereby said panel is stiffened.2. The frame supported panel of wherein said increased load capacity is predetermined from prior load tests to be more than 25% greater than said continuous conditioned load capacity.3. The frame supported ...

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Номер записи: 59
16-02-2017 дата публикации

FIRE-RATED WALL AND CEILING SYSTEM

Номер: US20170044762A1
Автор: Pilz Donald A., Poliquin Raymond E., Sesma Fernando Hernandez
Принадлежит:

The present application is directed toward fire-rated wall construction components and wall systems for use in building construction. Embodiments can include tracks for holding studs which incorporate various geometries capable of receiving fire-retardant material, flat straps for use between tracks and fluted wall components, fire sponges for use in fluted wall components, and tracks with protruding grooves or other structures which prevent unwanted air movement between a wallboard component and the track. 1. A fire-rated stud framing wall and ceiling system , comprising:a bottom track comprising a web, a first flange and a second flange, the first and second flanges extending in an upward direction from opposing side edges of the web, the bottom track defining an interior space between the web and the inwardly-facing surfaces of the first and second flanges;a plurality of studs that are spaced from one another along the bottom track, each of the plurality of studs having a bottom end received within the interior space of the bottom track, each of the plurality of studs extending in a generally vertical direction from the bottom track;a top track comprising a web, a first flange and a second flange, the first and second flanges extending in a downward direction from opposing side edges of the web, the top track defining an interior space between the web and the inwardly-facing surfaces of the first and second flanges, wherein upper ends of each of the plurality of studs are received within the interior space of the top track, further comprising at least one fire-retardant material strip extending along a length of the top track, the at least one fire-retardant material strip positioned on a portion of the web and at least one of the first and second flanges, the at least one fire-retardant material strip having at least a first surface facing the top track and a second surface; anda ceiling;wherein the top track is secured to the ceiling and the at least one fire- ...

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Номер записи: 60
16-02-2017 дата публикации

STRUCTURAL ENGINEERED WOOD RIM BOARD SYSTEM FOR LIGHT FRAME CONSTRUCTION

Номер: US20170044768A1
Автор: MEI Edmund
Принадлежит:

A peripheral portion of a light frame construction building constructed from structural engineered wood components involves first, second and third structural engineered wood rim boards each having a cavity on an exterior-facing side and a substantially flat interior-facing side, with ends of the second and third structural engineered wood rim boards abutting each other to form a corner, and an auxiliary corner support affixed to, and within the cavities of, the second and third structural engineered wood rim boards. 1. A peripheral portion of a light frame construction building constructed from structural engineered wood components , the peripheral portion comprising:a) a first structural engineered wood rim board located on a foundation of the portion of the light frame construction building;b) a second structural engineered wood rim board located on a level of the peripheral portion of the light frame construction building other than a foundation level, the second structural engineered wood rim board having a terminal end;c) a third structural engineered wood rim board having a terminal end, wherein the terminal end of the third structural engineered wood rim board abuts the terminal end of the second structural engineered wood rim board at an angle so as to form a corner;d) an auxiliary corner support having a first arm and a second arm oriented relative to each other so as to correspond to the angle, wherein the first arm and the second arm each have an arm height;e) at least one wall stud located between, and forming a load transfer path between, the first structural engineered wood rim board and one of the second or third structural engineered wood rim boards; I) a pair of flanges, and', 'II) a web affixed between the pair of flanges, the web having a height defining a separation distance between the flanges;, 'wherein the first, second and third structural engineered wood rim boards are constructed such that each includes'} I) on one side of each structural ...

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Номер записи: 61
15-02-2018 дата публикации

INVERSE CONSTRUCTION METHOD FOR DEEP, LARGE AND LONG PIT ASSEMBLING STRUCTURE OF SUSPENSION-TYPE ENVELOPE ENCLOSURE

Номер: US20180044907A1
Автор: Hu Tao, HU Yong, Li Dong, PENG Daoyan, YI Aihua
Принадлежит:

The present invention relates to the field of construction of underground buildings, specifically to an inverse construction method for a deep, large and long pit assembling structure of a suspension-type envelope enclosure. A method includes design and calculation; engineering construction of foundation piles; control over underground water; construction of a pit enclosure; building of a basement reinforcing and anti-seeping layer; inverse construction; and floor structure construction. By the inverse construction method for a deep, large and long pit assembling structure of a suspension-type envelope enclosure of the present invention, the pit construction quality is easily controlled, the basement is well waterproofed and easily monitored, and the quality control, service and maintenance are easy. 1. An inverse construction method for a deep , large and long pit assembling structure of a suspension-type envelope enclosure , comprising the following steps:(I) determining a pit size and depth of a pit enclosure according to a size of a basement to be constructed, and determining a thickness of a basement reinforcing and anti-seeping layer according to the depth of the pit enclosure and geological conditions;(II) performing one-column-one-pile construction in the pit, wherein the one-column-one-pile refers to an integrated structure of a column pile and an engineering pile, the engineering pile is disposed below the column pile, the bottom of the engineering pile is embedded into a waterproof layer or a rock formation, the top of the column pile is constructed to the designed height at one time; during the construction, the verticality of the column pile is ensured, post grouting is carried out at the bottom and the lateral middle portion of the pile to ensure the bearing capability of the column pile and relieve sedimentation;(III) before completing the construction of the pit enclosure and the basement reinforcing and anti-seeping layer, controlling the pressure ...

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Номер записи: 62
15-02-2018 дата публикации

WALL WITH DECORATIVE FACING

Номер: US20180044915A1
Автор: Castonguay Bertin, Daoust Robert
Принадлежит:

Disclosed is an economical and effective way of producing a double sided wall using facing panels having a face surface and a back surface with a retaining structure. The facing panels are stacked in a back-to-back arrangement into a pair of first and second wall components connected by separate articulated connectors. The articulated connectors each have a first base connector that fits into a respective retaining groove in the first wall component and a second base connector that fits into a respective retaining groove of the second wall component. The first and second base connectors are connected to each other by a link that forms a first pivot joint at the first base connector and a second pivot joint at the second base connector. 1. A method for providing a double sided hollow wall , the method comprising:providing a plurality of concrete facing panels each having a front surface and an opposite, back surface, the back surface including at least one retaining structure;stacking the concrete facing panels back-to-back in spaced apart parallel rows to form a pair of spaced apart parallel first and second wall components and an intermediate space;in each row, connecting a first concrete facing panel in the first wall component with a second concrete facing panel in the second wall component in the back-to-back orientation, using at least one separate connector having a first connecting end for engagement in the at least one retaining structure of the first concrete facing panel and a second connecting end for engagement to the at least one retaining structure in the second concrete facing panel to form the double sided wall;the at least one separate connector being an articulated connector having a link for forming a pivot joint between the first connecting end and the second connecting end.2. The method of claim 1 , wherein:the first connecting end has a first base connector,the second connecting end has a second base connector,the link has a first link end and ...

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Номер записи: 63
15-02-2018 дата публикации

Pre-fabricated structures and methods

Номер: US20180044916A1
Автор: Tai Dung Nguyen
Принадлежит: Individual

Building structures can be fabricated at an offsite, and then assembled at the construction site. The building structures can include beams and wall panels having metal attachments. The beams and wall panels can be assembled by coupling the metal attachments, for example, by welding.

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Номер записи: 64
15-02-2018 дата публикации

Pre-fabricated structures and methods

Номер: US20180044918A1
Автор: Nguyen Tai Dung, Tran Trung Quoc
Принадлежит:

Building structures can be fabricated at an offsite, and then assembled at the construction site. The building structures can include beams and wall panels having metal attachments. The beams and wall panels can be assembled by coupling the metal attachments, for example, by welding. 1. A prefab house comprising 'wherein the multiple beams are secured to a foundation to form a frame of the prefab house;', 'multiple beams,'} wherein at least a wall panel of the one or more wall panels is disposed between two beams of the multiple beams,', 'wherein the at least a wall panel is disposed between the two beams in such as way so that the at least a wall panel is movable in a direction along a length of the two beams,', 'wherein the at least a wall panel is disposed between the two beams in such as way so that the at least a wall panel is constrained in directions perpendicular to the length of the two beams., 'one or more wall panels,'}2. A prefab house as inwherein each of the two beams comprises a channel running along from one end to an apposite end of the beam,wherein the at least a wall panel comprises a structure that fits in the channel.3. A prefab house as inwherein the at least a wall panel comprises a channel running along from one end to an apposite end of the wall panel,wherein each of the two beams comprises a structure that fits in the channel.4. A prefab house as inwherein each beam of at least two beams of the multiple beams comprises at least a first mating element along a length of the each beam,wherein at least a wall panel of the one or more wall panels comprises a cement material,wherein the at least a wall panel comprises two second mating elements at two ends of the at least a wall panel,wherein the first and second mating elements are configured for mating with each other,wherein the at least a wall panel is disposed between the at least two beams with the second mating elements fitted into the first mating elements of the at least two beams.5. A ...

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Номер записи: 65
03-03-2022 дата публикации

Fiber reinforced polymer building systems and methods

Номер: US20220064942A1
Автор: Paul A. Inglese
Принадлежит: Individual

A composite building system comprising a structural frame and walls which is made of pultrusion fiber reinforced polymer (PFRP) material. PFRP provides increased performance, strength, protection, and longevity for mobile and fixed building structures, enclosures or vehicles, commonly found in residential, commercial, industrial, healthcare, aerospace, government defense, energy, and agriculture sectors. The PFRP material comprises fibers embedded in a resin matrix. Exemplary fibers are glass, carbon, and synthetic fibers. PFRP products can be formed using a pultrusion method that eliminates outgassing. An intumescent fire barrier can be applied to the PFRP to meet National Fire Protection Association fire endurance codes and standards. The composite building system increases personal safety while reducing weight, labor costs, construction time, and total cost of ownership over the life of the structure while being resistant to ballistic, seismic, corrosion, rotting, impact, and insect damage. In addition, a wall and wall assembly consisting of the PFRP material is impervious to water and air and does not require an exterior finish coating. The PFRP wall and wall assembly can be designed to be versatile, allowing for use with both PFRP structural framing and traditional framing materials, such as concrete, steel, and wood.

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Номер записи: 66
03-03-2022 дата публикации

Pultruded Fiber Reinforced Polymer Building Systems and Methods

Номер: US20220064951A1
Автор: Inglese Paul A.
Принадлежит:

A composite building system comprising a structural frame, walls, floor, and roof is made of pultrusion fiber reinforced polymer (PFRP) material. A combination of PFRP, stainless steel screws and flexible epoxy can be used in the manufacture of a mobile or fixed structure. During assembly, an intumescent fire barrier can be applied to the PFRP components. Unlike traditional building materials, an exterior waterproof finish coating is not required when using a PFRP wall, floor, and roof assembly. The PFRP wall and wall assembly can be used with both PFRP structural framing and traditional framing materials, such as concrete, steel, or wood, allowing the PFRP wall and wall assembly to be used as a mid-rise or high-rise curtain wall.

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Номер записи: 67
14-02-2019 дата публикации

BUILDING FRAME STRUCTURE HAVING EDGE BEAM AND CONSTRUCTION METHOD THEREOF

Номер: US20190048575A1
Автор: WONG Conrad Tin Cheung, WONG Rosana Wai Man
Принадлежит:

Disclosed is a building frame structure having an edge beam and a construction method thereof. The frame structure includes: a main frame structure and a cantilever beam provided outside of the main frame structure, a beam supported by the cantilever beam, and an outer floor disposed between the main frame structure and the edge beam. The edge beam and the cantilever beam are preforms reserved with exposed reinforcing bars, respectively. The edge beam is provided thereon with a vertical sideboard and a temporary safety rail. The cantilever beam is a beam-shell structure provided with an inner recess. The outer floor is a laminated plate, a lower part of which is a preformed plate. The preformed plate, the edge beam, and the cantilever beam are connected to each other by concrete cast in situ at respective top portions thereof. 1. A building frame structure having an edge beam , comprising:{'b': 10', '1', '2', '31, 'a main frame structure () which includes a column (), a beam (), and an inner floor (),'}{'b': 5', '10, 'a cantilever beam () provided outside of the main frame structure (),'}{'b': 6', '5, 'an edge beam () supported by the cantilever beam (), and'}{'b': 32', '10', '6, 'an outer floor () disposed between the main frame structure () and the edge beam (),'}{'b': 6', '6', '61', '62, 'wherein the edge beam () is a preform reserved with an exposed reinforcing bar, the edge beam () being provided thereon with a vertical sideboard () and a temporary safety rail ();'}{'b': 5', '5, 'wherein the cantilever beam () is a preform reserved with an exposed reinforcing bar, the cantilever beam () having a beam-shell structure provided with an inner recess;'}{'b': 32', '321, 'wherein the outer floor () is a laminated plate, a lower part of which is a preformed plate (); and'}{'b': 321', '6', '5, 'wherein the preformed plate (), the edge beam (), and the cantilever beam () are connected to each other by concrete cast in situ at respective top portions thereof.'}26361663. ...

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Номер записи: 68
14-02-2019 дата публикации

Block Interlocking Module and System to Build Architectural Structures

Номер: US20190048581A1
Автор: Martinez Lazaro
Принадлежит:

An interlocking module including a panel and one or more trapezoidal elongations extending from any of the first end face, the second end face, the first side face, the second end face, the upper face or the lower face of the panel, wherein the one or more trapezoidal elongations each include a dovetail joint. The interlocking module further including one or more members, wherein each of the one or more members emanates from each of the one or more trapezoidal elongations, and wherein each of the one or more members emanates in a perpendicular direction relative to each of the upper and the lower faces of the panel. The upper face includes a plurality of apertures, wherein each of the plurality of apertures is configured for receiving a pin from a member of a second module for interlocking the second module and a first module. The panel and the one or more members of the interlocking module define a void space for receiving a standard sized building block within the void space. 1. A modular building unit , comprising:a first end face and a second end face, wherein the second end face is positioned opposite to and at a distance from the first end face, a first side face a second side face, wherein the second side face is positioned opposite to and at a distance from the first side face, and an upper face and a lower face;one or more trapezoidal elongations extending from any of the first end face, the second end face, the first side face, the second end face, the upper face or the lower face, wherein each of the one or more trapezoidal extensions includes a dovetail joint, wherein each dovetail joint includes a dovetail-tail and a dovetail socket;one or more legs, wherein a leg emanates from each of the one or more trapezoidal elongations;one or more legs emanating in a generally perpendicular direction relative to each of the upper and the lower faces;one or more apertures, wherein the one or more apertures are generally aligned in a central position of the upper ...

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Номер записи: 69
25-02-2021 дата публикации

CONCRETE SLAB LOAD TRANSFER APPARATUS AND METHOD OF MANUFACTURING SAME

Номер: US20210054578A1
Автор: Ali Zafar Imtiaz, Hall Jimmy Lee, Kao Eddie, Riffle Randall Derek, Rodden Robert Alan, St. Louis Matthew Douglas
Принадлежит:

Various embodiments of the present disclosure provide a cast-in-place concrete slab load transfer apparatus and method of manufacturing same. In various embodiments, the concrete slab load transfer apparatus includes a plurality of load transfer dowels each having a top surface and a bottom surface, a basket supporting the load transfer dowels, and a plurality of welds including a plurality of breakable welds connecting the bottom surfaces of the load transfer dowels to the basket. 1. A concrete slab load transfer apparatus comprising:a plurality of load transfer dowels each having a top surface and a bottom surface;a basket supporting the load transfer dowels, the basket including a first leg and a second leg; anda plurality of welds connecting the load transfer dowels to the first leg and to the second leg of the basket, wherein for each of the load transfer dowels, the welds include a breakable weld attaching that load transfer dowel to one of the first and second legs, and a stronger weld attaching that load transfer dowel to the other of the first and second legs.2. The concrete slab load transfer apparatus of claim 1 , wherein each of the load transfer dowels are only attached to the first and second legs by the welds.3. The concrete slab load transfer apparatus of claim 2 , wherein the first leg includes an elongated first lower member claim 2 , an elongated first upper member claim 2 , and a first plurality of spaced apart member connectors connecting the elongated first lower member and the elongated first upper member.4. The concrete slab load transfer apparatus of claim 3 , wherein the second leg includes an elongated second lower member claim 3 , an elongated second upper member claim 3 , and a second plurality of spaced apart member connectors connecting the elongated second lower member and the elongated second upper member.5. The concrete slab load transfer apparatus of claim 4 , wherein the plurality of welds including the breakable welds connect the ...

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Номер записи: 70
25-02-2021 дата публикации

APPARATUS AND SYSTEM FOR ACOUSTIC CURVED CEILING BAFFLE AND METHODS OF MANUFACTURING THEREOF

Номер: US20210054620A1
Автор: Headley Dustin
Принадлежит:

An acoustic curved ceiling baffle and system that incorporates sidewalls with cuts or kerfs, top and bottom spines and ribs to properly configure the curves in the acoustic baffle, and that can be quickly and easily installed onto ceilings using integrated locks, cables or magnets, to produce a curved baffle system, and to provide an aesthetically pleasing image, along with a reduction in unwanted noise and/or room acoustics. 1. A dynamic acoustic curved ceiling baffle , comprising:a first sidewall, said first sidewall comprising at least one first sidewall kerf, said at least one first sidewall kerf facilitating the curvature of said first sidewall;a second sidewall, said second sidewall comprising at least one second sidewall kerf, said at least one second sidewall kerf facilitating the curvature of said second sidewall;a top spine, said top spine comprising at least one top spine strut, said at least one top spine strut used in conjunction with said top spine to hold the first sidewall and second sidewall in their curved position;at least one locking mechanism being located on the top end of the ceiling baffle, said at least one locking mechanism being integral with the ceiling baffle, such that said ceiling baffle can be attached to a ceiling hanger using the locking mechanism;wherein said first sidewall, said second sidewall and said top spine combine to create an air gap, said air gap creates a reduction in unwanted room acoustics; andsaid at least one locking mechanism being located on the top end of the ceiling baffle, said at least one locking mechanism being integral with the dynamic acoustic curved ceiling baffle, such that said dynamic acoustic curved ceiling baffle can be attached to a ceiling using the locking mechanismwherein, once said ceiling baffle is attached to said ceiling, the ceiling baffle will provide an aesthetically pleasing image along with a reduction in unwanted room acoustics.2. The dynamic acoustic curved ceiling baffle of claim 1 , ...

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Номер записи: 71
13-02-2020 дата публикации

Control System for Movable Additive Manufacturing

Номер: US20200048893A1
Автор: Daniel J. Martinez, Daniel P. Sergison, Zhijun Cai
Принадлежит: Caterpillar Inc

A system for additive manufacturing includes a mobile implement system with a nozzle, an implement system pose sensor, and a controller. The controller determines a plurality of potential poses and a plurality of potential paths of the nozzle. A desired pose and a desired path are selected and a sequence and rate of operation of the mobile implement system is determined to permit the nozzle to deposit sequential layers of material to form a desired structure. After moving the mobile implement system towards the desired pose, a modified sequence and rate of operation of the mobile implement system is determined that will cause the nozzle to follow the desired path even if the mobile implement system is not at the desired pose while depositing the sequential layers of material along the desired path to form the structure.

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Номер записи: 72
13-02-2020 дата публикации

Composite wood arrangement and method for manufacturing said arrangement

Номер: US20200048906A1
Автор: Tapani Samuel Honkala
Принадлежит: Individual

The present invention relates to a composite wood arrangement comprising construction components ( 1 ) mechanically joined together in a parallel position. Such a construction component comprises at least one profiled side surface ( 2, 3 ) and, connecting them together, at least one edge surface ( 4, 5 ) and end surfaces ( 6, 7 ), perpendicular to the longitudinal axis ( 11 ) of the construction component. In the invention, the side surfaces in parallel construction components are adapted in an opposite position in pairs so that profile crests ( 8 ) and throughs ( 9 ) in opposite side surfaces are substantially parallel. There are these construction components ( 1 ) adapted successively in their longitudinal direction and adjacently in at least the lateral direction of the composite wood arrangement to establish a uniform plate-like structure, whereby the construction components are joined together by mechanical joining means.

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Номер записи: 73
22-02-2018 дата публикации

DISASTER-RESISTANT STRUCTURE AND METHOD FOR SECURING DISASTER-RESISTANT STRUCTURES TO A BODY OF CAST MATERIAL

Номер: US20180051456A1
Автор: Hudlow Jessie Edward
Принадлежит:

The present invention is a novel, disaster-resistant structure (such as a building, room, closet, enclosure, or wall) and a method for constructing or assembling the structure securely to a body of cast material such as a foundation, grade beam base, platform, slab or floor that incorporates flexible cables to resist the very high loads or impact of debris and other hazards that may occur due to high winds, tornadoes, earthquakes, or other severe storms. The structure is secured to the body of cast material by at least one flexible cable. The flexible cable can be comprised of any member from a group of cables, wires, ropes, strings, or threads. The flexible cable can also be made from a wide range of materials including steel, other metals, nylon, manila, polypropylene, polyester, polyethylene, Kevlar, Nomex or polyimides. Typical construction methods for a body of cast material include building a form work or frame that defines the shape and dimensions of the body of cast material. In the preferred embodiment of the present invention, at least one hollow tube is placed into the area defined by the form work or frame for the body of cast material. The tube is placed in a generally horizontal position, but the ends may be curved or turned upward. When the cast material is placed into the form work or frame and hardens, the tube is at least partially embedded. In the best mode, the tube is bent or curved so that the ends are not within the formwork or frame and are protruding from the body of cast material after it hardens. However the hollow tube could be straight, curved, or angled. The tube may also be woven between the conventional steel reinforcing of the body of cast material. In the preferred embodiment, the flexible cable is passed through the hollow tube so that it can be looped over the ceiling or portion of the ceiling after the structure is framed. Conventional construction methods for framing include the use of wood, metal or masonry. In the preferred ...

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Номер записи: 74
10-03-2022 дата публикации

Panel for sheathing system and method

Номер: US20220074205A1
Автор: Joel F. Barker, John L. Bennett, Kelly R. Flaherty, Neil C. Swiacki, Nian Ou, Rick D. Jordan, Thomas L. Schuman
Принадлежит: HUBER ENGINEERED WOODS LLC

The panel includes a water resistant barrier layer secured atop its outward facing surface. The water resistant barrier layer includes a skid resistant surface. The panels are made of lignocellulosic material. The water resistant and skid resistant surface may include indicia for aligning strips of tape or for aligning fasteners. A method for manufacturing the water resistant building panels is also disclosed and includes the steps of feeding paper onto a forming belt, depositing lignocellulosic material and the binding agent onto the forming belt so as to form a lignocellulosic mat, applying heat and pressure so as to impart the skid resistant surface on the paper, and cutting panels to predetermined sizes.

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Номер записи: 75
10-03-2022 дата публикации

CONCRETE VOIDED FLOOR PANEL

Номер: US20220074206A1
Автор: Gee David Michael, Kirkley Kevin, Tadros Maher K., Zavitz Bryant
Принадлежит:

A voided floor panel is provided. The voided floor panel includes a pre-cast dome, strands, reinforcing bars, and a slab. The pre-cast dome includes a flange portion, stem portions, and joint portions. The strands are pre-tensioned. The reinforcing bars are inserted through rebar block-outs of the pre-cast dome. The joint portions, the strands, and the reinforcing bars are cast within the slab. The strands improve a resistance of the slab to flexure. The joint portions improve a vertical shear resistance between the slab and the pre-cast dome. The joint portions may include corrugated dovetails for further improving a horizontal shear resistance between the slab and the pre-cast dome. 1. A voided floor panel , comprising: a flange portion;', 'a first stem portion and a second stem portion, each of the first stem portion and the second stem portion arranged substantially orthogonal with respect to the flange portion;', 'a plurality of joint portions, a first set of the plurality of joint portions disposed along an end of the first stem portion, a second set of the plurality of joint portions disposed along an end of the second stem portion, at least some of the first set and at least some of the second set including a plurality of rebar block-outs transversely oriented to a longitudinal span of the pre-cast dome; and', 'a first ledge portion and a second ledge portion, the first ledge portion disposed between the flange portion and the first stem portion along the longitudinal span, the second ledge portion disposed between the flange portion and the second stem portion along the longitudinal span;, 'a pre-cast dome includinga plurality of strands arranged with respect to the longitudinal span of the pre-cast dome;a plurality of reinforcing bars inserted through the plurality of rebar block-outs; anda slab; wherein the plurality of joint portions, the plurality of strands, and the plurality of reinforcing bars are cast within the slab; wherein the pre-cast dome and ...

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Номер записи: 76
04-03-2021 дата публикации

ASSEMBLED SLAB STEEL-WOOD COMPOSITE JOINT AND ASSEMBLY METHOD THEREOF

Номер: US20210062494A1
Автор: BAO Jiuwen, Feng Peng, LI Zunqiang, Liu Yi, MOU Ben
Принадлежит: QINGDAO UNIVERSITY OF TECHNOLOGY

An assembled slab-type steel-wood composite joint, includes a steel-wood composite column, square wood beams, connecting assemblies for connecting the steel-wood composite column and the square wood beams, and wood slabs connected to and supported by the steel-wood composite column, the square wood beams and the connecting assemblies. The steel-wood composite column includes a hollow cross-shaped outer square wood column, and square blocks are integrally formed on the outer square wood column; and a steel sleeve is inlaid in the outer square wood column, an inner wood column is inlaid in the steel sleeve, column vertical steel bars penetrate through the inner wood column, horizontal steel bars penetrate through the square blocks and are fixedly connected to the steel sleeve, and threads are arranged at the ends of the horizontal steel bars. 1. An assembled slab steel-wood composite joint , comprising a steel-wood composite column ,a plurality of square wood beams,a plurality of connecting assemblies for connecting the steel-wood composite column and the plurality of square wood beams, and 'the steel-wood composite column comprises a hollow outer square wood column, a plurality of integrally-formed square blocks are arranged on a plurality of vertical outer sides of the hollow outer square wood column, and the hollow outer square wood column has a cross-shaped sectional structure; a steel sleeve is inlaid in the hollow outer square wood column, an inner wood column is inlaid in the steel sleeve, a plurality of column vertical steel bars penetrate through the inner wood column, a plurality of inner ends of a plurality of horizontal steel bars penetrate through the plurality of integrally-formed square blocks to be fixedly connected to the steel sleeve, and a plurality of threads are arranged at a plurality of outer ends of the plurality of horizontal steel bars;', 'a plurality of wood slabs connected to and supported by the steel-wood composite column, the plurality ...

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Номер записи: 77
17-03-2022 дата публикации

Structural Floor and Roof Joists

Номер: US20220081904A1
Автор: Chatham Gary, Ford Trevor, Guajardo Abdiel, Medina Jose, Valle John, Valls Kenneth
Принадлежит: HI-TECH TILT INTELLECTUAL PROPERTY MANAGEMENT, INC.

A floor includes structural floor joist that includes a flange and tabs punched out of the flange (forming holes in the flange). Flooring material of the floor that extrudes through at least one of the holes is bonded to some of the tabs and the flange of the structural floor joist, forming a bonded composite assembly of the structural floor joist and the forming material, that has a centroid that is located in or near the forming material, placing some of the forming material in compression and placing at least 90% of the structural floor joist in tension. 1. An apparatus comprising:a forming material; and a flange having a central longitudinal axis; and', 'a web that extends from the flange;', 'a plurality of tabs punched out of the flange, forming a hole for each of the plurality of tabs, yielding a plurality of holes,, 'a member havingwherein a portion of the forming material extrudes through at least one of the holes and the portion of the forming material is bonded to the forming material to the tabs and the flange of the member, forming a bonded composite assembly of the member and the forming material,wherein the bonded composite assembly having a centroid that is located in or near the forming material, placing 100% or near or about 100% of the forming material in compression and placing at least 90% of the member in tension.2. The apparatus of claim 1 , wherein the centroid of the bonded composite assembly is located at a bottom plane of the forming material.3. The apparatus of claim 2 , wherein the centroid of the bonded composite assembly is located at the middle of the flange and between the web and the flange return.4. The apparatus of claim 1 , wherein each of the plurality of tabs comprise:a tab leg that is substantially planar and is connected to the flange at one end of the tab leg of each of the plurality of tabs and that projects outwardly from the flange at an angle of less than 90 degrees to the flange; and wherein the hole is defined by a base ...

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Номер записи: 78
27-02-2020 дата публикации

Method of Reinforced Cementitious Construction By High Speed Extrusion Printing and Apparatus for Using Same

Номер: US20200061866A1
Автор: Giles Brian C.
Принадлежит:

The present invention relates to methods and apparatuses for an automated reinforced concrete construction system for onsite slip-form molding and casting a variety of cementitious mixes in a cast in place leave in place externally moldable flexible reinforced containment sleeve providing a wide variety of interchangeable full-scale molding configurations simultaneously optimizing a wide variety of cementitious mix curing characteristics, further having optional internal reinforcement net(s), for layer wise interlocking additive printed brick deposition providing improved slip-form mold casting of a wide variety of reinforced concrete structures; the present invention further includes a variety of operating platforms suitable for on and offsite construction as disclosed herein. 1. A full architectural-scale , slip-form molding apparatus , comprising: a cementitious material pump nozzle that dispenses cementitious material;', 'an external reinforcing containment sleeve;, 'a slip-form printing reinforced concrete construction system comprising a brick mold coupled to the pump nozzle that moves with the pump nozzle, wherein the brick mold is configured for receiving the cementitious material from the pump nozzle to extrude a slip-form printed brick having a slip-form printed brick shape;', 'wherein the external reinforcing containment sleeve is configured around the extruded slip-form printed brick;', 'wherein the external reinforcing containment sleeve moves through the brick mold as the cementitious material is dispensed from the pump nozzle into the brick mold to extrude an external containment sleeve reinforced slip-form printed brick., 'wherein the containment sleeve is a flexible sheet of material;'}2. The apparatus according to claim 1 , further comprising a dispensing spool for the external reinforcing containment sleeve claim 1 , wherein the external reinforcing containment sleeve is dispensed from said dispensing spool and configured around said cementitious ...

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Номер записи: 79
28-02-2019 дата публикации

Tornado Proof Housing

Номер: US20190063099A1
Автор: Jenks Joseph E.
Принадлежит:

A tornado resistant/proof residential housing unit that is built to withstand natural disaster conditions resulting from tornadoes, violent storms, and fire. An internal concrete reinforced core layout gives the unit its structural strength, as well as the versatility needed to face natural disaster conditions while providing absolute resistance to heavy winds such as those caused by a tornado. The unit has an external facade which mimics the exterior appearance of a typical subdivision home. 1. A tornado resistant/proof dwelling structure , comprising:a concrete slab;a series of interconnected reinforced concrete boxes built upon the concrete slab, each having sidewalls, an initially open top, and a bottom which is enclosed by the concrete slab;a reinforced concrete ceiling which covers and encloses the top of the interconnected concrete boxes to form an internal reinforced concrete central core layout for the dwelling structure;wherein the internal reinforced concrete central core layout has internal walls and external walls which are all constructed from insulated concrete forms which have been filled with concrete and reinforcing rebar; andwherein the external walls of the internal reinforced concrete central core layout are provided with an external facade which mimics the exterior appearance of a typical subdivision home.2. The tornado resistant/proof dwelling of claim 1 , wherein the external walls of the internal reinforced concrete central core of the dwelling structure are designed to withstand 250 mph winds.3. The tornado resistant/proof dwelling of claim 2 , wherein the external walls of the internal reinforced concrete central core of the dwelling structure are a minimum of 6 inch thick concrete.4. The tornado resistant/proof dwelling of claim 2 , wherein the reinforced concrete ceiling of the internal reinforced concrete central core of the dwelling structure is a minimum of 6 inch thick concrete.5. The tornado resistant/proof dwelling of claim 1 , ...

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Номер записи: 80
10-03-2016 дата публикации

MODULAR BUILDING SYSTEM

Номер: US20160069063A1
Автор: Harvey James F.
Принадлежит:

A prefabricated modular reinforced concrete building system includes panel assemblies for foundations, walls, decks, and roofs designed to be built out in a manufacturing facility, shipped to a job site, and filled with concrete. Panel assemblies incorporate a space frame to ensure structural integrity during shipping and during concrete fill. Space frames can include structural columns, rebar mats, spacers, straps, and skin panels. Panel assemblies may be manufactured to contain architectural interior/external finishes, windows/doors, and pre-installed utility distribution systems. 1. A modular panel assembly comprisinga first rebar mat having a top edge, a bottom edge, and a pair of side edges;a plurality of structural columns connected at intervals to the first rebar mat;a second rebar mat having a top edge, a bottom edge, and a pair of side edges, wherein the second rebar mat is connected to the plurality of structural columns on the side opposite of the first rebar mat;a plurality of spacers connected to each of the first and second rebar mats;a first skin panel connected to the first rebar mat and a second skin panel connected to the second rebar mat, wherein the rebar mats and skin panels are configured to define a center region for accepting concrete.2. The panel assembly of further comprising straps disposed between the spacers and the skin panels.3. The panel assembly of wherein the first and second skin panels comprise cement fiber board.4. The panel assembly of further comprising a foldout rebar frame.5. The panel assembly of further comprising a hinge connected to at least one skin panel claim 4 , wherein a portion of the at least one skin panel protracts to form the shell of a spread footer foundation.6. The panel assembly of further comprising a mount for moving the panel assembly by crane.7. The panel assembly of further comprising a plurality of spacer bolts attached to the spacers and configured to provide resistance against skin panel deformation. ...

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Номер записи: 81
27-02-2020 дата публикации

Universal Barrier System Panels

Номер: US20200063433A1
Автор: Garcia Juan
Принадлежит:

A universal barrier system includes universal barrier components that may be assembled together to shield floors and walls from moisture and provide a thermal break in an operational area of the universal barrier component. A lap zone of the universal barrier component may allow universal barrier components to be assembled and installed to protect floors, walls, ceilings, footings and the like from moisture and heat gain or loss by minimizing the need for tapes and other joining methods. The universal barrier system may also act as a sound deadening material. The operational area and lap zone of the universal barrier component may be disposed on a vapor block layer to provide some rigidity. The operational area of the universal barrier component may include a thermal break disposed upon the vapor block layer. The thermal break may include an outer protective layer. In addition, universal barrier tape and universal barrier edging may be provided to couple adjoining universal barrier components. 1. A universal barrier system for forming a moisture shield and thermal break in a building comprising:a universal barrier tape made from polyethylene film, up to 12 inches wide to provide typically 6 inches of lap with an adhesive disposed thereon; a common base component of polyethylene film substantially 6 to 15 mills thick and substantially 54 inches wide and of a length that varies depending upon a desired roll size upon which the common base material is disposed;', 'a thermal break having a thickness substantially ranging from 5 mils to 50 mils, and substantially 48 inches wide and made from millable polyurethane foam containing voids created by microspheres disposed in an operational area substantially forty eight inches wide, beginning at an edge of the common base component and leaving a substantially uncovered area substantially 6 inches wide along an opposite edge as a lap zone for joining to other materials;', 'a first protective outer layer of polyethylene film ...

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Номер записи: 82
09-03-2017 дата публикации

Extruded Walls and Method of Forming Extruded Walls

Номер: US20170067251A1
Автор: Amstutz Aaron Kenneth, Grivetti Tazio Stephan
Принадлежит:

A wall may be formed by a method comprising providing an extrusion platform having a plurality of perforations extending through a surface of the extrusion platform, and extruding a cementitious composite through the perforations of the extrusion platform to grow a plurality of cementitious composite rods each extending from a respective one of the perforations. The method may further comprise allowing the cementitious composite rods to cure to provide the wall. 112-. (canceled)13. A method of forming a wall , comprising:providing an extrusion platform having a surface with a plurality of perforations extending therethrough;extruding a cementitious composite through the perforations of the extrusion platform to grow a plurality of cementitious composite rods extending from the extrusion platform by at least placing the extrusion platform at a desired wall height above a support structure with the perforations facing downward and toward the support structure, and causing a downward growth of the cementitious composite rods from the extrusion platform to the support structure, the perforations of the extrusion platform molding a cross-sectional shape of the cementitious composite rods; andallowing the cementitious composite rods to cure to provide the wall.1416-. (canceled)1716. The method of claim , further comprising leaving the extrusion platform in place as a header for the wall after allowing the cementitious composite rods to cure.1820-. (canceled)21. A wall formed by the method of .22. The wall of claim 21 , wherein the cementitious composite comprises a hybrid polymer/cement composite.23. The wall of claim 21 , wherein the cementitious composite comprises a macro-defect free cement.24. The wall of claim 21 , wherein the wall includes rows of the cementitious composite rods offset from each other in a staggered arrangement.25. The wall of claim 21 , wherein the extrusion platform includes rows of the perforations offset from each other in a staggered ...

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Номер записи: 83
11-03-2021 дата публикации

Concrete slab load transfer and connection apparatus and method of employing same

Номер: US20210071418A1
Автор: Robert Alan Rodden
Принадлежит: ILLINOIS TOOL WORKS INC

Various embodiments of the present disclosure provide a cast-in-place concrete slab load transfer and slab connection apparatus and method of employing same.

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Номер записи: 84
15-03-2018 дата публикации

Method of reinforced cementitious constrauction by high speed extrusion printing and apparatus for using same

Номер: US20180071949A1
Автор: Giles Brian C.
Принадлежит:

The present invention relates to methods and apparatuses for an automated reinforced concrete construction system for onsite slip-form molding and casting a variety of cementitious mixes in a cast in place leave in place externally moldable flexible reinforced containment sleeve providing a wide variety of interchangeable full-scale molding configurations simultaneously optimizing a wide variety of cementitious mix curing characteristics, further having optional internal reinforcement net(s), for layer wise interlocking additive printed brick deposition providing improved slip-form mold casting of a wide variety of reinforced concrete structures; the present invention further includes a variety of operating platforms suitable for on and offsite construction as disclosed herein. 1. A full architectural-scale , automated , 3-dimensional slipform molding apparatus , including a vertically stowable , modular , automated construction system , a transporting and operating trailer platform , and an onsite , slip-form printing , reinforced concrete construction system , wherein the apparatus comprises:a. a forward support frame, wherein the forward support frame comprises a first upper platform and frame and a rear interface side attached to and projecting downward from the first upper platform, and wherein the forward support frame has a recess underneath the first upper frame which is adapted to receive a spare wheel and tire assembly;b. a trailer neck connected to the forward support frame and extending therefrom;c. a first planar deck plate attached to and covering a substantial portion of the first upper platform;d. a mounting operating pedestal assembly apparatus having laser, acoustic, bubble, level indicating systems;e. a pair of adjustable caster wheels, wherein the pair of adjustable caster wheels are attached proximate to the rear interface side;f. a rear support frame having a second upper platform and frame and a forward interface side attached to and ...

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Номер записи: 85
07-03-2019 дата публикации

Perimeter wall for an industrial worksite

Номер: US20190071859A1
Автор: Alex Hesse, Heidi Gill, J.R. Barker, Tom Neppl
Принадлежит: Urban Solution Group LLC

Embodiments are directed to a hinged perimeter barrier or wall for an industrial worksite. The perimeter barrier may be formed from a series of wall sections that include hinged panels. The wall sections may be delivered to the worksite in an unextended configuration and then hoisted (by crane) into an extended configuration. A top panel may include a set of lifting features that may be engaged to raise (unfold) the panels and form the wall section. The wall section may be secured to a structural support using a support attachment assembly. The perimeter barrier may be used to mitigate various byproducts of an industrial worksite, including noise, dust, odor, light, and so on. The panels may be formed from an acoustic dampening material, visual mitigation material, and/or various other materials as may be appropriate for a given worksite.

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Номер записи: 86
24-03-2022 дата публикации

MULTI-PURPOSE STRUCTURAL PANELS AND SYSTEMS FOR ASSEMBLING STRUCTURES

Номер: US20220090379A1
Автор: Perez Alain
Принадлежит:

The present invention is directed to a multi-purpose panel member which may be utilized as any surface or support beam in a structure. In a preferred embodiment, the panel may be extruded monolithically from aluminum. Also disclosed are systems for assembling structures from the panels utilizing a plurality of other components, which are also preferably extruded from aluminum. 1. A multi-purpose , structural construction panel comprising:a monolithic panel member including two oppositely disposed faces spaced apart by a plurality of webs, said two oppositely disposed faces;correspondingly configured ridge and valley members;said two oppositely disposed faces along with said ridge and valley members circumscribing a rectangular profile of said panel member;said plurality of webs at least partially defining a plurality of channels running lengthwise along said panel member and adjoining open ends of said panel member.2. The panel as recited in wherein said panel member is constructed of extruded aluminum.3. The panel as recited in wherein said panel member is comprised of 6082 T6 aluminum alloy.4. The panel as recited in wherein said correspondingly configured ridge and valley members are dimensioned and configured to mate when one panel member is placed in adjoining relation to another panel member.5. The panel as recited in further comprising a plurality of mounting apertures in each of said two oppositely disposed faces.6. The panel as recited in wherein a thickness of said faces claim 1 , webs claim 1 , and ridge and valley members is between approximately 0.065 and 0.25 inches.7. The panel as recited in wherein a distance between said two opposite faces is approximately 4.00 inches.8. The panel as recited in wherein a distance between said ridge member and said valley member is approximately 24.00 inches.9. The system as recited in wherein said panel further comprises at least one boss disposed interiorly within said panel member.10. A system for constructing ...

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Номер записи: 87
16-03-2017 дата публикации

PANEL JUNCTION ATTACHMENTS FOR USE IN A STRUCTURE WITH INTEGRATED INSULATION

Номер: US20170073956A1
Автор: Bates Dee, Bates Steve
Принадлежит:

A structure with integrated insulation. The structure with integrated insulation includes a steel frame. The steel frame includes a first support beam and a second support beam. The structure with integrated insulation also includes an assembly with integrated insulation. The assembly with integrated insulation includes a first building panel with integrated insulation, the first building panel with integrated insulation being attached to the first support beam on the first surface of the first building panel with integrated insulation. The assembly with integrated insulation also includes a second building panel with integrated insulation. The second building panel with integrated insulation includes an indentation in the first surface configured to receive at least a portion of the first building panel with integrated insulation. The second building panel with integrated insulation being attached to the second support beam on the second surface of the second building panel with integrated insulation. 1. A structure with integrated insulation , the structure with integrated insulation comprising: a first support beam; and', 'a second support beam;, 'a steel frame, the steel frame including [ a first surface;', 'a second surface, wherein the second surface is opposite the first surface;', 'a first edge, wherein the first edge is disposed between the first surface and the second surface; and', 'a second edge, wherein the second edge is disposed between the first surface and the second surface and is opposite the first edge;', 'the first building panel with integrated insulation being attached to the first support beam on the first surface of the first building panel with integrated insulation, wherein the attachment between the first support beam and the first building panel with integrated insulation includes adhesive over the entirety of a web of the first support beam in contact with the first building panel with integrated insulation;, 'includes a first building ...

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Номер записи: 88
05-03-2020 дата публикации

ERECTABLE SHED AND THE PACKAGING THEREOF

Номер: US20200071947A1
Автор: Eilers Mark Alan, Kinsella Robert Joseph, Niemeyer Duane J., Spicer Michael Allen
Принадлежит:

A kit comprising components of an erectable shed, wherein the erectable shed is made of metal, in comprises at least two door panels, each of which is at least thirty four inches in height, wherein the components can be packaged in a box having dimensions of no greater than 48 inches×20 inches×10 inches, and wherein the space perimetered by the wall panels and side panels when the erectable shed is erected is at least 6 feet long by 40 inches wide and wherein the height of the shed when erected is at least 6 feet. 1. A kit comprising components of an erectable shed , comprising:a plurality of wall panels and side panels;a plurality of posts for supporting the wall panels and side panels coupled thereto;a plurality of roof panels, coupleable to the plurality of wall panels and/or the plurality of posts, for providing shelter to a space perimetered by the plurality of wall panels and side panels when coupled together and vertically supported by the plurality of posts;at least two (2) door panels, each of which is at least 34 inches in height, for providing access to the space perimetered by the plurality of wall panels and side panels when coupled together and vertically supported by the plurality of posts; andwherein when the erectable shed is erected the space perimetered by the wall panels and side panels is at least 6 feet long by 40 inches wide and wherein the height of erectable shed when erected is at least 6 feet; andwherein when the erectable shed is not erected, the components thereof are storable in a box having dimensions of no greater than 48 inches×20 inches×10 inches.2. The kit as claimed in claim 1 , wherein the kit comprises at least fifteen (15) wall panels claim 1 , at least ten (10) side panels claim 1 , at least (six) 6 corner posts claim 1 , at least four (4) splice posts claim 1 , and at least four (4) door panels.3. The kit as claimed in claim 1 , wherein the wall panels claim 1 , side panels claim 1 , posts and door panels are each comprised ...

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Номер записи: 89
18-03-2021 дата публикации

MODULAR PARTITION AND FABRICATION THEREOF

Номер: US20210079649A1
Автор: Cherniakov Daniel
Принадлежит:

A modular device adapted for subdividing room space, the modular device comprising: a panel comprising a corrugated portion positioned between a first planar surface and a second planar surface of the panel, wherein the peaks of the corrugated portion are in engagement with the first planar surface, wherein the troughs of the corrugated portion are in engagement with the second planar surface; the first planar surface and the second planar surface each having a first end and a second end; wherein the first and second ends of the first planar surface are respectively opposite relatively to the first and second ends of the second planar surface; the second planar surface is parallel to the first planar surface; wherein the corrugations are is parallel to the vertical axis of the panel; a concave female portion positioned along the vertical axis in the panel, wherein the concave female portion is formed from at least: the first end of the first planar surface, the first end of the second planar surface, and a curved portion from the corrugated portion; a convex male portion positioned along the vertical axis of the panel, wherein the convex male portion is positioned outside of the second end of the first planar surface and the second end of the second planar surface; wherein to extend the length of the panel, the convex male portion of a first panel is adapted to engage with the concave female portion of a second panel. 1. A modular device adapted for subdividing room space , the modular device comprising:a panel comprising a corrugated portion positioned between a first planar surface and a second planar surface of the panel, wherein the peaks of the corrugated portion are in engagement with the first planar surface, wherein the troughs of the corrugated portion are in engagement with the second planar surface;the first planar surface and the second planar surface each having a first end and a second end; wherein the first and second ends of the first planar surface ...

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Номер записи: 90
18-03-2021 дата публикации

CEMENT FORM WITH EXTENSION

Номер: US20210079669A1
Автор: Boyce Amber C., Boyce Lance N.
Принадлежит: MONO SLAB EZ FORM LLC

A cement form includes a single piece, unitary body member having a solid, continuous construction and a wedge-shaped cross-section. The body member includes a first surface arranged vertically and configured to support a volume of cement, a second surface arranged horizontally and configured to contact a ground support surface, a foam material, an elongate construction with a greater length dimension in a horizontal direction than a height dimension in a vertical direction, and a notch formed at an intersection of the first and second surfaces, the notch being receptive of a portion of a foam sheet or other foam extension member. 1. A cement form , comprising: a first surface arranged vertically and configured to support a volume of cement;', 'a second surface arranged horizontally and configured to contact a ground support surface;', 'a foam material;', 'an elongate construction with a greater length dimension in a horizontal direction than a height dimension in a vertical direction;', 'a notch formed at an intersection of the first and second surfaces, the notch being receptive of a portion of a foam sheet., 'a single piece, unitary body member having a solid, continuous construction and a wedge-shaped cross-section, the body member comprising2. The cement form of claim 1 , wherein the cement form has a triangular cross-section shape.3. The cement form of claim 1 , further comprising a weight-bearing surface extending from the first surface to the second surface claim 1 , the weight-bearing surface facing at least in part in a vertical direction claim 1 , the weight-bearing surface being arranged at an angle in the range of about 20° to about 60° relative to the second surface.4. The cement form of claim 3 , further comprising a connector groove formed in the weight-bearing surface and extending along at least a portion of a length of the body member claim 3 , the connector groove being configured to receive a connecting member that extends between adjacent ...

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Номер записи: 91
14-03-2019 дата публикации

FRAME SYSTEMS FOR BUILDING STRUCTURES

Номер: US20190078312A1
Автор: McDonald Douglas Arthur
Принадлежит:

A frame system for a building structure includes beam members. Each beam member includes two opposed, parallel flanges. A web is interposed between the flanges. Spreader members include two opposed, parallel side flanges, a web interposed between the side flanges and two opposed end flanges bridging the side flanges at respective terminal ends of the web. The beam members and the spreader members are configured to be fastened to each other to form a frame assembly. 1. A forming machine for forming a spreader member of a frame system for a building structure , the forming machine comprising:a base;a platform positioned above the base;a top die arranged on the platform;a bottom die supported by the base and operatively arranged with respect to the top die, the top and bottom dies being reciprocally displaceable relative to each other to punch apertures and notches or cuts in the sheet;two side flange formers arranged on the base, one on each side of the bottom die, for forming parallel side flanges of the spreader member, the flange former being capable of horizontal and vertical actuation;two end flange formers arranged on the base, one at each end of the bottom die, for forming parallel end flanges of the spreader member, the end flange formers incapable of horizontal and vertical actuation; andactuators arranged on the base and the platform and operatively engaged with the flange formers, the actuators being configured for operation such that the side flange formers can fold sides of the metal sheet to form the side flanges and the end flange formers can fold ends of the metal sheet to form the end flanges.2. The forming machine of claim 1 , wherein the side flange formers incorporate a die former that is shaped so that claim 1 , upon operation of the side flange formers claim 1 , the die former can carry out an operation on the sides of the metal sheet retained between the top and bottom dies to bend the side flanges so that at least one end portion of the ...

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Номер записи: 92
14-03-2019 дата публикации

STRUCTURE OF LOAD-BEARING COLUMNS AND FACTORY USING THE SAME

Номер: US20190078316A1
Автор: TENG Pin-Pin, TSAO Chang-Sheng, YIN Samuel
Принадлежит:

The present application relates to the structure of a load-bearing column and a factory using the same. The load-bearing columns comprise a first column, a second column and a third column. The first column is a reinforced concrete column and is arranged on the underground floor. The second column is a pre-fabricated reinforced concrete column on the ground floor and is fixed to the top of the first column. The third column is fixed to the top of the second column, wherein the third column comprises a steel column and a third reinforcing bar assembly which surrounds the circumference of the steel column and extends from the bottom of the steel column in an axial direction to a predetermined distance. 1. A load-bearing column used in a factory with a waffle slab , comprising:a first column arranged on an underground floor, wherein the first column is a reinforced concrete column;a second column arranged on a ground floor and fixed to the top of the first column, wherein the second column is a pre-fabricated reinforced concrete column; a steel column; and', 'a third reinforcing bar assembly which surrounds a circumference of the steel column and extends from a bottom end of the steel column in an axial direction to a predetermined distance., 'a third column fixed to the top of the second column, wherein the third column comprises2. The load-bearing column according to claim 1 , whereinthe first column comprises a first reinforcing bar assembly which comprises a first main reinforcement assembly and a first stirrup assembly secured to the first main reinforcement assembly;the second column comprises a second reinforcing bar assembly which comprises a second main reinforcement assembly and a second stirrup assembly secured to the second main reinforcement assembly; andthe third reinforcing bar assembly of the third column comprises a third main reinforcement assembly and a third stirrup assembly secured to the third main reinforcement assembly.3. The load-bearing column ...

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Номер записи: 93
14-03-2019 дата публикации

Layered fire-retardant panel

Номер: US20190078325A1
Автор: Hashim Alsadah, Stephen Glen, Yu-Wei Hung
Принадлежит: SEMCO LLC

Fire-retardant panels that include: two skins (e.g., sheet metal) and a layer of gypsum or calcium silicate fire-resistant material therebetween; two layers of insulation with fire-resistant material therebetween; a skin (e.g., sheet metal), a layer of gypsum or calcium silicate fire-resistant material, and insulation therebetween; or a combination thereof. Some embodiments include: two contiguous layers of the fire-resistant material, gypsum board, tongue and groove connections; or a frame that extends around the perimeter or has two portions that are attached to the skins or are separated by the fire-resistant material. In some embodiments, the fire-retardant panel is fabricated in a factory before being installed at a jobsite.

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Номер записи: 94
14-03-2019 дата публикации

Fire-retardant panel with frame

Номер: US20190078326A1
Автор: Hashim Alsadah, Stephen Glen, Yu-Wei Hung
Принадлежит: SEMCO LLC

Fire-retardant panels that include: a frame with multiple holes in at least two rows that reduce heat conduction through the panel; or a frame that includes two portions separated by a layer of fire-resistant material (e.g., gypsum, calcium silicate, or gypsum board). Some embodiments include layers of skin (e.g., sheet metal) or insulation (e.g., between skin and fire-resistant material). In particular embodiments, the fire-resistant material is (e.g., midway) between: two skins, two layers of insulation, two portions of the frame, or a combination thereof. The portions of the frame can be: sheet metal, attached (e.g., screwed) to the skin(s), or extend around the perimeter. The frame can include: various elongated members, one or two (e.g., parallel) bends, or holes that are: in at least three rows, staggered, elongated, or slots (e.g., parallel to each other or to the skin).

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Номер записи: 95
22-03-2018 дата публикации

STRUCTURE AND METHOD OF MAKING THE SAME

Номер: US20180080221A1
Автор: Berkowitz Jeffrey, Fort-Brescia Bernardo, Klemencic Ronald
Принадлежит:

A construction method, for erecting a structure that includes a plurality of modules, includes: building an offset core; slidably coupling an upper module to the offset core; and jacking the upper module upward to a height sufficient to enable positioning a lower module chosen from the plurality of modules beneath the upper module. 1. A construction method for erecting a structure that includes a plurality of modules , the method comprising:building an offset core;slidably coupling an upper module to the offset core; andjacking the upper module upward to a height sufficient to enable positioning a lower module chosen from the plurality of modules beneath the upper module.2. The construction method of further comprising:positioning the lower module beneath the upper module,3. The construction method of further comprising:slidably coupling the lower module to the offset core.4. The construction method of further comprising:coupling the lower module to the upper module, thus forming a combined module.5. The construction method of further comprising:jacking the combined module upward to a height sufficient to enable positioning an additional module chosen from the plurality of modules beneath the combined module.6. The construction method of further comprising:positioning the additional module beneath the combined module.7. The construction method of further comprising:slidably coupling the additional module to the offset core.8. The construction method of further comprising:coupling the additional module to the combined module.9. The construction method of wherein the upper module is a top module of the structure.10. The construction method of wherein the lower module is a second module beneath the top module.11. The construction method of wherein the offset core is a concrete offset core.12. The construction method of wherein building an offset core includes:building a concrete offset core using a slip form construction technique.13. A construction method for erecting ...

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Номер записи: 96
22-03-2018 дата публикации

Structure and method of making the same

Номер: US20180080222A1
Автор: Bernardo Fort-Brescia, Jeffrey Berkowitz, Ronald Klemencic
Принадлежит: Skyrise Global LLC

A construction method, for erecting a structure that includes a plurality of modules, includes: building an offset core; erecting an upper module chosen from the plurality of modules; and erecting additional modules chosen from the plurality of modules.

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Номер записи: 97
22-03-2018 дата публикации

STRUCTURE AND METHOD OF MAKING THE SAME

Номер: US20180080240A1
Автор: Berkowitz Jeffrey, Fort-Brescia Bernardo, Klemencic Ronald
Принадлежит:

An entertainment structure includes: an offset core; a moment stabilizing structure; and a track-based, freefall entertainment ride positioned outside of the vertical entertainment structure. 1. An entertainment structure comprising:an offset core;a moment stabilizing structure; anda track-based, freefall entertainment ride positioned outside of the vertical entertainment structure.2. The entertainment structure of further comprising: a first edge, and', 'a second edge,, 'a plurality of floor plate assemblies that each includewherein the first edge of each of the plurality of floor plate assemblies is configured to be coupled to the offset core and the second edge of each of the plurality of floor plate assemblies is configured to be coupled to the moment stabilizing structure.3. The entertainment structure of wherein the moment stabilizing structure includes:a truss assembly; anda floor tying assembly.4. The entertainment structure of wherein the truss assembly includes at least one essentially diagonal brace assembly.5. The entertainment structure of wherein the floor tying assembly is configured to index the plurality of floor plate assemblies with respect to each other and transfer the load of the plurality of floor plate assemblies to the truss assembly.6. The entertainment structure of wherein the first edge of the plurality of floor plate assemblies is essentially opposite to the second edge of the plurality of floor plate assemblies.7. The entertainment structure of wherein the offset core is a concrete offset core.8. The entertainment structure of wherein the concrete offset core is a slip-formed concrete offset core.9. The entertainment structure of wherein the offset core is configured to include one or more of:one or more elevator assemblies;one or more ventilation assemblies; andone or more stair assemblies.10. The entertainment structure of wherein the offset core is positioned proximate the periphery of the entertainment structure.11. The ...

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Номер записи: 98
23-03-2017 дата публикации

PREFABRICATED WALL PANEL

Номер: US20170081847A1
Автор: Niemann Michael
Принадлежит: HERCUTECH Inc.

A new prefabricated wall panel is the basic unit of a new, more efficient and stronger wall system. The wall panel is manufactured from a plurality of foam sections sized to leave vertical and horizontal voids into which concrete is later poured, each foam section having an inner and outer surface and two sides; and a plurality of fastening strips. The fastening strips are longitudinal metal strips being situated between the sides of two foam sections. Each fastening strip has two longitudinal fastening strips projecting perpendicularly to the longitudinal fastening strip and the fastening strips being adjacent to the outer surface of the two foam sections. The fastening strip also has a plurality of clearance holes in the longitudinal fastening strip, a plurality of embed tabs projecting from the edge opposite the fastening strips, each embed tab having at least one hole, and between each pair of embed tabs, a foam tab to hold the two inner sides of the foam sections in place and partially separate the foam sections from the concrete to be poured into a form. 1. A prefabricated wall panel comprisinga. At least one foam section designed with vertical voids into which concrete is later poured, each foam section having an inner and outer surface, two sides and top and bottom sections with horizontal voids into which concrete is poured to form horizontal studs, the inner and outer surfaces having at least one slot per void, the slot connecting the vertical voids with the surface; and i. a longitudinal metal strip being situated within a slot,', 'ii. two longitudinal fastening strips projecting perpendicularly from a longitudinal metal strip, the fastening strips being adjacent to the outer surface of the two foam sections;', 'iii. a plurality of clearance holes in the longitudinal metal strip;', 'iv. a plurality of embed tabs projecting from the edge opposite the fastening strips;', 'v. each embed tab having at least one hole;', 'vi. between each pair of embed tabs, a ...

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Номер записи: 99
23-03-2017 дата публикации

WALL CONSTRUCTION

Номер: US20170081851A1
Автор: Contouris Samuel, Kralic John
Принадлежит:

A tilt-up wall panel for use in the construction of a building is disclosed. The panel includes a composite slab that includes (a) a profiled decking sheet and (b) concrete cast on the profiled decking sheet. 1. A tilt-up wall panel for use in the construction of a building that includes a composite slab that includes (a) a profiled decking sheet and (b) concrete cast on the profiled decking sheet.2. The wall panel defined in further includes reinforcement claim 1 , such as mesh and/or bars and/or fibres and/or cables claim 1 , embedded in the concrete.3. The wall panel defined in wherein the profiled decking sheet is in the form of a single sheet claim 1 , for example a roll-formed sheet or a press-formed sheet claim 1 , that includes a plurality of flat pans and one or more than one lengthwise extending ribs that separate the pans.4. The wall panel defined in wherein the ribs are closed ribs.5. The wall panel defined in wherein the profiled decking sheet is in the form of a plurality of separate sheets connected together in side-by-side relationship.6. The wall panel defined in wherein each separate decking sheet includes a single pan and opposed side edge formations that are formed to enable adjacent sheets to be connected together in side-by-side relationship.7. The wall panel defined in including one or more than one member that is embedded in the concrete and is formed from a material that can more easily receive and retain screws or other mechanical fasteners to mount laths or other fittings to the wall panel than the cast concrete of the wall panel.8. The wall panel defined in wherein the mounting member is in the form of a batten glued or otherwise secured to an inner surface of the profiled decking sheet and embedded in the concrete.9. The wall panel defined in wherein the mounting member is in the form of a ferrule glued or otherwise secured to an inner surface of the profiled decking sheet and embedded in the concrete.10. A wall of a building wall that ...

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Номер записи: 100