Настройки

Укажите год
-

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

Подробнее
-

Мониторинг СМИ

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

Подробнее

Форма поиска

Поддерживает ввод нескольких поисковых фраз (по одной на строку). При поиске обеспечивает поддержку морфологии русского и английского языка
Ведите корректный номера.
Ведите корректный номера.
Ведите корректный номера.
Ведите корректный номера.
Укажите год
Укажите год
Применить Всего найдено 4318. Отображено 100.
23-12-2020 дата публикации

Устройство для усиления фундаментов существующих зданий

Номер: RU0000201613U1
Автор: Юрий Павлович Стриганов
Принадлежит: Юрий Павлович Стриганов

Полезная модель относится к строительству, в частности к строительству фундаментов, и предназначена для усиления фундаментов существующих зданий и сооружений, остановки фенов аварийных зданий в условиях плотной городской застройки.Техническим результатом предлагаемого устройства является повышение эффективности и надежности производства работ при усилении фундаментов существующих зданий и сооружений вдавливанием элементов составных свай в нескальные грунты.Устройство содержит верхнюю плиту 2, на которой закреплены домкрат 3 и три тяги 4, которые размещены в плане под углом 120 град. соосно отверстию 1 в фундаменте 12, через которое вдавливают сваю 5. Тяги 4 при помощи соединительных вилок 7 соединены с резьбовыми наконечниками шпилек 6 клеевых анкеров 14. Анкерные шпильки 6 закреплены в глухих отверстиях 13, выполненных в фундаменте соосно отверстию под сваю под углом 120 град.На шпильках 6 закреплена дополнительная головная траверса 10, которая опускается в конце процедуры вдавливания сваи на голову сваи. 1 з.п. ф-лы, 4 ил. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 201 613 U1 (51) МПК E02D 27/08 (2006.01) E02D 35/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (52) СПК E02D 27/08 (2020.08); E02D 35/00 (2020.08) (21)(22) Заявка: 2020119469, 05.06.2020 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): Стриганов Юрий Павлович (RU) Дата регистрации: 23.12.2020 Приоритет(ы): (22) Дата подачи заявки: 05.06.2020 (45) Опубликовано: 23.12.2020 Бюл. № 36 2 0 1 6 1 3 R U (54) УСТРОЙСТВО ДЛЯ УСИЛЕНИЯ ФУНДАМЕНТОВ СУЩЕСТВУЮЩИХ ЗДАНИЙ (57) Реферат: Полезная модель относится к строительству, которой закреплены домкрат 3 и три тяги 4, в частности к строительству фундаментов, и которые размещены в плане под углом 120 град. предназначена для усиления фундаментов соосно отверстию 1 в фундаменте 12, через существующих зданий и сооружений, остановки которое вдавливают сваю 5. Тяги 4 при помощи фенов ...

Подробнее
Номер записи: 1
02-02-2012 дата публикации

Insulated Concrete Form

Номер: US20120023851A1
Автор: Carlo Galasso, Dale Marshall, Tony Yeung
Принадлежит: Encon Environmental Construction Solutions Inc

An apparatus for a concrete form of an insulated wall has opposed, spaced apart and parallel wall panels, each having an inner surface, upper edge surface and a lower edge surface. Plural retainers are secured within each of the panels at spaced apart intervals, each retainer including a connecting portion extending outwardly from the inner surface of each panel, and an anchoring portion. The anchoring portion includes a framework disposed within the panels, an upper connector extending upwardly from each panel's upper edge surface and a lower connector extending downwardly from each panel's lower edge surface. The upper and lower connectors respectively engage upper and lower connectors of the next vertically adjacent panel to securely attach the panels together. Plural cross webs extends between the panels to tie them together, the cross webs being connection to the connecting portions of opposed retainers in the panels.

Подробнее
Номер записи: 2
12-04-2012 дата публикации

Footer structures and methods, and panel and wall structures using such footer structures

Номер: US20120085049A1
Автор: Glenn P. Schiffmann
Принадлежит: Individual

Light weight fiber-reinforced polymeric (FRP) structural building panels and panel assemblies, sized and configured for construction of wall structures permanently tied to the ground, optionally tying overlying structure to an underlying footer through such panels and panel assemblies. Footers are fabricated by flowing fluid concrete under segments of the wall while anchors extend down from the wall into the space into which concrete is being flowed.

Подробнее
Номер записи: 3
06-12-2012 дата публикации

Foundation support installer

Номер: US20120308308A1
Автор: Thomas C. Stewart
Принадлежит: Individual

An apparatus and carriage therefore for installing a foundation support such as a helical anchor or pier. One embodiment includes a base, a boom, and a carriage. The carriage may include a carriage frame and a mount pivotably connected to the carriage frame. The mount may include a rotatable ring in which a motor drive unit may be attached.

Подробнее
Номер записи: 4
08-08-2013 дата публикации

Floatable Constructions

Номер: US20130199113A1
Автор: Carl Richard Nelson
Принадлежит: LIZZANO Ltd

A plurality of floatable constructions are provided, the constructions including a floating base for a building, the base having at least one buoyant basement unit defining a basement level, and a reinforced concrete transfer platform atop the basement unit. The basement level can provide habitable or functional space for the building, and the transfer platform has at least one access opening giving access to the basement level which is enhanced by windows for light and ventilation. Methods and means of tying modular components of the structures together, and materials suitable for manufacturing such ties, are also provided.

Подробнее
Номер записи: 5
22-08-2013 дата публикации

Assemblable Disposable Shuttering For Constructing Modular Formworks For Making Concrete Foundations

Номер: US20130212965A1
Автор: Martigli Massimo
Принадлежит:

Assemblable disposable shuttering, for constructing modular formworks suitable for making foundations, said shuttering substantially configured as the lateral surface of a parallelepiped, having on the lateral faces a plurality of openings suitable toe release, during the filling casting, a part of the cement mixture into the foundation trench. 1. Disposable shuttering for constructing modular formworks for shallow foundation castings , substantially configured as the lateral surface of a parallelepiped , characterised in that it has—on the lateral faces—a plurality of openings suitable to release , during the filling casting , a part of the cement mixture into the foundation trench.2. Disposable shuttering according to claim 1 , characterised in that it comprises means for defining the height and planarity thereof in the foundation trench.3. Disposable shuttering according to claim 1 , characterised in that said means for defining the height and planarity are arranged in proximity to the corners of said shuttering.41011. Disposable shuttering according to claim 1 , characterised in that said means for defining the height and planarity are constituted claim 1 , by screws () directed to the trench claim 1 , cooperating with nuts () integral with the assembled shuttering.5. Disposable shuttering for constructing modular formworks claim 1 , according to claim 1 , characterised in that it is obtained starting from one or more moulded pieces made of substantially planar-shaped plastic material.613. Disposable shuttering for constructing modular formworks claim 5 , according to claim 5 , characterised in that said one or more moulded pieces comprise a piece for the bottom () and one for the top ().713. Disposable shuttering for constructing modular formworks claim 6 , according to claim 6 , characterised in that said pieces for the bottom () and for the top () are identical to each other.85. Disposable shuttering for constructing modular formworks claim 5 , according to ...

Подробнее
Номер записи: 6
26-09-2013 дата публикации

METHOD AND APPARATUS FOR TESTING LOAD-BEARING CAPACITY

Номер: US20130247679A1
Автор: HAYES JOHN A., RYAN WILLIAM G., YANKOPOLUS NICHOLAS K.
Принадлежит:

In an embodiment, a hydraulic jack is provided having a first portion and a second portion. The first portion attached to a first section of a structure and the second portion attached to a second section of the structure. When a pressurized fluid is forced between the first portion and the second portion, a load is transferred to the first section and the second section by the pressure of the fluid on the first portion and the second portion. The first section and the second section are forced apart by the load, thus creating or enlarging at least one void in the structure. The pressurized fluid fills or partially fills one or more of the at least one void, thereby increasing the surface area effectively normal to the direction of the load in contact with the pressurized fluid. 1. A method of applying a load to a pile , comprising:locating a top portion below a top section of a pile, wherein the top portion is attached to the top section of the pile;locating a bottom portion below and proximate the top portion and above a bottom section of the pile, wherein the bottom portion is attached to the bottom section of the pile, wherein at least a portion of the cross-section of the top portion and at least a portion of the cross-section of the bottom portion is open before casting the pile, and wherein the top section of the pile and the bottom section of the pile are contiguous through the open portion of the cross-section of the top portion and the open portion of the cross-section of the bottom portion;injecting a pressurized fluid between the top portion and the bottom portion, wherein injecting the pressurized fluid between the top portion and the bottom portion causes the top portion and the bottom portion to be pushed apart, the top portion to push up on the top section of the pile with an initial upward force, the bottom portion to push down on the bottom section of the pile with an initial downward force, and at least one void to be created between the top ...

Подробнее
Номер записи: 7
05-12-2013 дата публикации

Non-Welded Metal Foundation

Номер: US20130322970A1
Автор: Tappe James E.
Принадлежит:

The metal foundations of the present invention are comprised of integrated fins which allows for the metal foundations to be manually assembled and fastened by any mechanical means. 1. A metal foundation comprising a plurality of bodies , each body being comprised of ends with integrated fins , wherein the metal foundation is assembled by mechanically fastening the fins of said bodies forming a perimeter geometrical shape.2. A metal foundation comprising a plurality of fins that are centrally fastened via mechanical means and forming a radial geometrical shape.3. A metal foundation comprising:a first metal foundation that is comprised of a plurality of bodies, each body being comprised of ends with integrated fins, wherein the metal foundation is assembled by mechanically fastening the fins of said bodies forming a perimeter geometrical shape, anda second metal foundation that is comprised a plurality of fins that are centrally fastened via mechanical means and forming a radial geometrical shape, andwherein the second metal foundation is placed within the first metal foundation and is connected to the first metal foundation via the fins of the first metal foundation by a mechanically fastening means.4. The metal foundation of wherein each body is comprised of sides forming an obtuse angle.5. The metal foundation of wherein each body is arced forming a cylindrical perimeter geometric design.6. The metal foundation of claim 1 , wherein each body on one end is comprised of a long fin and on a second end is comprised of a short fin.7. The metal foundation of further comprising two formed fins claim 2 , each fin being formed on one end and straight on an peripheral end claim 2 , and a single straight fin claim 2 , said straight fin being comprised of a central end and a peripheral end whereby the two formed fins and the straight fin are fastened by mechanical means.8. The metal foundation of wherein the second metal foundation is comprised of three fins forming the ...

Подробнее
Номер записи: 8
23-01-2014 дата публикации

Modular Wall System with Footing Form II

Номер: US20140020317A1
Автор: Wallin Arne B.
Принадлежит:

A pre-cast panel has forms mounted thereon for forming post-like flanges and a footing. Upon erection of an array of panels, the flanges and footing may all be cast on-site, with appropriate reinforcing/coupling means present within the form core volumes, by filling such forms with binder material such as concrete. Optionally, an upper beam may also be formed in a similar manner, the pre-cast panel being provided with an upper beam form which is attached to the wall portion of the panel and interconnected to the previously described forms. 2. A wall panel as in comprising a plurality of flange forms each connected to the footing volume to provide continuous claim 1 , interconnected flange and footing volumes that serve to contain binder material poured into the footing form through the vertical flange forms claim 1 , the wall panel having a ledge protruding along the base end of the wall panel on the side opposite to the flange side.3. A wall panel as in comprising a trough form mounted along the top end of the wall portion defining a trough volume that communicates with said flange volume for receiving binder material at the same time that the flange and footing forms are being filled with binder material.4. A wall panel as in comprising reinforcing couplings seated in and protruding from said wall portion into the trough form to position and support reinforcing rod to be placed within said one or more volumes in combination with the reinforcing rod positioned within one or more of said one or more flange volumes and supported by the reinforcing coupling means claim 3 , said couplings being in the form of wire which claim 3 , when not connected to reinforcing rod claim 3 , are positioned to be bent up to serve as lifting loops.5. A wall panel as in wherein said footing form has an outer edge remote from said wall portion which outer edge is positioned beneath the base of the wall portion when the wall portion is suspended in a vertical plane claim 1 , said footing ...

Подробнее
Номер записи: 9
13-03-2014 дата публикации

To modular dwellings

Номер: US20140069032A1
Автор: Andrew RONAN, Carl PHILIBERT, James Lee, Jared A. SCHMALE, Matthew Hunsberger
Принадлежит: Individual

Modular dwellings comprise attached wall members that enclose an interior area, and a central truss system extending across the dwelling. A lower roof member is supported by a truss system lower chord and wall member, and an upper roof member is supported by a truss system upper chord and a wall member. The ends of the truss system are supported by a vertical post. The upper part of a wall section and of the upper chord are in co-planar alignment and the lower chord and the upper part of another wall section are in co-planar alignment. Wall panels include an internal frame and a tongue on one side and a groove on the other side which mate with the tongues and grooves of other like panels to compress resiliently deformable seals. A frame portion positioned at the internal side of the extension supports the extension for proper alignment during construction.

Подробнее
Номер записи: 10
10-04-2014 дата публикации

UNITARY FORM FOR POURED FOUNDATION PAD AND METHOD

Номер: US20140096473A1
Автор: Ludwig Peter N.
Принадлежит: KWOLM Industries, LLC

A unitary assembly facilitates constructing concrete foundation pads made of poured concrete, the foundation pads being useful to support a structure or building. The apparatus comprises a unitary assembly of existing planar forms connected by taper-shaped corners using wedge connectors to define an upwardly-tapered cavity shaped to hold poured concrete until the concrete cures. The assembly is sufficiently rigid and the planar forms are held at an angle sufficient for the unitary assembly to self-release from the cured concrete without disassembly when lifted/moved vertically off of the cured concrete. 1. An apparatus to facilitate constructing concrete foundation pads made of poured concrete , comprising:an assembly forming a rigid unit that defines an upwardly-inwardly-tapered cavity shaped to hold poured concrete until the concrete cures sufficiently to hold a shape and form a concrete foundation pad, the assembly including angled side surfaces so that the assembly releases from the cured concrete when moved vertically off the cured concrete without disassembly.2. The apparatus of claim 1 , wherein the assembly includes a plurality of planar forms interconnected with corners that position the planar forms at an angle.3. The apparatus of claim 2 , wherein the corners each include a narrow end and a wide end.4. The apparatus of claim 3 , wherein the corners are secured to the planar forms using wedge connectors.5. The apparatus of claim 3 , wherein the corners each include an interior surface defining a part of the cavity.6. The apparatus of claim 2 , wherein the corners each include a lift member comprising a hole or structural feature that can be engaged with a lift device.7. The apparatus of claim 1 , including a plurality of spaced holes along a top of the assembly arranged to receive the lift chain for balanced non-tilting overhead lift of the assembly.8. A corner apparatus adapted to interconnect existing planar forms used for forming a concrete foundation ...

Подробнее
Номер записи: 11
06-01-2022 дата публикации

MODULE FOR A STRUCTURE

Номер: US20220002954A1
Автор: HOWELL James Richard, Mullaney Nicholas Bruce
Принадлежит:

A construction module for a structure, comprising: a formwork member that includes a base, a pair of parallel side walls that extend upwardly from the base, and a pair of parallel end walls. The base, the side walls and the end walls define a cavity for reinforcement and concrete. A reinforcement member includes an upper portion and a lower portion. When the reinforcement member is located in the cavity and concrete fills the cavity, the lower portion of the reinforcement member and the concrete define an elongate beam. 1. A module for a structure comprising:a formwork tray comprising a base and a pair of side walls that extend upwardly therefrom, the base and sidewalls together defining a cavity for reinforcement and concrete, the cavity including an upper section and a lower section; anda reinforcement member located in the cavity and comprising an upper portion and a lower portion, the upper portion extending across a width and along a length of the upper section of the cavity, and the lower portion extending at least substantially along a length of the lower section of the cavity;wherein a section of the base projects upwardly from adjacent sections thereof to define a land portion within the cavity that separates the lower section of the cavity into at least two spaced-apart elongate troughs; andwherein when concrete fills the cavity and at least partially covers the reinforcement member, the lower portion of the reinforcement member and the concrete together define at least one elongate beam, the land portion defining a volume of the formwork tray that does not receive concrete.2. The module for a structure of claim 1 , wherein the formwork tray comprises across a width thereof a plurality of interconnected discrete formwork sections.3. The module for a structure of claim 2 , wherein the plurality of discrete formwork sections include at least two U-shaped sections interconnected by a stiffening member.4. The module for a structure of claim 1 , wherein each of ...

Подробнее
Номер записи: 12
07-01-2021 дата публикации

FOUNDATION SYSTEM AND METHOD OF CONSTRUCTION

Номер: US20210002844A1
Автор: Aitchison Allan, Mackie Doug
Принадлежит:

A foundation system for supporting a structure thereon comprising: a plurality of blocks, each block having at least three sides; at least two recesses formed in the at least three sides of each block; a plurality of connecting plates having a first end configured to be secured within a recess of a first block and a second end configured to be secured within a recess of an adjacent block such that the connecting plate extends between recesses of adjacent blocks to secure adjacent blocks together to form a foundation grid of said blocks; and enclosure panels mountable to said blocks along an edge thereof so as to form an enclosure about a perimeter of the foundation grid. 1. A foundation system for supporting a structure thereon comprising:a plurality of blocks, each block having at least three sides;at least two recesses formed in the at least three sides of each block;a plurality of connecting plates having a first end configured to be secured within a recess of a first block and a second end configured to be secured within a recess of an adjacent block such that the connecting plate extends between recesses of adjacent blocks to secure adjacent blocks together to form a foundation grid of said blocks; andenclosure panels mountable to said blocks along an edge thereof so as to form an enclosure about a perimeter of the foundation grid.2. The foundation system according to claim 1 , wherein the structure is supported on the foundation grid of said blocks.3. The foundation system according to claim 2 , wherein at least one of the blocks of the foundation grid is configured to receive a foot member of the structure.4. The foundation system according to claim 3 , wherein the at least one block of the foundation grid is configured to have mounting system formed on a surface thereof to engage with the foot member of the structure.5. The foundation system according to claim 4 , wherein the mounting system comprises a plurality of holes formed in a central region of the ...

Подробнее
Номер записи: 13
03-01-2019 дата публикации

PAD SITE CONSTRUCTION AND METHOD

Номер: US20190003143A1
Автор: Love Lyle G., Sullivan Jeff, Wheeler Aaron
Принадлежит:

A pad site and a method for supporting a rig structure, of which the method includes positioning a plurality of piles in a ground of a core operating section of a pad site, and laying a plurality of mats over the pad site. A first portion of the plurality of mats are at least partially supported by the plurality of piles, and a second portion of the plurality of mats are not supported by the plurality of piles. The first portion of the plurality of mats are configured to support a rig structure. 1. A method for supporting a rig structure , comprising:positioning a plurality of piles in a ground of a core operating section of a pad site; andlaying a plurality of mats over the pad site,wherein a first portion of the plurality of mats are at least partially supported by the plurality of piles, and a second portion of the plurality of mats are not supported by the plurality of piles, andwherein the first portion of the plurality of mats are configured to support a rig structure.2. The method of claim 1 , further comprising determining a torque claim 1 , a depth claim 1 , or both for positioning the plurality of piles based on one or more characteristics of the ground and one or more characteristics of the rig structure claim 1 , wherein positioning the plurality of piles comprises drilling the plurality of piles into the ground at the determined torque claim 1 , depth claim 1 , or both.3. The method of claim 1 , further comprising spreading a layer of gravel over the plurality of mats.4. The method of claim 1 , further comprising adjusting a height of at least one of the plurality of piles after drilling the at least one of the plurality of piles into the ground.5. The method of claim 1 , further comprising:supporting the rig structure on the first portion of the plurality of mats at the core operating section of the pad site;drilling a wellbore using the rig structure while the rig structure is supported on the first portion of the plurality of mats;moving the rig ...

Подробнее
Номер записи: 14
20-01-2022 дата публикации

FOUNDATION UNIT

Номер: US20220018084A1
Автор: WELLENS Stewart
Принадлежит:

Disclosed is a foundation unit for supporting a structure, the foundation unit provided in a plurality of parts, arranged to be coupled together before use, wherein the foundation unit is arranged to be at least partially buried in, and to receive, material. 1. A foundation unit for supporting a structure , the foundation unit provided in a plurality of parts , arranged to be coupled together before use , wherein the foundation unit is arranged to be at least partially buried in , and to receive , material.2. The foundation unit according to claim 1 , wherein the foundation unit comprises a base arranged to receive the material.3. The foundation unit according to claim 2 , wherein the base comprises a plurality of drainage holes arranged to claim 2 , in use claim 2 , drain fluid from the foundation unit.4. The foundation unit according to claim 2 , comprising a plurality of support pillars extending substantially vertically from the base claim 2 , wherein the plurality of support pillars are arranged to claim 2 , in use claim 2 , extend above the material in which the foundation unit is buried.5. The foundation unit according to claim 4 , wherein the plurality of support pillars each comprise a screw hole claim 4 , such that each of the plurality of support pillars is arranged to receive a fastener for attaching the structure to the foundation unit.6. The foundation unit according to claim 5 , wherein the plurality of support pillars each further comprise a threaded metal plate.7. The foundation unit according to claim 2 , wherein the foundation unit further comprises a plurality of generally upright walls arranged at a circumference of the base.8. The foundation unit according to claim 7 , wherein the plurality of walls are each provided with a plurality of reinforcing ribs.9. The foundation unit according to claim 7 , wherein the plurality of walls are further provided with gripping means for carrying the unit.10. The foundation unit according to claim 1 , wherein ...

Подробнее
Номер записи: 15
21-01-2016 дата публикации

ANTI-TORSION ANCHOR BOLT

Номер: US20160017594A1
Автор: Drummond Scott, DuPuy Tommy, Walworth Van T., Zimmerman Steve
Принадлежит:

An anchor bolt device for securing a structural member to a concrete foundation is described. The anchor bolt device includes a first anchor bolt, which has an enlarged portion, a shank portion, and a tail portion. The enlarged portion extends from a first end of the first anchor bolt and has an enlarged portion cross-section. The tail portion extends from a second end of the first anchor bolt and has a tail portion cross-section. The shank portion is disposed between the enlarged portion and the tail portion and has a shank portion cross-section that is smaller than the enlarged portion cross-section. A first coupling is disposed at the first end of the first anchor bolt for securing the first anchor bolt to the structural member. A second anchor bolt may be coupled to the second end of first anchor bolt at a second coupling. 1. An anchor bolt device for securing a structural member to a concrete foundation , said anchor bolt device comprising:a first anchor bolt extending between a first end and a second end, said first anchor bolt having an enlarged portion, a shank portion, and a tail portion;said enlarged portion of said first anchor bolt extending from said first end of said first anchor bolt along an enlarged portion centerline, said enlarged portion of said first anchor bolt defining an enlarged portion cross-section that is transverse to said enlarged portion centerline of said first anchor bolt;said tail portion of said first anchor bolt extending from said second end of said first anchor bolt along a tail portion centerline, said tail portion of said first anchor bolt defining a tail portion cross-section that is transverse to said tail portion centerline of said first anchor bolt;said shank portion of said first anchor bolt being disposed between said enlarged portion and said tail portion of said first anchor bolt and extending along a shank portion centerline, said shank portion of said first anchor bolt defining a shank portion cross-section that is ...

Подробнее
Номер записи: 16
17-04-2014 дата публикации

Free-standing wall arrangement and methods

Номер: US20140102032A1
Автор: Dale A. Buker, Harrison John Brown, Jay J. Johnson, Robert B. Burnquist, Robert Joel Wolter
Принадлежит: Anchor Wall Systems Inc

A free-standing wall includes concrete base blocks adjacent to each other forming a base course; a first set of concrete wall blocks stacked on the base course and on each other to form a first wall face; and a second set of concrete wall blocks stacked on the base course and on each other to form a second wall face that faces the opposite direction from the first wall face and that has the same number of courses as the first plurality of wall blocks. Methods of constructing the wall arrangement include laying the base blocks next to each other end to end; stacking individual blocks of a first set of blocks on the base course and then on each other to form a first wall face; stacking individual blocks of the second set of blocks on the base course and then on each other to form a second wall face that faces a direction opposite of the first wall face.

Подробнее
Номер записи: 17
28-01-2016 дата публикации

Flat plate foundation supports

Номер: US20160024740A1
Автор: Gary L. REINERT
Принадлежит: Individual

A flat-plate foundation support includes a lower portion extending longitudinally along a central longitudinal axis of the support and adapted for insertion into a ground surface. The lower portion has a plurality of flat plates that are mutually connected along the central longitudinal axis of the support and extend laterally or radially from the central longitudinal axis. The flat plates are beveled and have a sharpened leading edge at a lower end of the lower portion. An upper portion of the support is attached to a top end of the lower portion. The upper portion of the support is attached to a ground supported apparatus to anchor the apparatus to the ground.

Подробнее
Номер записи: 18
26-01-2017 дата публикации

Thermal Barrier for Building Foundation Slab

Номер: US20170022682A1
Автор: Hicks Tony
Принадлежит:

A device for insulating the slab foundation of a building, said device comprising: a generally horizontal insulating section disposed between the slab foundation and a footer of a building, said horizontally disposed insulating section comprising a generally elongated cuboid shape having at least one cutout through which a concrete column is disposed; said prefabricated device further comprising a generally vertical insulating section disposed adjacent to said horizontal insulating section and attached to said building. 1. A device for insulating the slab foundation of a building , said device comprising: a generally horizontal insulating section disposed between the slab foundation and a footer of a building , said horizontally disposed insulating section comprising a generally elongated cuboid shape having at least one cutout through which a concrete column is disposed; said prefabricated device further comprising a generally vertical insulating section disposed adjacent to said horizontal insulating section and attached to said building.2. The device of claim 1 , wherein the device is prefabricated and comprises a material selected from the group consisting of extruded foam claim 1 , polyisocyranurate foam claim 1 , expanded foam claim 1 , insulated foil bubble wrap claim 1 , and blown insulation.3. The device of claim 1 , wherein the material comprises an additive selected from the group consisting of an insecticide claim 1 , an herbicide claim 1 , a fungicide claim 1 , and a water repellant.4. The device of claim 1 , wherein the vertical insulating section further comprises a semi rigid external sheath.5. The device of claim 1 , further comprising a vertical metal bar disposed through at least one column claim 1 , where the bar comprises a material selected from the group consisting of steel claim 1 , iron claim 1 , and metal alloy.6. The device of claim 1 , further comprising a horizontal metal bar disposed across the device through and perpendicular to the at ...

Подробнее
Номер записи: 19
10-02-2022 дата публикации

BUILDING FOUNDATION STRUCTURE, AND CONSTRUCTION METHOD THEREFOR

Номер: US20220042271A1
Автор: TAKEUCHI Kinji
Принадлежит:

A building foundation structure includes a ground improved body obtained by improving a surface layer ground, and foundation concrete placed on the ground improved body on site. The foundation concrete located below a building pillar has an upper part and a lower part having different shapes. The lower part has a reverse trapezoidal sectional shape in a cross section taken along a vertical plane including a horizontal direction perpendicular to a horizontal line connecting building pillars adjacent to each other. The upper part has a brim portion protruding in the first horizontal direction from a side edge at an upper end in the sectional shape of the lower part. 1. A building foundation structure comprising a ground improved body obtained by improving a surface layer ground , and foundation concrete placed on the ground improved body on site , whereinthe foundation concrete directly supports building steel pillars or a building reinforced concrete wall,the foundation concrete has an upper part and a lower part having shapes different from each other, a cross section taken along a vertical plane including a first horizontal direction perpendicular to a horizontal line connecting the building steel pillars adjacent to each other, or', 'a cross section taken along a vertical plane including a second horizontal direction perpendicular to the building reinforced concrete wall, and, 'the lower part has a reverse trapezoidal sectional shape in'}the upper part has a brim portion protruding in the first horizontal direction or a brim portion protruding in the second horizontal direction, from a side edge at an upper end in the sectional shape of the lower part,a thickness of the brim portion is not less than 0.05 m and not greater than 0.3 m,a protruding length of the brim portion is not less than 0.1 m and not greater than 0.6 m, andthe protruding length of the brim portion is 1 to 4 times the thickness of the brim portion.2. (canceled)3. The building foundation structure ...

Подробнее
Номер записи: 20
10-02-2022 дата публикации

Methods, Systems, and Kits for Building Interlocking Seawalls

Номер: US20220042306A1
Автор: Donnelly William
Принадлежит:

This disclosure provides methods, systems, and kits for building seawalls using mechanically interlocking blocks. The interlocking blocks have interiors that can be filled with sand, gravel, or cementitious material after formation of a wall. The interlocking blocks that can be connected on any side to form a structure, wall, foundation, floor, building, flotation device, gardening structure, or toy. The interlocking blocks typically comprise center openings and connecting openings on each side and can be connected with hardware through the connecting openings. The center openings allow for materials such as pipes, wires, conduit, and rebar to pass through interlocked blocks. Connected blocks can also be filled with fortifying material to strengthen the structure. Sides of connected blocks can be covered with faceplates to direct flow of fortifying material and aid in the creation of desired configurations. Also provided are connectors for connecting sides of the interlocking blocks. 1. A kit for building a sea wall configured to be filled with gravel , sand , cementitious material , or a combination thereof , comprising: an interior; and', a first side center opening around the center of the first interlocking side,', 'four first side corners,', 'four first side interlocking openings, each first side interlocking opening being proximate to a first side corner,, 'a first interlocking side comprising, 'six sides comprising], 'a first cementitious interlocking block comprising an interior; and', a second side center opening around the center of the second interlocking side,', 'four second side corners,', 'four second side interlocking openings, each second side interlocking opening being proximate to a second side corner;, 'a second interlocking side comprising, 'six sides comprising], 'a second cementitious interlocking block comprisinghardware for mechanically interlocking the first interlocking side and the second interlocking side via the first side interlocking ...

Подробнее
Номер записи: 21
23-01-2020 дата публикации

INSULATED SLAB-ON-GRADE FOUNDATION SYSTEM

Номер: US20200024819A1
Автор: DELORME BENOIT
Принадлежит:

A foundation system () and method of installing the foundation system. The system including plurality of modular slabs (A, B) mountable onto a gravel layer (); and at least one horizontal isolating slab (A, B, C) and a vertical edge portion () positioned with respect to the modular slabs (A, A, B) for creating a receptacle wherein concrete is poured thereon. 1. A method of installing a foundation system , comprising:{'b': 2', '1, 'arranging a gravel layer () on to of a soil layer (); and'}{'b': 5', '5', '5', '4', '3', '3', '3, 'disposing at least one horizontal isolating slab (A, B, C) and a vertical edge portion () with respect to the modular slabs (A, A, B) for creating a receptacle wherein concrete is poured thereon.'}29. The method of claim 1 , further comprising installing reinforced bars () in the receptacle.36555. The method of claim 1 , further comprising installing a vapor barrier () on top of an isolating slab (A claim 1 , B claim 1 , C).48. The method of claim 1 , further comprising installing a peripheral skirt () extending outwardly beyond the receptacle. This application is a divisional application of U.S. patent application Ser. No. 15/869,795 now pending filed on Jan. 12, 2018, which claims benefit of Canadian patent application Serial No. 2,888,752 filed on Apr. 20, 2015. The above applications are incorporated herein in their entirety by reference.The present invention relates to a system of insulated slab-on-grade foundation system to protect building shallow foundations and is more particularly concerned with method of installing such system.It is well known in the art to use insulated slab-on-grade foundation system to protect shallow foundations. More particularly, the invention pertains to an insulated slab-on-grade foundation system and method for shallow foundation. The typical isolation system for foundation does not adjust and is fixed or does not adapt to the different dimension of shallow foundations.Accordingly, there is a need for an ...

Подробнее
Номер записи: 22
02-02-2017 дата публикации

Apparatus and Method for Stabilizing a Slab Foundation

Номер: US20170030046A1
Автор: Davis Eric L., Horn John S.
Принадлежит:

A method for stabilizing a slab foundation comprises a narrow, vertical moisture barrier assembly spaced outside and surrounding the perimeter grade beam of the slab foundation by a predetermined distance, and extends to preferably five feet below surface grade. The narrow trench for the barrier is preferably less than three inches wide. A membrane formed of a synthetic composition forms a moisture barrier against one wall of the narrow trench, and is held in place by back fill. The moisture barrier is intended for use in expansive soils that are subject to shrinking and swelling. 1. A method for stabilizing a slab foundation , comprising the steps of:preparing the surface grade for a slab foundation having a slab extension of the slab foundation beyond the perimeter of the location of a grade beam for the slab foundation;excavating a vertical barrier trench around and spaced a predetermined distance outside the location of the grade beam, wherein the vertical barrier trench is less than or equal to four inches wide and at least three feet deep below the surface grade;installing a moisture barrier membrane in the vertical barrier trench;excavating the grade beam trench;draping an extension of the moisture barrier over the surface grade and into the grade beam trench and secure it to the outer wall of the grade beam trench;installing rebar, slab strands and chairs, and plumbing lines; andpouring concrete for the grade beams and the slab foundation including the slab extension.2. The method of claim 1 , wherein the step of installing the moisture barrier membrane comprises the step of:installing a synthetic membrane formed of a multi-layer plastic sheet extrusion manufactured from virgin polyolefin resins.3. The method of claim 2 , wherein the nominal thickness of the multi-layer plastic sheets is approximately 15 mils.4. The method of claim 1 , wherein the step of excavating a vertical barrier trench comprises the steps of:excavating the trench to a full depth of ...

Подробнее
Номер записи: 23
04-02-2016 дата публикации

Insulating Device for Building Foundation Slab

Номер: US20160032554A1
Автор: Hicks Tony
Принадлежит:

A device for insulating the slab foundation of a building, said device comprising: a generally horizontal insulating section disposed between the slab foundation and a footer of a building, said horizontally disposed insulating section comprising a generally elongated cuboid shape having at least one cutout through which a concrete column is disposed; said prefabricated device further comprising a generally vertical insulating section disposed adjacent to said horizontal insulating section and attached to said building. 1. A device for insulating the slab foundation of a building , said device comprising: a generally horizontal insulating section disposed between the slab foundation and a footer of a building , said horizontally disposed insulating section comprising a generally elongated cuboid shape having at least one cutout through which a concrete column is disposed; said prefabricated device further comprising a generally vertical insulating section disposed adjacent to said horizontal insulating section and attached to said building.2. The device of claim 1 , wherein the device is prefabricated and comprises a material selected from the group consisting of extruded foam claim 1 , polyisocyranurate foam claim 1 , expanded foam claim 1 , insulated foil bubble wrap claim 1 , and blown insulation.3. The device of claim 1 , wherein the material comprises an additive selected from the group consisting of an insecticide claim 1 , an herbicide claim 1 , a fungicide claim 1 , and a water repellant.4. The device of claim 1 , wherein the vertical insulating section further comprises a semi rigid external sheath.5. The device of claim 1 , further comprising a vertical metal bar disposed through at least one column claim 1 , where the bar comprises a material selected from the group consisting of steel claim 1 , iron claim 1 , and metal alloy.6. The device of claim 1 , further comprising a horizontal metal bar disposed across the device through and perpendicular to the at ...

Подробнее
Номер записи: 24
01-02-2018 дата публикации

Compositions, systems, and neural networks for bidirectional energy transfer, and thermally enhanced solar absorbers

Номер: US20180031337A1
Автор: Brett P. GUARRERO
Принадлежит: Generative Technology Operatives LLC

The present invention provides a bidirectional energy-transfer system comprising: a thermally and/or electrically conductive concrete, disposed in a structural object; a location of energy supply or demand that is physically isolated from, but in thermodynamic and/or electromagnetic communication with, the thermally and/or electrically conductive concrete; and a means of transferring energy between the structural object and the location of energy supply or demand. The system can be a single node in a neural network. The thermally and/or electrically conductive concrete includes a conductive, shock-absorbing material, such as graphite. Preferred compositions are disclosed for the thermally and/or electrically conductive concrete. The bidirectional energy-transfer system may be present in a solar-energy collection system, a grade beam, an indoor radiant flooring system, a structural wall or ceiling, a bridge, a roadway, a driveway, a parking lot, a commercial aviation runway, a military runway, a grain silo, or pavers, for example.

Подробнее
Номер записи: 25
05-02-2015 дата публикации

Shuttering

Номер: US20150035185A1
Автор: Andrew Peter JAYCOCK
Принадлежит: KFIP Ltd

A shuttering formwork suitable for use as sacrificial shuttering formwork includes an elongate body member having a base portion and a compression portion extending therefrom and presenting a free end that extends in a length direction of the elongate body member. The elongate body member has first and second sides, each comprising a compression portion side face and a base portion upper face. A strip element is releasably attachable to the free end of the compression portion. The compression portion side face and the base portion upper face of at least one side of the elongate body member are each a resiliently deformable surface. The base portion is provided with apertures for receiving mortar material. The shuttering formwork may be fabricated from a plastics material and have a hollow structure.

Подробнее
Номер записи: 26
12-02-2015 дата публикации

Anchor device

Номер: US20150040491A1
Автор: Joshua W. FRANK
Принадлежит: FBCA ENTERPRISES LLC

A portable secure anchor device may comprise a shaft having a proximal end, a distal end having a helical surface located at the distal end, and a housing which rotatably receives the proximal end of the shaft. The housing may include a locking mechanism in communication with an internal engagement mechanism connected to the proximal end of the shaft. The locking mechanism may have two or more positions, which either locks the internal engagement mechanism and allows the anchor device to be inserted or removed from the ground, or allows the engagement mechanism to freely spin and not be able to remove the anchor device from the ground.

Подробнее
Номер записи: 27
11-02-2016 дата публикации

Pipe racks

Номер: US20160040373A1
Автор: Bryant A. Zavitz
Принадлежит: Tindall Corp

A pipe rack and a method for making a pipe rack where the pipe rack may include at least one foundation, two legs, and a horizontal support. The two legs are supported by the at least one foundation. Each of the two legs includes at least one aperture. The horizontal support has two ends. The first end is located in an aperture in a first leg of the two legs and a second end of the horizontal support is located in an aperture in a second leg of the two legs. A rod forms a joint between the foundation and one of the two legs. The rod is located in the aperture in the upper surface of the foundation and in an aperture in a lower surface in the one of the two legs.

Подробнее
Номер записи: 28
11-02-2016 дата публикации

Non-Welded Metal Foundation

Номер: US20160040386A1
Автор: Reinert Gary L., Tappe James E.
Принадлежит:

A non-welded metal foundation includes a plurality of bodies formed of metal plates or metal sheets, each body being comprised of lateral ends with integrated planar fins, wherein each of the metal lateral ends overlap a lateral end of an adjacent body; a plurality of mechanical fasteners along each of the overlapped ends of adjacent bodies for mechanically fastening the bodies having the integrated planar fins; wherein said plurality of said bodies are configured for forming a closed perimeter of a geometrical shape having an open interior and wherein the integrated planar fins of each body extend away from the perimeter of the closed geometric shape along the plane of the fin. 1. A non-welded metal foundation comprising:a plurality of bodies formed of metal plates or metal sheets, each body being comprised of lateral ends with integrated planar fins, wherein each of the metal lateral ends overlap a lateral end of an adjacent body;a plurality of mechanical fasteners along each of the overlapped ends of adjacent bodies for mechanically fastening the bodies having the integrated planar fins;wherein said plurality of said bodies are configured for forming a closed perimeter of a geometrical shape having an open interior and wherein the integrated planar fins of each body extend away from the perimeter of the closed geometric shape along the plane of the fin.2. A non-welded radial fin metal plate foundation comprising:a plurality of radial fins formed of metal plates or metal sheets, wherein each radial fin includes a central lateral end and a distal lateral end, and wherein a portion of each central lateral end of each radial fin overlaps with a portion of a central lateral end of adjacent radial fins;a plurality of mechanical fasteners along the overlapped portions of the central lateral ends fastening the radial fins together, wherein the distal lateral end of each radial fin is a radial distance from the overlapped central lateral ends and wherein each radial fin ...

Подробнее
Номер записи: 29
09-02-2017 дата публикации

Aboveground foundation for building superstructures

Номер: US20170037591A1
Автор: Stein Alejandro
Принадлежит:

A foundation for building superstructures is formed of metalogs that define an aboveground enclosure, a confined first fill that substantially fills the enclosure to a height sufficient to anchor and support the superstructure, and a loose second fill that is placed atop the first fill and leveled and compacted to form a hardpan floor. 1. A foundation for building superstructures , the foundation comprising:metalogs resting directly on the ground but not embedded in the ground, the metalogs defining an aboveground enclosure, andfill filling the aboveground enclosure to a height sufficient to anchor and support the superstructure,wherein the fill comprises:a first fill in frictional contact with the metalogs, the first fill having a weight sufficient to anchor and support the superstructure and being confined to avoid deforming the metalogs, anda loose second fill atop the first fill having insufficient weight to deform the metalogs and being leveled and compacted to form a hardpan floor.2. (canceled)3. A foundation according to comprising a plurality of containers for confining the first fill.4. A foundation according to wherein the containers are selected from the group consisting of wooden barrels claim 3 , cloth bags claim 3 , paper bags claim 3 , cardboard boxes claim 3 , and metalogs.5. A foundation according to wherein the metalogs have axes that are oriented vertically.6. A foundation according to wherein each metalog has a cylindrical curvature and is substantially tangent to a vertically adjacent metalog and some of the second fill follows a cylindrical curvature up to the tangent to assist in locking the foundation to the superstructure.7. A foundation according to wherein the ratio of the height of the superstructure to the height of the foundation does not exceed 5:1.8. A foundation according to wherein the ratio is within the range of 4:1 to 3:1.9. A foundation according to wherein the ratio is substantially 5:1.10. A method of constructing a foundation ...

Подробнее
Номер записи: 30
07-02-2019 дата публикации

Soil Improvement Foundation Isolation and Load Spreading Systems and Methods

Номер: US20190040604A1
Автор: White David J.
Принадлежит: GEOPIER FOUNDATION COMPANY, INC.

Systems and methods for soil improvement foundation isolation and load spreading are provided. The systems and methods provided herein relate to isolation of structural foundations from soil improvement elements and distributing stress from high stiffness elements to lower stiffness materials. A shear load transfer reduction system may include one or more ground improvement elements for supporting an applied load. A shear break element may be positioned above one or more ground improvement elements. The shear break elements may be configured to have low interface shear strength. Further, systems and methods are provided for creating an engineered slip surface for reducing shear stresses between a laterally loaded foundation and a rigid foundation support element and wherein two slip pads are provided that form the engineered slip surface. 1. A shear load transfer reduction system comprising:at least one ground improvement element for supporting applied loads; andtwo or more shear break elements positioned above the at least one ground improvement element, wherein the two or more break elements are configured to have low interface shear strength and are formed of one shear break element comprising a first material and one shear break element comprising a second material differing from the first material.2. The system of claim 1 , wherein the first or second materials comprise a plastic material.3. The system of claim 1 , wherein the first or second materials comprise material selected from the group consisting of high density polyethylene (HDPE) claim 1 , poly(vinyl chloride) (PVC) claim 1 , and polypropylene.4. The system of claim 1 , wherein the two or more shear break elements are substantially circular.5. The system of claim 4 , wherein the diameter of the two or more shear break elements range from 6 inches to 48 inches.6. The system of claim 1 , further comprising a bedding material placed between the at least one ground improvement element and the two or more ...

Подробнее
Номер записи: 31
07-02-2019 дата публикации

FOUNDATION FORM, DRAINAGE AND VENTILATION SYSTEM THEREFOR AND METHOD OF FORMING

Номер: US20190040625A1
Автор: Moyher Charles S.
Принадлежит:

A system for retaining a flowable and curable building material to form a portion of a foundation includes side walls disposed in a predetermined configuration having a first side wall and a second side wall, and at least one component having an interior cavity disposed in one of the side walls. A bracket assembly includes an outwardly bounding reinforcement post for each of the side walls, a separator bar having a plurality of apertures sized to receive and retain each of the reinforcement posts at locations corresponding to nominal widths of the at least one component. A barrier is disposed between the outwardly bounding posts. The barrier and the component in the side wall is retained in the foundation after the building material cures. The barrier prevents backfill from filling a volume between the outwardly bounding posts. 115-. (canceled)17. (canceled)18. A system for retaining building material to form a portion of a foundation of at least a portion of a structure of interest , the system comprising:side walls receiving and retaining a flowable and curable building material therebetween, the side walls disposed in a predetermined configuration suitable for a portion of the foundation, the side walls including a first side wall and a second side wall, at least one of the first side wall and the second side wall is comprised of at least one component having an interior cavity; a first outwardly bounding reinforcement post disposed proximate the first side wall,', 'a second outwardly bounding reinforcement post disposed proximate the second side wall, and', 'a separator bar having a first end, a second end opposed from the first end, and a plurality of apertures disposed along a length of the separator bar, the plurality of apertures including a first set of apertures disposed proximate the first end and a second set of apertures disposed proximate the second end, the first set apertures and the second set of apertures are sized to receive and retain each of the ...

Подробнее
Номер записи: 32
18-02-2016 дата публикации

CONTINUOUS STRAND HOOP REINFORCEMENT FOR CONCRETE FOUNDATIONS

Номер: US20160047106A1
Автор: HENDERSON Allan P.
Принадлежит:

A post-tensioned continuous strand hoop reinforcement for concrete foundations is provided. The post-tensioned continuous strand hoop reinforcement compresses the concrete to prevent cracking and significantly reduces foundation deflection and distortion which increases rotational stiffness in anchor caps, spread foundations, and like foundation configurations. 115-. (canceled)16. A concrete foundation with continuous strand hoop reinforcement , for supporting dynamic tall , heavy , and/or large structures including towers and/or poles which can be precast or constructed in-situ comprising:a spread foundation including a concrete central pedestal and a concrete base spread element;a plurality of tower anchor bolts in spaced relationship arranged as a ring around a center of said foundation, said tower anchor bolts being embedded in said pedestal;a first plurality of laterally directed reinforcing elements embedded in said concrete base spread element and extending outwardly from the pedestal to an outer perimeter of said spread element near a bottom of said spread element;a first plurality of coiled strand hoop guides installed at intervals between selected ones of said first plurality of laterally directed reinforcing elements;a first continuous strand reinforcing hoop extending outwardly in a generally spiral configuration from an embedded end near the pedestal to an outer end adjacent the outer perimeter of said spread element near the bottom of said spread element, a position of said first, continuous strand reinforcing hoop being guided by said first plurality of coiled strand hoop guides;a second plurality of laterally directed reinforcing elements embedded in said concrete base spread element, and extending outwardly from the pedestal to the outer perimeter of said spread element, said second plurality of laterally directed reinforcing elements being spaced above said first plurality of laterally directed reinforcing elements;a second plurality of coiled ...

Подробнее
Номер записи: 33
15-02-2018 дата публикации

System, method and apparatus for basement footer concrete forms and drainage-related components

Номер: US20180044876A1
Автор: Joshua E. Clapper, Roy Lucas Dean
Принадлежит: North American Pipe Corp

A system for a basement concrete form and drainage are disclosed. The system may include a lineal that is a horizontal concrete form for a footer for a wall and a basement floor. The lineal may include a rectilinear tubular structure having a cavity, an outer wall, and drain perforations in the outer wall to permit fluid transmission from the cavity to an exterior of the lineal. In addition, a retainer may be mounted to a stake for the basement concrete form when the stake is embedded in a formation underlying the lineal. The retainer may be selectively vertically positioned along the stake to adjust a height of the lineal relative to the underlying formation.

Подробнее
Номер записи: 34
03-03-2022 дата публикации

FOUNDATION WALL SYSTEM

Номер: US20220064894A1
Автор: Jalla Maharaj
Принадлежит:

The invention relates to foundation wall system comprising: a foundation wall of a known height, thickness, and length; a plurality of lateral stiffeners structures integrated into the foundation wall at predetermined location along the length of the foundation wall.

Подробнее
Номер записи: 35
03-03-2022 дата публикации

INSULATED CONCRETE FORM CONSTRUCTION METHOD AND SYSTEM

Номер: US20220064946A1
Автор: DAJNKO Marjan
Принадлежит:

A system and method for constructing an insulated concrete form (ICF) wall are provided. Vertically-oriented pairs of ICF foam panels of an ICF structure are erected above a footing, with vertical panel supports located along opposed vertical edges of each set of adjacent vertically-oriented panel pairs. An internal brace support, extending longitudinally along the structure, is installed between the individual panels of the panel pairs. Concrete is poured between the erected vertically-oriented ICF foam panels to complete the ICF wall.

Подробнее
Номер записи: 36
14-02-2019 дата публикации

Frost Protected Foundation System and Method of Using

Номер: US20190048555A1
Автор: Jahnke Donald James
Принадлежит:

A shallow foundation form and method of using are provided. The form is useful for pouring concrete slab foundations and results in a frost protected foundation with improved thermal characteristics. The form may include brackets to hold rebar at various locations. The brackets are designed to avoid the use of fastening devices, such as wire ties. When used to pour a concrete foundation, the form and brackets reduce construction material input costs, reduce the amount of skilled labor required, and reduce the amount of time required to pour a foundation. 1. A form for pouring a concrete foundation , the form comprising:a vertically oriented, rectangularly shaped outer wall;a horizontally oriented base connected to the bottom of the vertically oriented, rectangularly shaped outer wall and positioned perpendicular to the vertically oriented, rectangularly shaped outer wall; anda vertically oriented, rectangularly shaped inner wall connected to and located above the opposite side of the horizontally oriented base as the vertically oriented, rectangularly shaped outer wall.2. The form of claim 1 , wherein the vertically oriented claim 1 , rectangularly shaped outer wall comprises a top surface claim 1 , said top surface being angled.3. The form of claim 1 , wherein the form is made of a continuous piece of foam material.4. The form of claim 1 , wherein the form is made of a continuous piece of expanded polystyrene material.5. The form of claim 1 , wherein the form is made of a continuous piece of material claim 1 , said continuous piece of material having an R-value between four and eighteen.6. The form of claim 1 , wherein the form comprises an at least one bracket claim 1 , said at least one bracket being connected to the vertically oriented claim 1 , rectangularly shaped outer wall and the vertically oriented claim 1 , rectangularly shaped inner wall.7. The form of claim 6 , wherein the at least one bracket is made of a material claim 6 , wherein the material ...

Подробнее
Номер записи: 37
25-02-2016 дата публикации

Panel for a building structure, a building system and a building structure having the building panel

Номер: US20160053486A1
Автор: Edgar A. Agda
Принадлежит: EAA RESEARCH ENGINEER Pty Ltd

A building panel includes a substantially planar first side and a second side having at least one formation. Each formation includes a work surface spaced form the first side.

Подробнее
Номер записи: 38
25-02-2021 дата публикации

INSULATION SYSTEM FOR A BUILDING

Номер: US20210054589A1
Автор: KULBABA Joshua, MYER Jerry, MYER Scott
Принадлежит: 1563100 Alberta Ltd.

The present disclosure provides an insulation system for a building. The insulation system comprises a wall section adapted to be installed at least partially between two vertically oriented posts of a building, and a base section configured to be interconnected to the wall section and comprising a surface extending outwardly and downwardly away from an outer surface of the wall section when the insulation system is installed at the building. 1. An insulation system for a building , the insulation system comprising:a wall section adapted to be installed at least partially between two vertically oriented posts of a building, the wall section comprising an outer surface to be oriented towards the exterior of the building, an inner surface to be oriented towards the interior of the building, a wall section top, a wall section bottom, and two opposing wall sides; anda base section comprising a base section top, a base section bottom, and two opposing base sides, the base section top comprising a surface extending outwardly and downwardly away from the outer surface of the wall section when the insulation system is installed at the building.2. The insulation system of claim 1 , wherein the wall section and the base section are separate pieces that are adapted to be interconnected to each other.3. The insulation system of claim 2 , wherein the wall section is configured to be interconnected with the base section by a tongue-and-groove connection.4. The insulation system of claim 3 , wherein the base section top further comprises a flat surface that is parallel to the base section bottom claim 3 , and a longitudinal tongue is positioned along the flat surface.5. The insulation system of claim 1 , wherein the wall sections are adapted to be stackable on each other when installed in the building.6. The insulation system of claim 5 , wherein the wall sections are configured to be stackably interconnected to each other by a tongue-and-groove connection.7. The insulation system ...

Подробнее
Номер записи: 39
13-02-2020 дата публикации

PREFABRICATED BUILDING SYSTEM AND METHODS

Номер: US20200048892A1
Автор: Cecchetto, Jobson Aaron R., JR. Gino R., Luth Gregory P.
Принадлежит:

A method of constructing a building is disclosed, including selecting a standard dimension less than a wide-load trucking permit limit and designing a building on a grid defined by the selected standard dimension. The building includes a plurality of prefabricated elements, wherein each prefabricated element has a width correspond to the selected standard dimension. The plurality of prefabricated elements includes a wall panel, a roof panel, a laterally resistive frame, and a rebar cage. The method includes fabricating each of the plurality of prefabricated elements at a manufacturing plant and transporting the elements by truck to a building site. The method includes constructing intersecting grade beam footings at the building site and pouring a slab between the intersecting grade beam footings. The grade beam footings include the rebar cage and have a uniform width and depth, the grade beam footings and the slab having contiguous upper surfaces. 1. A method of constructing a building , including:selecting a standard dimension which is less than a wide-load trucking permit limit, a wall panel including a plurality of vertical studs connected to a strongback and a sheathing material,', 'a roof panel including a first pair of parallel structural members, a second pair of parallel structural members extending between the first pair of parallel structural members, and a decking material,', 'a laterally resistive frame, and', 'a rebar cage,, 'designing a building on a grid defined by the selected standard dimension, the building including a plurality of prefabricated elements, wherein each prefabricated element has a width corresponding to the selected standard dimension, and the plurality of prefabricated elements includesfabricating each of the plurality of prefabricated elements at a manufacturing plant;transporting the plurality of prefabricated elements by truck from the manufacturing plant to a building site,constructing intersecting grade beam footings at the ...

Подробнее
Номер записи: 40
23-02-2017 дата публикации

MODIFIED JERSEY BARRIER FOUNDATION SYSTEM

Номер: US20170051468A1
Автор: Jacobs Thomas Cameron
Принадлежит:

A foundation system utilizes conventional construction barriers, such as Jersey barriers, or the like, to form a foundation stem wall. Various modifications are made to the construction barriers to permit their use in both on frame and off frame construction. The foundation system of the present invention may also be used for conventional construction, including stud wall construction and block home construction. Generally, an on frame construction technique is used for modular or metal structures where the metal frame remains on the bottom of the walls. This permits, for example, the re-addition of a tongue, axles, wheels, and the like, to allow the building to be moved if desired. With off frame construction, the modular sections of the building are lifted off the frame and attached to, for example, a stem wall via connectors, straps, or the like. 1. A foundation system designed for on frame modular structures and conventional metal buildings comprising:a plurality of construction barriers disposed to retain a structure thereupon; anda plurality of metal plates attached to a top portion of at least a subset of the plurality of construction barriers, whereineach of the plurality of constructions barriers are formed as a single unit from solid concrete.2. The on frame foundation system of claim 1 , wherein the plurality of metal plates include one or more anchor bolts embedded into the plurality of construction barriers and attached to the metal plate.3. The on frame foundation system of claim 1 , wherein a corner of the foundation system is formed from two of the plurality of construction barriers cut at an angle claim 1 , wherein a corner metal plate covers a joint formed by the two construction barriers.4. The on frame foundation system of claim 3 , wherein the corner metal plate includes at least a first anchor and a second anchor claim 3 , where the first anchor is embedded into one of the two construction barriers and the second anchor is embedded into the ...

Подробнее
Номер записи: 41
23-02-2017 дата публикации

CONCRETE MOUNTING SYSTEMS, APPARATUSES, AND METHODS FOR FENCES AND OTHER CONCRETE MOUNTED STRUCTURES

Номер: US20170051469A1
Автор: Wallulis Stanley George
Принадлежит:

Concrete mounting apparatuses, concrete connector installation assemblies, and methods of installing a concrete mounting apparatus are disclosed. In some embodiments, the methods may include positioning a plurality of connectors at a predetermined distance below a top surface of concrete in a concrete form during curing of the concrete, and forming one or more channels from the top surface to the plurality of connectors during curing of the concrete. The methods may additionally include attaching a concrete mounting apparatus to one or more of the plurality of connectors through the one or more formed channels of the cured concrete. The concrete mounting apparatus may be configured to support one or more rails of a fence. 1. A method of installing a concrete mounting apparatus for a fence , comprising:positioning a plurality of connectors at a predetermined distance below a top surface of concrete in a concrete form during curing of the concrete;forming one or more channels from the top surface to the plurality of connectors during curing of the concrete; andattaching a concrete mounting apparatus to one or more of the plurality of connectors through the one or more formed channels of the cured concrete, the concrete mounting apparatus is configured to support one or more rails of a fence.2. The method of claim 1 , wherein positioning a plurality of connectors includes:inserting, in a plurality of apertures of an installation base, a plurality of installation fasteners having the plurality of connectors detachably attached therewith;shielding the plurality of installation fasteners and at least a bottom surface of the installation base; andplacing the installation base on the top surface of the concrete during curing of the concrete such that the plurality of connectors is at the predetermined distance below the top surface of the concrete.3. The method of claim 2 , wherein positioning a plurality of connectors further includes:attaching a stabilizer base to the ...

Подробнее
Номер записи: 42
23-02-2017 дата публикации

TOWER SUPPORT STRUCTURE

Номер: US20170051470A1
Автор: Jiang Wei, SHI Honglang, SUN Xibo
Принадлежит:

A foundation for a tower, the foundation including a main pedestal support structured to engage to a base of the tower. A floor structure surrounds and is secured to the main pedestal support. A wall structure surrounds the floor structure proximate a perimeter thereof, secured to the perimeter of the floor structure and extending upwardly from the floor structure. The main pedestal support is located generally centrally in the floor structure. 1. (canceled)2. A foundation for a tower , the foundation comprising:a centrally located main pedestal support structured to engage to a base of the tower;a plurality of bottom trays, each of the bottom trays further comprising a base sheet and a central reinforcement beam, the central reinforcement beam extending across and over a top of a base sheet of the bottom tray and being structured to couple to the main pedestal support at an inner end of the central reinforcement beam and being structured at an outer end of the central reinforcement beam to couple to at least one of a plurality of side support panels proximate a horizontal center of a bottom edge of the side support panel;each of the side support panels comprising hinge barrels along sides thereof, the hinge barrels being configured to rotatably engage to hinge barrels of an adjacent side panel and to receive a hinge pin therein whereby each side support panel is coupled to an adjacent side support panel.3. The foundation for a tower as claimed in claim 2 , wherein the main pedestal support further comprises longitudinal gussets extending vertically along the length of a tubular structure from a top flange to a bottom flange of the main pedestal support claim 2 , wherein the longitudinal gussets extending radially outwardly from the tubular structure.4. The foundation for a tower as claimed in claim 2 , wherein the bottom trays in the side support panels together form a basket structure which is finable with ballast.5. The foundation for a tower as claimed in claim ...

Подробнее
Номер записи: 43
15-05-2014 дата публикации

FORM FOR CONSTRUCTING A THROWER'S CIRCLE

Номер: US20140130445A1
Автор: Oliver Wayne P.
Принадлежит: SPORTSFIELD SPECIALTIES, INC.

A form for constructing a thrower's circle includes a pair of half sections. Each half section has an upper surface and a base surface and two full length members and two half length members. The full length members and the half length members are connected together substantially at right angles to form a rectangle with four corners. A corner brace is located in each of the four corners. An inside cross member and an outside cross member extend between the half length members and are generally parallel to the full length members. A pair of semi-circles, each having substantially the same diameter that is larger than the length of the half length members and less than the length of the full length members. Means are provided for securing the half sections together so that the semi-circles form a full circle. Tubes extend from the circle toward the base to drain water from with in the circle. 116-. (canceled)17. A form for constructing a thrower's circle comprising:a plurality of sections;a plurality of arcuate portions;wherein when the plurality of sections is assembled together, the plurality of arcuate portions together forms a full circle defining a circular area dimensioned for a player throwing from the circular area at least one of a hammer, a shot put, and a discus, and a first portion of the plurality of sections being disposed outside the full circle and a second portion of the plurality of sections being disposed inside the full circle.18. The form of wherein each plurality of sections comprises four right angles.19. The form of wherein when the plurality of sections are assembeled togenter claim 17 , the form defines a square with the full circle disposed inside the square.20. The form of wherein each of the plurality of sections comprises a plurality of side members.21. The form of wherein each of the plurality of sections comprises at least one cross member.22. The form of further comprising a plurality of tubes operable for drainage from the circular ...

Подробнее
Номер записи: 44
03-03-2016 дата публикации

METHOD OF BASEMENT CONSTRUCTION

Номер: US20160060858A1
Автор: Cogburn John
Принадлежит:

A method of constructing an inhabitable underground structure is disclosed that comprises the steps: creating a cutout in the earth at a desired location to generally match a desired shape of an interior of the underground structure; applying a reinforcement structure to an outer perimeter of the cutout; and applying shotcrete over the reinforcement structure to create a monolithic underground structure. 1. A method of constructing an inhabitable underground structure comprising the steps:creating a cutout in the earth at a desired location to generally match a desired shape of an interior of the underground structure;applying a reinforcement structure to the cutout, the reinforcement structure having one or more transitions comprising concave curvatures for connecting a plurality of walls of the reinforcement structure to a bottom of the reinforcement structure; andapplying shotcrete over the reinforcement structure to create a monolithic underground structure;using a top side of the monolithic underground structure as a foundation to support an above ground structure.2. The method of further comprising the step of placing a plurality of floor beams across a floor of the underground structure by mounting the plurality of floor beams above a bottom of the underground structure such that a resulting finished floor of the underground structure is spaced apart from the bottom of the underground structure to allow for draining of moisture between the finished floor and the bottom of the monolithic structure.3. The method of wherein a bottom of the underground structure is shaped generally in the form of an inverted arch.4. The method of wherein the reinforcement structure is formed using rebar.5. The method of wherein the reinforcement structure is formed using fiber mesh.6. The method of wherein the shotcrete is applied using a dry mix process.7. The method of wherein the bottom of the reinforcement structure is substantially flat. This application is a Divisional of U ...

Подробнее
Номер записи: 45
21-02-2019 дата публикации

FORMS FOR CONSTRUCTING FOUNDATIONS FOR ANCHORING POLE VAULT STANDARDS

Номер: US20190055740A1
Автор: CLARK Sean R., HANNIGAN Andrew P.
Принадлежит: Sportsfield Intellectual, LLC

A form for constructing a foundation for anchoring a pole vault standard to a support structure adjacent to a landing pad includes a first frame and a first plurality of connectors defining a first connecting pattern for coupling to a corresponding connecting pattern of a base of the first pole vault standard. The form is installable in the support structure and operable for use in fixedly connecting the first base of the pole vault standard to the form. A pair of forms may be employed for constructing a pair of foundations for anchoring a pair of pole vault standards to a support structure adjacent to a landing pad. 1. A method for forming a first foundation and a second foundation adjacent to a pole vault landing area for anchoring a base of first pole vault standard and a base of a second pole vault standard , the method comprising:excavating a first portion of a support structure adjacent to a side of the pole vault landing area;excavating a second portion of the support structure adjacent to an opposite side of the pole vault landing area spaced from the excavated first portion of the support structure;providing a first form in the excavated first portion of the support structure, the first form comprising a first frame and a first plurality of connectors defining a first connecting pattern for coupling to a corresponding connecting pattern of the first pole vault standard;providing a second form in the excavated second portion of the support structure, the second form comprising a second frame and a second plurality of connectors defining a second connecting pattern for coupling to a corresponding connecting pattern of the second pole vault standard;placing uncured cement in the excavated first portion of the support structure and first frame and curing the cement to secure the first frame and first plurality of connectors to the support structure, wherein the first plurality of connectors is alignable with the corresponding connecting pattern of the first ...

Подробнее
Номер записи: 46
04-03-2021 дата публикации

Concrete foundation structure and method for constructing same

Номер: US20210062451A1
Автор: Yu NAGAYAMA, Yumiko FUNAKOSHI
Принадлежит: Prex Co Ltd

Provided are a concrete foundation structure capable of firmly fixing a precast concrete foundation to a ground, and a method for constructing the concrete foundation structure. A concrete foundation structure 10 includes a precast concrete foundation 16 having a projecting portion 30 embedded in a ground G. An anchor plate 20 is placed inside an excavation hole 18 formed in the ground G, and the precast concrete foundation 16 and the anchor plate 20 are connected by a connecting member 22. In the excavation hole 18, a backfill portion 24 is formed of a backfill material 94 including a solidifying material and soil. A filler layer 26 is formed of a filler 96 containing a solidifying material between the precast concrete foundation 16 and the backfill portion 24. The precast concrete foundation 16 has a through-hole 42 through which the connecting member 22 is inserted, and the filler 96 forming the filler layer 26 is filled through the through-hole 42.

Подробнее
Номер записи: 47
05-03-2020 дата публикации

FOUNDATION WITH PEDESTAL AND RIBS FOR TOWERS

Номер: US20200071944A1
Автор: Phuly Ahmed
Принадлежит:

A fatigue resistant gravity based spread footing under heavy multi-axial cyclical loading of a wind tower. The foundation having a central vertical pedestal, a substantially horizontal continuous bottom support slab, a plurality of radial reinforcing ribs extending radially outward from the pedestal. The pedestal, ribs and slab forming a continuous monolithic structure. The foundation may have a three-dimensional network of post-tensioning elements that keep the structural elements under heavy multi-axial post compression with a specific eccentricity intended to reduce stress amplitudes and deflections and allows the foundation to have a desirable combination of high stiffness and superior fatigue resistance. The foundation design reduces the weight and volume of materials used, reduces cost, and improves heat dissipation conditions during construction by having a small ratio of concrete mass to surface area thus eliminating the risk of thermal cracking due to heat of hydration. 1. A cast in situ foundation comprising , a continuous concrete support slab-on-grade having horizontal rebar therein , a vertically prestressed concrete pedestal integral with the support slab having vertical rebar and vertical post tensioning elements therein , an array of ribs conjointly cast and integral with the pedestal , the ribs are horizontal cantilevered girders of tapering height fixed to the pedestal at their inner ends and having diagonally extending flexure reinforcing and deep connection elements extending from the rib into the pedestal through the vertical rebar and vertical post tensioning elements and connection elements extending into the slab at spaced intervals.2. A foundation as in claim 1 , wherein the ribs are arranged in pairs on opposite sides of the pedestal and each pair of ribs together with the pedestal form a continuous claim 1 , non-segmented claim 1 , laterally supported claim 1 , reinforced concrete girder extending between distal ends of the foundation with ...

Подробнее
Номер записи: 48
24-03-2016 дата публикации

METHOD OF CONSTRUCTING PASSIVE THAT REDUCE HEAT LOSS OF A BUILDING, AS WELL AS THE COSTS AND CONSUMPTION OF MATERIALS

Номер: US20160083959A1
Автор: Stachon Cezary
Принадлежит:

The method of the construction of passive foundation and, in particular, of connecting them with walls is characterised in that in order to improve the thermal insulation so as to limit the heat losses for a building or to simplify the structure or to reduce the building costs, the surface of the foundations or the contact surface of building materials/structural foundations () and building materials/structural walls () is purposefully reduced i.e. by being partly replaced with a column structure (made i.e. of reinforced concrete) () and partly with horizontal thermal insulation (), whereas thermal insulation, which is an important objective of this operation, is placed under the walls of the building or between the foundation and the walls in places where the continuity of the foundations (walls) is limited/interrupted (between the columns). Horizontal insulation is therefore located under a considerable part of the walls, except for the surface of the poles. 1. The method of the construction of passive foundation and , in particular , of connecting them with walls is characterised in that in order to improve the thermal insulation so as to limit the heat losses for a building or to simplify the structure or to reduce the building costs , the surface of the foundations or the contact surface of building materials/structural foundations and building materials/structural walls is purposefully reduced i.e. by being partly replaced with a column structure (made i.e. of reinforced concrete) and partly with horizontal thermal insulation , whereas thermal insulation , which is an important objective of this operation , is placed under the walls of the building or between the foundation and the walls in places where the continuity of the foundations (walls) is limited/interrupted (between the columns). Horizontal insulation is therefore located under a considerable part of the walls , except for the surface of the poles.2. The method according to is characterised in that ...

Подробнее
Номер записи: 49
23-03-2017 дата публикации

Foundation Retention System

Номер: US20170081839A1
Автор: Fogolin Fiorevante
Принадлежит:

A foundation retention system for retaining a top plate on a block foundation includes a foundation. A member is positioned on the foundation. A plurality of fastening units is provided. Each of the fastening units is coupled between the foundation and the member such that the member is retained on the foundation. 1. A foundation retention system comprising:a foundation;a member being positioned on said foundation; anda plurality of fastening units, each of said fastening units being coupled between said foundation and said member such that said member is retained on said foundation, wherein each of said fastening units comprises a plate having a first end, a second end and a top side extending between said first end and said second end, said plate being elongated between said first end and said second end;said foundation including a top row of stacked blocks, each of said top row of stacked blocks having a bottom side, said plate being positioned beneath an associated one of said top row of stacked blocks such that said top side of said plate abuts said bottom side of said associated top row of stacked blocks, each of said top row of stacked blocks has an opening, said opening in each of said top row of stacked blocks having a pair of bounding walls, each of said first end and said second end extending beyond an associated one of said bounding walls of said opening such that said plate is inhibited from being urged upwardly through said opening in said associated top row of stacked blocks; anda first nut being coupled to said top side of said plate, said first nut being centrally positioned between said first end and said second end of said plate and centrally positioned between opposed sides of said plate.2. The system according to claim 1 , wherein said foundation comprises a plurality of stacked blocks claim 1 , said plurality of stacked blocks including a top row of said stacked blocks claim 1 , said top row of stacked blocks having a bottom side claim 1 , a ...

Подробнее
Номер записи: 50
31-03-2022 дата публикации

Prefabricated building system and methods

Номер: US20220098851A1
Автор: Aaron R. Jobson, Gino R. Cecchetto, JR., Gregory P. Luth
Принадлежит: Blach Construction Co, Gregory P Luth & Associates Inc, Quattrocchi Kwok Architects

A method of constructing a building is disclosed, including selecting a standard dimension less than a wide-load trucking permit limit and designing a building on a grid defined by the selected standard dimension. The building includes a plurality of prefabricated elements, wherein each prefabricated element has a width correspond to the selected standard dimension. The plurality of prefabricated elements includes a wall panel, a roof panel, a laterally resistive frame, and a rebar cage. The method includes fabricating each of the plurality of prefabricated elements at a manufacturing plant and transporting the elements by truck to a building site. The method includes constructing intersecting grade beam footings at the building site and pouring a slab between the intersecting grade beam footings. The grade beam footings include the rebar cage and have a uniform width and depth, the grade beam footings and the slab having contiguous upper surfaces.

Подробнее
Номер записи: 51
12-03-2020 дата публикации

TANK BASE

Номер: US20200080274A1
Автор: KRIEGSHAUSER Tim, PERKINS Larry L.
Принадлежит:

A method for the construction of an improved tank base. A tank base is constructed for protection against accidental spills and/or leaks associated with a tank battery. The improved tank base comprises at least one part of a suitable substrate, which allows for the adhesion of an elastomer such as polyurea. Polyurea is preferably applied using a spray device which yields an average coverage of about 50-80 mils, and most preferably 60 mils. If more than one substrate is used, one or more substrates can be bound together with a fastening system. Once pressure is applied in the form of weight, the fastening system can be removed, resulting in an improved tank base having at least one seam and impervious to the fluid of the tank battery. 1. A tank base sized to provide a load-bearing support for an above-ground storage tank , the above-ground storage tank having a bottom and defining an outer circumference , the tank base comprising: a first substrate having a first thickness sized to provide the load-bearing support for the above-ground storage tank; and', 'a first elastomer disposed onto an outer surface of the first substrate;', 'wherein the first part comprises a first planar portion;, 'a first part, comprising a second substrate having a second thickness sized to provide the load-bearing support for the above-ground storage tank; and', 'a second elastomer disposed onto an outer surface of the second substrate;', 'wherein the second part comprises a second planar portion;', 'wherein the first and second planar portions are coplanar and perpendicular to each of the respective first and second thicknesses of the first and second substrates; and, 'a second part positioned adjacent to the first part, the second part comprisinga first seam formed between the first and second parts to allow for fluid to disperse away from the bottom of the tank, via the first seam, when the tank base provides the load-bearing support for the above-ground storage tank.2. The tank base of ...

Подробнее
Номер записи: 52
02-04-2015 дата публикации

FOUNDATION SYSTEM FOR RECEIVING THE LOAD OF A HOUSING OR OF AT LEAST ONE HOUSING MODULE OF A SELF-SERVICE MACHINE

Номер: US20150090860A1
Автор: Haidvogl Franz Engelbert
Принадлежит: KEBA AG

A foundation system for receiving the load of a housing or at least one housing module of a self-service machine includes at least one base element, which has at least one support surface for a housing or for at least one housing module of a self-service machine. The base element includes a concrete body and at least one metal carrier element supported thereon, on which the least one support surface for a housing or housing module of a self-service machine is formed, and the metal carrier element can be leveled relative to the concrete body of the base element via at least one adjusting device. 1. Foundation system for receiving the load of a housing or at least one housing module of a self-service machine , the foundation system comprising at least one base element and at least one adjusting device , the at least one base element having at least one support surface for a housing or for at least one housing module of a self-service machine ,wherein the at least one base element comprises a concrete body and at least one metal carrier element supported thereon,wherein the at least one metal carrier element can be leveled relative to the concrete body via the at least one adjusting device,wherein the concrete body has a hollow prismatic shape and has a cavity extending continuously from a top face of the concrete body to a bottom face of the concrete body, thereby forming a vertically oriented orifice, andwherein the at least one metal carrier element comprises a hood at least partially covering the concrete body.2. Foundation system according to claim 1 , wherein the at least one metal carrier element has a C-shaped body by reference to a vertical section claim 1 , and a base element of the C-shaped body covers at least certain portions of a top face of the concrete body claim 1 , and mutually opposing arms of the C-shaped body constitute facing portions at least partially covering mutually opposing wall portions of the concrete body.3. Foundation system according to ...

Подробнее
Номер записи: 53
25-03-2021 дата публикации

A BUILDING SYSTEM

Номер: US20210087773A1
Автор: LIM Matakii
Принадлежит:

The present invention relates to a building system and a method of making and assembling the building system. In particular, the present invention relates to a footing for a building structure, the footing comprises a plurality of precast concrete layers, each precast concrete layer comprising reinforcement bars and a plurality of apertures. The footing further comprises a base structure comprising a base plate and a plurality of alignment bars protruding from the base plate. The footing is configured such that when the plurality of precast concrete layers are positioned on top of one another, the plurality of alignment bars of the base structure extend through the respective apertures of each precast concrete layer. Furthermore, the present invention relates to a building structure having one or more building modules. 1. A footing for a building structure , the footing comprising:a plurality of precast concrete layers, each precast concrete layer comprising reinforcement bars and a plurality of apertures, anda base structure comprising a base plate and a plurality of alignment bars protruding from the base plate,wherein the footing is configured such that when the plurality of precast concrete layers are positioned on top of one another, the plurality of alignment bars of the base structure extend through respective apertures of each concrete layer.2. The footing of wherein the base structure is further arranged to secure the footing to a piling structure.3. The footing of further comprising a centre column arranged to be directly secured to the piling structure.4. The footing of wherein each precast concrete layer comprises a central aperture and the footing is configured such that when the plurality of precast concrete layers are positioned on top of one another claim 3 , the centre column extends through the respective central apertures of the plurality of prefabricated concrete layers.5. The footing of wherein each concrete layer comprises a plurality of steel ...

Подробнее
Номер записи: 54
21-03-2019 дата публикации

FOUNDATION WITH PEDESTAL AND RIBS FOR TOWERS

Номер: US20190084183A1
Автор: Phuly Ahmed M.
Принадлежит:

A wind turbine foundation comprising a concrete support slab having a horizontal rebar grid therein, a concrete pedestal integral with the support slab and having vertical post tensioning elements therein and a plurality of concrete ribs on top of and integral with the support slab and integral with the pedestal, the ribs having rebar therein and extend outwardly from the pedestal, the pedestal, slab and ribs are connected to each other to form a monolithic foundation. The foundation design reduces the weight and volume of materials used, reduces cost, and improves heat dissipation conditions during construction by having a small ratio of concrete mass to surface area thus eliminating the risk of thermal cracking due to heat of hydration. 113-. (canceled)14. A wind turbine foundation for a pylon of a wind tower comprising , an excavation pit at a foundation construction site; a continuous support slab on grade that is cast in situ out of concrete over a prepared subgrade at the bottom of the excavation pit below grade elevation and having generally horizontal rebar mesh therein; a vertically extending and laterally braced tower receiving pedestal , the pedestal is integral with the support slab and encompasses a vertical reinforcing cage and vertical post tensioning elements therein; a plurality of concrete ribs on top of and integral with the support slab and integral with the pedestal , the pedestal and the ribs are conjointly cast in situ out of concrete , the ribs having connection elements extending from the ribs into the pedestal and from the ribs into the slab such that the rib , slab and pedestal form a monolithic foundation , the ribs are tapered downwardly as they extend outwardly from the pedestal and the inner ends of the ribs have a height equal to or less than that of the pedestal and provide substantial lateral bracing and confinement to the pedestal , the slab covering an area of ground substantially larger than that covered by the pedestal; ...

Подробнее
Номер записи: 55
01-04-2021 дата публикации

DECORATIVE CONCRETE SIMULATING NATURAL WOOD AND METHOD OF FORMING THE SAME

Номер: US20210094343A1
Автор: Barabasch Marshall John, SHAW RONALD D.
Принадлежит:

A decorative concrete structure simulating natural wood and a method of fabricating the same is disclosed. A concrete mixture is poured over a subgrade which defines an exposed surface. The exposed surface is swept with a broom, saw cut, and optionally stained, and sealed to simulate aesthetic appearance of the natural wood. 1. A method of forming a decorative concrete slab having an exposed surface that resembles natural wood , the method comprising the steps of:preparing a subgrade;pouring a concrete mixture over the subgrade, the concrete mixture defining the exposed surface when poured;brooming the exposed surface with a brooming tool in directions to create grain patterns to resemble the natural wood;cutting a plurality of longitudinal cuts that are spaced from one another; andapplying a stain to the exposed surface.2. The method of wherein the step of cutting a pattern includes longitudinal cuts that are generally equally spaced and parallel to each other.3. The method of wherein the distance between each cut of the plurality of longitudinal cuts is approximately 5.5 inches.4. The method of wherein each cut of the plurality of longitudinal cuts has a depth of approximately between 0.125 inch to 0.375 inch.5. The method of wherein the groove has a width of approximately 0.1875 inch.6. The method of wherein the plurality of longitudinal cuts each defines a first and second wall that are generally parallel to each other.7. The method of wherein the plurality of longitudinal cuts each defines a first and second wall formed an angle with respect to each other.8. The method of wherein the step of applying stain on the exposed surface comprises applying more than one stain upon the exposed surface.9. The method of further comprising the step of adding a color additive to the concrete mixture prior to the pouring step.10. The method of further comprising the step of placing reinforcement members above the subgrade and pouring the concrete mixture over reinforcement ...

Подробнее
Номер записи: 56
07-04-2016 дата публикации

RETROFIT REINFORCING STRUCTURE ADDITION AND METHOD FOR WIND TURBINE CONCRETE GRAVITY SPREAD FOUNDATIONS AND THE LIKE

Номер: US20160097179A1
Автор: HENDERSON Allan P.
Принадлежит:

A retrofit reinforcing structure addition and method for an existing gravity spread foundation for a wind turbine or the like having a central pedestal and a spread section is provided. The retrofit structure addition includes a collar formed around the pedestal of the spread foundation. The collar is formed by a shape sustaining member, such as a CMP, placed around the pedestal to define an annular ring between the CMP and the pedestal that is filled with cementitious material. Radial bolts extend horizontally through the collar and into the side of the pedestal. Soil and/or rock anchor bolts extend vertically through the collar, the spread portion of the foundation and into the underlying soil and/or rock substrate. The radial and anchor bolts are post-tensioned to ensure that the cementitious material of the collar remains in compression and the bolts are always in static tension, strengthening the original gravity spread foundation and extending the fatigue life thereof. 1. A retrofit reinforcing structure addition for an existing spread foundation that has a central pedestal and a horizontal spread section , the retrofit structure comprising:a collar encircling the central pedestal of the spread foundation, a base of the collar pressing on an upper surface of the horizontal spread section of the foundation;a plurality of radial bolts extending horizontally from an outer perimeter of the collar, through the collar and into the pedestal; anda plurality of soil and/or rock anchor bolts extending vertically from an upper surface of the collar, through the horizontal spread section and into an underlying soil and/or rock substrate below the spread section.2. The retrofit spread foundation reinforcing structure addition as set forth in claim 1 , wherein said soil and/or rock anchor bolts and said radial bolts are post-tensioned.3. The retrofit spread foundation reinforcing structure addition as set forth in claim 1 , wherein said collar includes a shape sustaining ...

Подробнее
Номер записи: 57
07-04-2016 дата публикации

DECONSTRUCTABLE SUPPORT COLUMN STRUCTURES

Номер: US20160097199A1
Автор: Saiidi Mehdi
Принадлежит: Board of Regents of the Nevada System of Higher Education On Behalf of the University of Nevada

Disclosed herein are support column structures which can be used to support bridges, buildings or other structures. In some cases, a support column structure can be deconstructable and include one or more removable elements. In some cases, a support column structure can include shape memory alloy reinforcing bars. In some cases, a removable element of a support column structure can include an engineered cementitious composite. In some cases, a removable element includes one or more sleeves to separate an engineered cementitious composite from one or more shape memory alloy reinforcing bars. Methods include assembling and disassembling a support column structure. 1. A support column structure , comprising:a base portion having a top surface;a column portion having a bottom surface; anda removable portion comprising an engineered cementitious composite;wherein the removable portion comprises a top surface removably coupled to the bottom surface of the column portion; andwherein the removable portion comprises a bottom surface removably coupled to the top surface of the base portion.2. The support column structure of claim 1 , wherein:the removable portion further comprises a main body portion and a plurality of sleeves;the support column structure further comprises a plurality of reinforcing bars extending from the bottom surface of the column portion, through a respective sleeve of the removable portion, to the top surface of the base portion; andthe sleeves separate the respective reinforcing bars from the main body portion of the removable portion such that the reinforcing bars are not in contact with the main body portion of the removable portion.3. The support column structure of claim 1 , wherein:the removable portion further comprises a top plate removably coupled to the bottom surface of the column portion;the removable portion further comprises a bottom plate removably coupled to the top surface of the base portion; andthe engineered cementitious composite is ...

Подробнее
Номер записи: 58
07-04-2016 дата публикации

FOOTING REPLACEMENT

Номер: US20160097209A1
Автор: Angelo Art
Принадлежит:

A fabric formed footing has a column retainer assembly with a post socket and a post socket base. The column retainer assembly is a rigid structural member. A base plate is connected to the post socket. The base plate has a base plate underside opposing a base plate top surface. The base plate is connected to the post socket at the base plate top surface. A moment leg is connected to the base plate. The moment leg is connected to the base plate underside. The moment leg has a moment leg horizontal section, a moment leg vertical section, and a bend between the moment leg horizontal section and the moment leg vertical section. The moment leg vertical section is the portion of the moment leg that is connected to the base plate underside. 1. A footing replacement comprising:a column retainer assembly with a post socket and a post socket base, wherein the column retainer assembly is a rigid structural member;a base plate connected to the post socket, wherein the base plate has a base plate underside opposing a base plate top surface, wherein the base plate is connected to the post socket at the base plate top surface;a moment leg connected to the base plate.2. The footing replacement of claim 1 , wherein the moment leg is connected to the base plate underside claim 1 , wherein the moment leg has a moment leg horizontal section claim 1 , a moment leg vertical section claim 1 , and a bend between the moment leg horizontal section and the moment leg vertical section claim 1 , wherein the moment leg vertical section is the portion of the moment leg that is connected to the base plate underside.3. The footing replacement of claim 1 , further comprising: a base plate opening formed on the base plate claim 1 , wherein the base plate opening is formed between the post socket and an edge of the base plate.4. The footing replacement of claim 1 , further comprising: a post socket base periphery weld connecting the column retainer assembly to the base plate.5. The footing ...

Подробнее
Номер записи: 59
16-04-2015 дата публикации

BUILDING FOUNDATION

Номер: US20150101263A1
Автор: Price Neville Holmes
Принадлежит: NEV-X SYSTEMS LIMITED

A modular foundation of or for a building comprising a footing assembled on site from a plurality of prefabricated footers rigidly connected together and supported by ground below. The footing defines a seat for wall panels of a modular building structure that includes wall panels to be supported. 1. A foundation of or for a building , said foundation comprising a footing assembled on site from a plurality of prefabricated footers rigidly connected together and supported by ground below.2. A foundation as claimed in said foundation is of or for a modular building that includes wall panels to be supported on the foundation wherein said footing defines a seat for wall panels to register on said foundation.3. A foundation as claimed in wherein said footing defines a seat for wall panels of a modular building structure that includes wall panels to be supported on the foundation to register.4. A foundation as claimed in anyone of to wherein said footers are connected together by connectors that create a rigid connection between adjacent footers.5. A foundation as claimed in wherein said connectors locate intermediate of said footers and each connect to at least two said footers.6. A foundation as claimed in wherein said connectors are adapted and configured to allow a sliding engagement therewith by adjacent footers.7. A foundation as claimed in anyone of to wherein the connectors effect a dovetail connection between adjacent footers.8. A foundation as claimed in anyone of to wherein the footing includes adjustable ground engageable props.9. A foundation as claimed in anyone of to wherein foundation comprises a filler.10. A foundation as claimed in wherein the filler includes a cementitious material.11. A foundation as claimed in or wherein the filler is a settable poured cementitious material.12. A foundation as claimed in or wherein the filler is poured concrete.13. A foundation as claimed in anyone of to wherein the footing defines formwork for the pour and remains in ...

Подробнее
Номер записи: 60
12-05-2022 дата публикации

Floating Foundation

Номер: US20220145571A1
Автор: Ehlers Jan Gerhardus
Принадлежит:

A casting kit for constructing a foundation which includes a plurality of void forming members, each of which has securing means on its sides to secure to a matched void forming member thereby to define a minor void forming formation and at least one side of each void forming member having a step formation such that a groove is formed between the step formation of adjacent void forming members in a minor void forming formation for receiving tensile elements in the groove. 1. A casting kit for constructing a foundation which comprises;a plurality of void forming members, each of which has securing means on its sides to secure to a matched void forming member thereby to define a minor void forming formation, at least one side of each void forming member having a step formation such that a groove is formed between the step formation of adjacent void forming members in a minor void forming formation for receiving tensile elements in the groove.2. The casting kit as claimed in claim 1 , in which the groove formed between adjacent void forming members is shaped to receive tensile elements in the form of reinforcing steel bars as well as a settable material claim 1 , the reinforcing steel bars and settable material defining supporting ribs of the foundation.3. The casting kit as claimed in claim 1 , in which the void forming member is in the form of a cuboid having a hollow interior with a planar top face.4. The casting kit as claimed in claim 3 , in which the interior of the void forming member has integrally formed supporting formations in the form of a prism shaped structure.5. The casting kit as claimed in claim 4 , in which the prism shape is selected from any one of a triangular prism claim 4 , a square prism claim 4 , a pentagonal prism and a hexagonal prism.6. The casting kit as claimed in claim 1 , in which the step formation is located on a lower portion of at least one side of the void forming member.7. The casting kit as claimed in claim 1 , in which the sides ...

Подробнее
Номер записи: 61
12-05-2022 дата публикации

Flat-Based Foundation

Номер: US20220145572A1
Автор: Betz Thorsten
Принадлежит:

A flat-based foundation for a structural component includes a foundation plate having an underside, an upperside, and a center. At least one first soft layer insert is located on or underneath the underside of the foundation plate. The at least one first soft layer insert is a non-load-transferring layer and is arranged at a distance from the center so that the foundation plate is split into at least one inner load-transferring area and at least one outer load-transferring area. 1. A flat-based foundation for a structural component , the foundation comprising:a foundation plate having an underside, an upperside, and a center;at least one first soft layer insert on or underneath the underside of the foundation plate, wherein the at least one first soft layer insert is a non-load-transferring layer and is arranged at a distance from the center so that the foundation plate is split into at least one inner load-transferring area and at least one outer load-transferring area.2. The foundation according to claim 1 , wherein the at least one first soft layer insert is arranged around the center in the form of a ring.3. The foundation according to claim 1 , further including at least a one second soft layer insert on or underneath the underside of the foundation plate claim 1 , the at least one second soft layer insert being a non-load-transferring layer and being arranged at a radial distance to the at least one first soft layer insert.4. The foundation according to claim 3 , wherein the at least one second soft layer insert is concentrically arranged inside the at least one first soft layer insert.5. The foundation according to claim 3 , wherein the at least one second soft layer insert is arranged in the form of a ring around the center.6. The foundation according to claim 3 , wherein the at least one second soft layer insert is formed as a soft layer core around the center.7. The foundation according to claim 6 , wherein the soft layer core is configured in one of a ...

Подробнее
Номер записи: 62
12-05-2022 дата публикации

FOUNDATION FOR A WIND POWER PLANT

Номер: US20220145573A1
Автор: Schuldt Christian
Принадлежит:

A foundation for a wind power plant includes a circular or polygonal pedestal divided into several ring sections for carrying a tower and support elements extending radially outward from the pedestal, wherein the ring sections and the support elements are designed as prefabricated concrete elements or are assembled from prefabricated concrete elements, and wherein adjacent support elements are spaced from one another in the circumferential direction, adjacent support elements are each connected with one another by a tangentially extending beam designed as a prefabricated concrete element. 1. Foundation for a wind power plant , the foundation comprising a circular or polygonal pedestal into several ring sections for carrying a tower and support elements extending radially outward from the pedestal , wherein the ring sections and the support elements are designed as prefabricated concrete elements or are assembled from prefabricated concrete elements , wherein adjacent support elements are spaced from one another in the circumferential direction , wherein adjacent support elements are each connected with one another by means of a tangentially extending beam designed as a prefabricated concrete element.2. The foundation according to claim 1 , wherein ends of the tangentially extending beam are fastened to the adjacent support elements in a form-fitting manner or with the aid of connecting means.3. The foundation according to claim 1 , wherein the tangentially extending beam is attached to ends of the adjacent support elements facing away from the pedestal.4. The foundation according to claim 1 , wherein the tangentially extending beam has a cross-sectional profile with two legs claim 1 , wherein one leg of the two legs is fixed to the adjacent support elements and the other leg of the two legs forms a support structure that protrudes radially outwardly from the adjacent support elements and is adapted to be supported against the ground.5. The foundation according to ...

Подробнее
Номер записи: 63
12-05-2022 дата публикации

Composite conduit formwork structure and method of fabrication

Номер: US20220145622A1
Автор: Scott Armstrong
Принадлежит: Forma Technologies Inc

The disclosure presents a composite conduit formwork structure which includes a cylindrical outer casing adapted to bond with a cylindrical inner casing which are maintained at a fixed distance apart by a plurality of radial stanchions. The inner casing and outer casing form an interior void which is filled with concrete during manufacture. The outer casing and inner casing remain in place to protect the structure once completed. A novel method of assembly is also provided whereby radial stanchions are rotated between the outer casing and inner casing. All of the components in a preferred embodiment are formed of a fiberglass material.

Подробнее
Номер записи: 64
12-04-2018 дата публикации

Method and apparatus for keeping foundations flat

Номер: US20180100282A1
Автор: Adrian Vuyk, Jr., Adrian VUYK, SR., Ian VUYK
Принадлежит: Vuyk Technology Holdings LLC

Embodiments of methods and apparatuses to measure a concrete foundation from within the concrete in order to maintain the foundation in a controlled flat condition over time we disclosed. A method, for example, may include placing a conduit network inside forms of a concrete foundation, documenting the conduit network in X and Y coordinate system, pouring the concrete foundation with the conduit network inside the concrete in generally the same position, passing an elevation measuring sensor through the conduit network to record a baseline elevation of the conduit and using this baseline for relative comparisons in the future. An embodiment of a method also may include using the relative change in the conduit elevation to predict the relative risk of a repair and financial losses and using the relative change in the conduit elevation to assist in the proper repair and maintenance of the foundation.

Подробнее
Номер записи: 65
13-04-2017 дата публикации

POST SUPPORT AND POST SUPPORT SYSTEM

Номер: US20170101760A1
Автор: Seay Timothy
Принадлежит:

A post support system is provided that is useful for construction projects where supports are placed in the ground and the supports and their placement in the ground can be inspected at any time during construction. This allows for construction to continue on the project without being held up for inspection purposes. Provided is a post support system comprising: a post support with a base; at least two walls opposing one another on one side of the base; a plate with apertures on an opposing side of the base; and at least three legs, each with a first end disposed in communication with one of the apertures of the plate; and a support mount with a lip; wherein each leg has a second end disposed in communication with the lip of the support mount. 1. A post support comprising:a base with a base plate perimeter, a top surface and a bottom surface;two walls opposing one another and disposed about 90 degrees relative to the top surface of the base, each of the two walls disposed along the base plate perimeter and spaced a first distance apart;at least three legs each leg with a first leg end terminating at and in direct communication with the bottom surface of the base, wherein the first ends of the legs are disposed within an area defined by the base plate perimeter and the first ends of the legs are disposed a second distance apart, which second distance is smaller than the first distance.2. The post support of further comprising a support mount for receiving a second leg end of each of the at least three legs of the post support.3. The post support of claim 1 , wherein each of the at least three legs comprises at least one foot configured for communication with a surface on which the post support is placed during use.4. The post support of claim 2 , wherein each of the walls comprises at least one through-hole for securing a post to the post support.5. The post support of further comprising a support plate disposed on the bottom surface of the base.6. The post support ...

Подробнее
Номер записи: 66
02-06-2022 дата публикации

METHOD FOR MANUFACTURING FOUNDATION

Номер: US20220170228A1
Автор: HONIDEN Atsuo, IGARASHI Hiroteru, TERAKUBO Noriaki
Принадлежит: JGC CORPORATION

To provide a technology for manufacturing a foundation of a plant efficiently and safely. Provided is a method for manufacturing a foundation () to be provided in a plant configured to process fluid, the method including a step of forming a foundation, by a 3D printer, in a ground for installation of a device to be provided in the plant, or in a ground for installation of a framework structure configured to support the device or a piping through which the fluid flows, the foundation being configured to support the device or the framework structure. 1. A method for manufacturing a foundation to be provided in a plant configured to process a fluid , the method comprising:a step of forming a foundation, by a 3D printer, in a ground for installation of a device to be provided in the plant, or in a ground for installation of a framework structure configured to support the device or a piping through which the fluid flows,wherein the foundation is configured to support the device or the framework structure.2. The method for manufacturing a foundation according to claim 1 , whereinthe foundation has a reinforced-concrete (RC) structure, andwherein, in the step of forming a foundation, the foundation having the RC structure is integrally formed through different material joining of a concrete material and a metal material.3. The method for manufacturing a foundation according to claim 1 , whereinin the step of forming a foundation, a flow path, through which the fluid to be used in the plant flows, is formed in the foundation.4. The method for manufacturing a foundation according to claim 3 , whereinthe flow path is made of a material different from a constituent material for the foundation, andwherein the flow path is integrally formed in the foundation through different material joining of the constituent material for the foundation and a constituent material for the flow path performed through use of the 3D printer.5. The method for manufacturing a foundation according to ...

Подробнее
Номер записи: 67
20-04-2017 дата публикации

METHOD FOR CONSTRUCTING BUILDING THROUGH GRAVITY AND WEIGHT OF THE BUILDING STRUCTURE

Номер: US20170107713A1
Автор: AMIRIAN EDVARD, Azizians Areg, KANANI FARDIN, Saadatmand Vahid
Принадлежит:

A method for constructing a building structure using gravity and weight of the building structure is provided. The method includes designing an architecture and a construction plan of the building structure, planning an initial box for a structural design, tuning a ground required for construction of the building structure, constructing the initial box as per the planning, constructing an upper floor on the initial box, constructing remaining parts of the building structure including foundation for the building structure, and assembling a plurality of temporary structures to the building structure. 1. A method for constructing a building structure using gravity and weight of the building structure , the method comprising the steps of:designing an architecture and a construction plan of the building structure, wherein the architecture and construction plan is designed based on a plurality of constraints;planning an initial box for a structural design, and wherein the planning of the initial box includes calculating a height of the initial box based on the designed architecture and the construction plan;tuning a ground required for construction of the building structure, and wherein tuning the ground includes excavating soil from the ground according to the planned initial box;constructing the initial box as per the planning, and wherein constructing the initial box includes construction of a plurality of retaining walls, main pillars, a plurality of beams, a plurality of shear walls, and wherein construction of the initial box is carried out using a plurality of construction machinery and materials including concrete, a plurality of buckets, reinforced steel, iron, stones, bricks, and sand;constructing an upper floor on the initial box, wherein the construction of the upper floor includes construction of ceiling, and wherein the upper floor is constructed with an opening in the ceiling, and wherein the upper floors are constructed using a plurality of temporary ...

Подробнее
Номер записи: 68
29-04-2021 дата публикации

Foundation for a Structure

Номер: US20210123204A1
Автор: Betz Thorsten, Reitenspiess Michael
Принадлежит:

A foundation for a structure pre-stressed via a plurality of tensioning members includes a foundation slab and a suspension device cast into the foundation slab. The suspension device includes an anchor element, which may be an upper anchor plate, located at least as high as an upper side of the foundation slab, the anchor element for attachment to one of the tensioning members. The suspension device also includes a lower anchor plate located at least as low as within a lower third of the foundation slab. The structure may be a container, a tower or a wind turbine tower. The structure may include a stack of prefabricated concrete parts. The disclosure is also directed to the combined structure and foundation, and to a method of manufacturing a structure having a foundation. 130-. (canceled)31. A foundation for a structure pre-stressed via a plurality of tensioning members , the foundation comprising:a foundation slab; anda suspension device cast into the foundation slab and including an anchor element located at least as high as an upper side of the foundation slab, the anchor element for attachment to one of the tensioning members, the suspension device also including a lower anchor plate located at least as low as within a lower third of the foundation slab.32. The foundation according to claim 31 , wherein the lower anchor plate is cast into a lower side of the foundation slab and the suspension device extends from the lower side to at least the upper side.33. The foundation according to claim 31 , wherein the suspension device is connected to the anchor element.34. The foundation according to claim 31 , wherein the foundation slab is pre-stressed via the suspension device.35. The foundation according to claim 31 , wherein the suspension device includes at least one longitudinal element connecting the lower anchor plate to the anchor element.36. The foundation according to claim 35 , wherein the anchor element includes an upper anchor plate one of attached to or ...

Подробнее
Номер записи: 69
02-04-2020 дата публикации

EQUIPMENT PLATFORM

Номер: US20200102994A1
Автор: Carter Jeremy, THURSTON Richard Parker
Принадлежит:

Improved equipment bases and methods for making and using same are disclosed herein. The equipment base can include a first coated substrate including a first part having a first thickness sized to provide the load-bearing support for the equipment, a first elastomer coating the first part, a second coated substrate positioned adjacent to the first coated substrate, the second coated substrate including a second part having a second thickness sized to provide the load-bearing support for the equipment, and a second elastomer coating the second part. A first seam can be formed between the first and second coated substrates to allow for moisture to pass between the first and second coated substrates so that moisture is allowed to seep away from the bottom of the equipment. 1. An equipment base sized to provide a load-bearing support for equipment , the equipment base comprising: a first substrate having a first thickness sized to provide the load-bearing support for the equipment;', 'a first elastomer disposed onto the first substrate; and', 'a first planar portion;, 'a first part, comprising a second substrate having a second thickness sized to provide the load-bearing support for the equipment;', 'a second elastomer disposed onto the second substrate; and', 'a second planar portion;', 'wherein the first and second planar portions are coplanar when the second part is positioned adjacent to the first part and perpendicular to each of the respective first and second thicknesses of the first and second parts; and, 'a second part configured to be positioned adjacent to the first part, the second part comprisingan expansion joint formed between the first and second parts to allow for a footprint of the equipment base to expand or contract due to any expansion or contraction, respectively, of the equipment.2. The equipment base of claim 1 , wherein the first and second parts are encapsulated by the first and second elastomer claim 1 , respectively claim 1 , to provide ...

Подробнее
Номер записи: 70
07-05-2015 дата публикации

RIBBED FOUNDATION FOR SUPERSTRUCTURES AND METHOD FOR PRODUCING THE FOUNDATION

Номер: US20150121784A1
Автор: Abad Huber Cesar, Franco Rey Jorge
Принадлежит:

The present invention relates to a reinforced-concrete foundation system for erecting superstructures that transmit high axial loads, shearing forces and/or flexural moments at individual points, such as, for example, wind turbines. The foundation that is the subject matter of the present invention is formed by an upper reinforced-concrete slab poured “in situ”, of polygonal or circular footprint, and which is made rigid at the bottom by means of reinforced-concrete ribs of rectangular or trapezial cross section which are arranged radially. The method makes provision for said ribs to be produced from concrete “in situ” or, alternatively, by means of prefabricated elements, always working, jointly with the upper slab. This new foundation considerably reduces the costs of forming traditional foundations for this type of superstructure, by considerably improving completion deadlines. 1127. Ribbed foundation for superstructures , characterized in that it is formed by an upper reinforced-concrete slab () having a polygonal or circular footprint and which is made rigid at the bottom by means of radial reinforced-concrete ribs () of a rectangular cross-section stemming from a central core ().221. Ribbed foundation for superstructures according to the preceding claim , where the reinforced-concrete ribs () are of a trapezoidal cross-section and wider in the upper portion thereof in contact with the slab () in order to make use of excavation embankments as permanent formwork , increasing the resistant concrete section.3251. Ribbed foundation for superstructures according to or , where the reinforced-concrete ribs () have a constant or variable edge , either a stepped edge () or an edge having a constant slope , said slope decreasing as it moves away from the center of the slab ().42. Ribbed foundation for superstructures according to any of the preceding claims , further comprising a series of piles under the stiffening ribs ().5. Ribbed foundation for superstructures ...

Подробнее
Номер записи: 71
13-05-2021 дата публикации

MODIFIED JERSEY BARRIER FOUNDATION SYSTEM

Номер: US20210140136A1
Автор: Jacobs Thomas Cameron
Принадлежит:

A foundation system utilizes conventional construction barriers, such as Jersey barriers, or the like, to form a foundation stem wall. Various modifications are made to the construction barriers to permit their use in both on frame and off frame construction. The foundation system of the present invention may also be used for conventional construction, including stud wall construction and block home construction. Generally, an on frame construction technique is used for modular or metal structures where the metal frame remains on the bottom of the walls. This permits, for example, the re-addition of a tongue, axles, wheels, and the like, to allow the building to be moved if desired. With off frame construction, the modular sections of the building are lifted off the frame and attached to, for example, a stem wall via connectors, straps, or the like. 1. An on frame foundation system designed for on frame modular structures and conventional metal buildings comprising:a plurality of department of transportation construction barriers disposed to retain a structure thereupon; anda plurality of metal plates attached to a top portion of at least a subset of the plurality of construction barriers, the plurality of metal plates positioned to be generally flush with a top surface of the plurality of construction barriers, whereineach of the plurality of constructions barriers are formed as a single unit from solid concrete.2. The on frame foundation system of claim 1 , wherein the plurality of metal plates include one or more anchor bolts embedded into the plurality of construction barriers and attached to the metal plate.3. The on frame foundation system of claim 1 , wherein a corner of the foundation system is formed from two of the plurality of construction barriers cut at an angle claim 1 , wherein a corner metal plate covers a joint formed by the two construction barriers.4. The on frame foundation system of claim 3 , wherein the corner metal plate includes at least a ...

Подробнее
Номер записи: 72
24-07-2014 дата публикации

Segmented Ballast Base Support Structure and Rail and Trolley Structures for Unstable Ground

Номер: US20140205384A1
Автор: French, SR. WILLIAM L.
Принадлежит: French Development Enterprises, LLC

Unstable ground is found in many situations in many locations around the world and causes such locations to be unsuitable for building without further support or stabilization. Unstable ground, such as landfills, can be used for beneficial purposes as opposed to lying dormant. A segmented ballast base support structure according to an embodiment of the present invention can be configured to support free-standing structures, such as solar power collection systems and wind turbines. The segmented ballast base support structure can be deployed at unstable ground sites without digging or expensive filling stabilization techniques. Segments of the base support structure can be precast at an offsite location and transported to a site in segments and sections, and can then be arranged on-site to form the segmented base support structure. The transportability of the segments of the disclosed segmented base support structure enables offsite manufacturing to be utilized. 153-. (canceled)54. An apparatus for supporting a free-standing superstructure , the apparatus comprising:segments of a base support structure including interconnection features, adjacent segments of the base support structure each forming a respective male or female interconnection feature, the male and female interconnection features arranged to mate together; andlinkages configured to couple to the male and female interconnection features in a manner interconnecting the adjacent segments to be in an interconnected state, the segments in the interconnected state being configured to collectively serve as the base support structure to support the free-standing superstructure on an unstable ground, wherein the segments are rail structures configured to enable an adjustable trolley structure to be coupled thereto, wherein the trolley structure is configured to support the superstructure or a superstructure element.55. The apparatus of wherein the segments have defined top and bottom surfaces and further ...

Подробнее
Номер записи: 73
25-08-2022 дата публикации

An adjustment system, an adjustable support, a method of orienting an element, and use of such system

Номер: US20220268041A1
Автор: Anders HELIN, Leif Johansson
Принадлежит: I & P i NORR AB

An adjustment system including an adjustable support, a driving arrangement, a locking arrangement and a motor. The adjustable support includes a base including a bore having an open mouth; a screw being movable received in the bore while having a free end configured to project past the open mouth of the bore; and a driver being arranged in driving engagement with the screw, whereby a rotation of the driver results in a linear movement of the screw along the longitudinal extension of the bore. The driving arrangement includes a driver actuator arranged to be driven by the motor. Further, a method of orienting an element relative to a reference plane is provided.

Подробнее
Номер записи: 74
16-04-2020 дата публикации

ONE-PIECE Z-SHAPED FLAT PLATE FOUNDATIONS AND METHOD OF FORMING SAME

Номер: US20200115876A1
Автор: Reinert Gary L.
Принадлежит:

A one-piece, Z shaped steel plate foundation comprising a main plate body extending the longitudinal length of the foundation from a top to a bottom of the foundation, a single rear flange extending perpendicular to the main plate body in a first direction at a rear edge of the main plate body, wherein the single rear flange does not extend past the main plate body in the direction opposite the first direction, a single front flange extending perpendicular to the main plate body in the direction opposite the first direction at a front edge of the main plate body, wherein the single front flange does not extend past the main plate body in the first direction; and a plurality of mounting holes at the top of the one-piece metal plate foundation configured for attachment to the structure to be supported. 120.-. (canceled)21. A one-piece metal plate foundation comprising: i) a longitudinal centerline extending along the longitudinal length of the foundation from the top edge surface of the main plate body to the bottom end of the main plate body,', 'ii) a rear side edge of the main plate body on one side of the longitudinal centerline and extending from the top edge surface of the main plate body in a direction parallel to the longitudinal centerline,', 'iii) a front side edge of the main plate body on a side of the longitudinal centerline opposite the side of the rear side edge of the main plate body and extending from the top edge surface of the main plate body in a direction parallel to the longitudinal centerline,', 'iv) a bottom edge surface extending between the rear side edge of the main plate body and the front side edge of the main plate body;, 'A) a main plate body extending a longitudinal length of the foundation from a top edge surface of the main plate body to a bottom end of the main plate body, the main plate body further including'} i) a top edge surface of the single rear flange which extends from and is coplanar with the a top edge surface of the main ...

Подробнее
Номер записи: 75
16-04-2020 дата публикации

CEMENT FORM APPARATUS AND METHOD

Номер: US20200115878A1
Автор: Boyce Amber C., Boyce Lance N.
Принадлежит: MONO SLAB EZ FORM LLC

A cement form 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. The cement form includes a foam material and has a wedge cross-sectional shape. 1. A method of forming a monolithic foundation , comprising:providing a plurality of cement forms each comprising a foam material;interconnecting at least some of the plurality of cement forms in an end-to-end arrangement;covering at least a portion of the plurality of cement forms with backfill dirt; andafter covering, pouring cement into contact with the plurality of cement forms to form a monolithic foundation, the plurality of cement forms remaining covered and in contact with the monolithic foundation after the cement cures to provide insulation for the monolithic foundation.2. The method of claim 1 , further comprising staking the plurality of cement forms to a ground surface prior to covering.3. The method of claim 2 , wherein staking the plurality of cement forms includes driving a stake through the foam material claim 2 , and driving the stake through the foam material concurrently forms a pass-through aperture through the foam material.4. The method of claim 1 , wherein the plurality of cement forms each include a connector groove claim 1 , and interconnecting the plurality of cement forms includes removably inserting a connecting member into the connector grooves of adjacent positioned cement forms.5. The method of claim 4 , further comprising removing the connecting member from the connector grooves after the cement is cured.6. The method of claim 5 , further comprising inserting a foam strip into the connector grooves after removing the connecting member.7. The method of claim 1 , wherein the plurality of cement forms each includes a first surface arranged vertically and configured to support the cement claim 1 , a second surface arranged horizontally and configured to contact a ...

Подробнее
Номер записи: 76
31-07-2014 дата публикации

Aboveground safety shelter

Номер: US20140208667A1
Автор: Clint Algood, Keith Thompson
Принадлежит: Individual

A mobile aboveground safety shelter to provide protection from dangerous events such as storms, tornadoes and similar occurrences is provided. The shelter includes a pallet and a room connected to the pallet. The pallet has a generally planer base and a wall extending upward from the base. The wall and base form a cavity suitable for containing a weighting material.

Подробнее
Номер записи: 77
21-05-2015 дата публикации

MODULAR BUILDING SYSTEM

Номер: US20150135605A1
Автор: Price Neville Holmes
Принадлежит: NEV-X SYSTEMS LIMITED

A building having a foundation and abutting wall panels seated on the foundation. Together they define at least one wall section, tied together by orthogonal tensioners. The tensioners include vertical tensioners located parallel and between adjacent wall panels and fixed to the foundation and at a respective anchor positioned at the top of the adjacent wall panel. These vertical tensioners allow a binding of the adjacent wall panel by said vertical tensioner onto the seat of the foundation. The tensioners also a horizontal tensioner extending between said anchors at each end of the wall section to allow a horizontal binding of wall panels of the wall section together. 1. A building comprising a foundation , said foundation comprising a plurality of prefabricated footers including a prepositioned foundation anchor point , the building also comprising a plurality of upstanding juxtaposed wall panels together defining at least one wall section of said building seated on said foundation and tied together by orthogonal tensioners comprising;a. at each end of the wall section, a vertical tensioner located parallel an adjacent wall panel and fixed by and extending between said prepositioned foundation anchor point foundation and a respective anchor positioned to act at or near the top of the adjacent wall panel to allow a binding of the adjacent wall panel by said vertical tensioner onto the seat of the foundation,b. a horizontal tensioner extending between said anchors at each end of the wall section to allow a horizontal binding of wall panels of the wall section together.2. A building as claimed in wherein intermediate of and parallel with adjacent wall panels of said wall section is an intermediate vertical tensioner that is fixed by and extends between the foundation and a respective mid wall anchor positioned to act at or near the top of the two adjacent wall panels to allow binding of the two adjacent wall panels by said vertical tensioner onto the seat of the ...

Подробнее
Номер записи: 78
10-05-2018 дата публикации

LANDSCAPE EDGING

Номер: US20180127942A1
Автор: Doman Bryce
Принадлежит: Landecor LLC

A landscape edging block can include a shaped structure having a first and a second end. The first end can include a surface that is concave simultaneously along a horizontal plane and a vertical plane. On the contrary, the second end can include a surface that is convex simultaneously along a horizontal plane and a vertical plane. The shaped structure can include a top and sides configured to resemble decorative stone. Additionally, first end of the block can be configured to engage a second end of a second block in order to form a landscaping border. 1. A landscape edging block , comprising:a shaped structure having a first end and a second end, the first end including a surface that is concave simultaneously along a horizontal plane and a vertical plane, the second end including a surface that is convex simultaneously along a horizontal plane and a vertical plane, and including a top and sides configured to resemble decorative stone,wherein the first end of the block is configured to engage a second end of a second block in order to form a landscaping border.2. The edging block of claim 1 , further including a substantially planar bottom surface.3. The edging block of claim 1 , wherein the shaped structure comprises cement.4. The edging block of claim 3 , wherein the shaped structure consists of cement and coloring agent.5. The edging block of claim 1 , further comprising decorative coloring on the surface of the landscape edging block.6. The edging block of claim 1 , wherein the first end vertical plane concavity terminates at substantially an axis of the concavity of the landscape edging block.7. The edging block of claim 1 , wherein the first and the second ends are functionally configured to minimize a visible transition from one block to another when a plurality of blocks are engaged.8. The edging block of claim 1 , wherein the top and the sides of the block are configured to resemble a plurality of decorative stones.9. The edging block of claim 1 , wherein ...

Подробнее
Номер записи: 79
10-05-2018 дата публикации

Insulating Device for Building Foundation Slab

Номер: US20180127944A1
Автор: Hicks Tony
Принадлежит: TB Holdings, LLC

A device for insulating the slab foundation of a building, said device comprising: a generally horizontal insulating section disposed between the slab foundation and a footer of a building, said horizontally disposed insulating section comprising a generally elongated cuboid shape having at least one cutout through which a concrete column is disposed; said prefabricated device further comprising a generally vertical insulating section disposed adjacent to said horizontal insulating section and attached to said building. 1. A device for insulating the slab foundation of a building , said device comprising: a generally horizontal insulating section disposed between the slab foundation and a footer of a building , said horizontally disposed insulating section comprising a generally elongated cuboid shape having at least one cutout through which a concrete column is disposed; said prefabricated device further comprising a generally vertical insulating section disposed adjacent to said horizontal insulating section and attached to said building.2. The device of claim 1 , wherein the device is prefabricated and comprises a material selected from the group consisting of extruded foam claim 1 , polyisocyanurate foam claim 1 , expanded foam claim 1 , insulated foil bubble wrap claim 1 , and blown insulation.3. The device of claim 1 , wherein the material comprises an additive selected from the group consisting of an insecticide claim 1 , an herbicide claim 1 , a fungicide claim 1 , and a water repellant.4. The device of claim 1 , wherein the vertical insulating section further comprises a semi rigid external sheath.5. The device of claim 1 , further comprising a vertical metal bar disposed through at least one column claim 1 , where the bar comprises a material selected from the group consisting of steel claim 1 , iron claim 1 , and metal alloy.6. The device of claim 1 , further comprising a horizontal metal bar disposed across the device through and perpendicular to the at ...

Подробнее
Номер записи: 80
01-09-2022 дата публикации

FORMING, DRAINAGE AND VENTILATION SYSTEM FOR AGRICULTURE, IRRIGATION AND ATHLETIC FIELDS

Номер: US20220275599A1
Автор: Moyher Charles
Принадлежит: DRFF, LLC

A drainage and ventilation system includes a plurality of drainage cores. Each core includes a sheet having a first and a second end, a first and a second side, and a plurality of dimples disposed between the ends and the sides. The dimples extend outwardly from the sheet and define a plurality of passages. The passages include passages extending from end to end and passages extending from side to side. The system also includes a fabric attached to each core. The passages of the cores receive and convey a flow of at least one of liquid, air and gas through the drainage cores. In one embodiment, the cores are disposed in soil, and the dimples are filled with an adhesive to enhance the shock absorbing properties of the soil. In another embodiment, the dimples are filled a cement-based material for adhering a finish material to the cores. 1. A system for retaining building material to form a foundation or a footing in soil , the system comprising:side walls receiving and retaining a flowable and curable building material in a channel formed therebetween, the side walls disposed in a predetermined configuration defining a foundation or a footing within soil, the side walls including a first side wall and a second side wall, wherein the first side wall includes a first drainage core wrapped in a first fabric, the first drainage core having a plurality of first passages extending therethrough, and wherein the second side wall includes a second drainage core wrapped in a second fabric, the second drainage core having a plurality second passages extending of therethrough; a first reinforcement post disposed proximate the first drainage core and retaining the first drainage core in a first interior position within the bracket assembly;', 'a second reinforcement post disposed proximate the second drainage core and retaining the second drainage core in a second interior position within the bracket assembly; and', 'a separator bar having a first end, a second end opposed from ...

Подробнее
Номер записи: 81
02-05-2019 дата публикации

FORMS FOR CONSTRUCTING SUBSURFACE STRUCTURAL ELEMENTS THAT REDIRECT SOIL FORCES

Номер: US20190127942A1
Автор: Conner James C., Hakim Omar Besim, Krawl DeWayne
Принадлежит: V-Forms, LLC

Embodiments described herein relate to construction of subsurface structural elements that are configured to redirect soil forces. For instance, a form may be used to construct a subsurface structural element such that the subsurface structural element redirects soil forces to vertically displace a foundation rather than have the soil forces crack or otherwise damage the foundation. 1. A form for constructing at least a portion of a structural foundation , the form comprising:one or more wall forming portions configured to shape a foundation material to form one or more respective walls of at least one subsurface structural element of the at least a portion of the structural foundation; the at least one subsurface structural element extends from a surface-level base of the structural foundation to a subsurface level; and', 'the at least one subsurface structural element is configured to redirect soil forces to vertically displace the structural foundation., 'wherein the form is configured to shape, based at least in part on the one or more wall forming portions, the foundation material to form the at least one subsurface structural element such that2. The form of claim 1 , wherein the one or more wall forming portions include: a first top portion that meets the surface-level base at a first non-zero angle; and', 'a first bottom portion opposite the first top portion; and, 'a first wall forming portion configured to shape the foundation material to form a first planar surface of a first wall such that the first planar surface includes a second top portion that meets the surface-level base at the first non-zero angle; and', 'a second bottom portion that meets the first bottom portion at a second non-zero angle, wherein the second bottom portion is opposite the second top portion., 'a second wall forming portion configured to shape the foundation material to form a second planar surface of a second wall such that the second planar surface includes3. The form of claim 1 ...

Подробнее
Номер записи: 82
02-05-2019 дата публикации

TOWER SUPPORT STRUCTURE

Номер: US20190127943A1
Автор: Jiang Wei, SHI Honglang, SUN Xibo
Принадлежит:

A foundation for a tower, the foundation including a main pedestal support structured to engage to a base of the tower. A floor structure surrounds and is secured to the main pedestal support. A wall structure surrounds the floor structure proximate a perimeter thereof, secured to the perimeter of the floor structure and extending upwardly from the floor structure. The main pedestal support is located generally centrally in the floor structure. 1. (canceled)2. A kit for assembly of a tower support structure , the kit comprising:a main pedestal support;a plurality of base members;a plurality of primary support beams;a plurality of secondary support beams;a plurality of side support panels; anda plurality of hinge pins;the main pedestal support further comprising a plurality of longitudinal gussets structured at a top end thereof to be coupled to the plurality of primary support beams at an inner end of each of the plurality of primary support beam;the plurality of longitudinal gussets of the main pedestal support being further structured at a bottom end thereof to be coupled to the plurality of base members via a central reinforcement beam extending across and over a top of a base sheet of each of the plurality of base members; andthe plurality of hinge pins is being further structured to be inserted into a plurality of hinge barrels located at ends of the plurality of side support panels to couple the plurality of side support panels to one another.3. The kit as claimed in claim 2 , further comprising a plurality of secondary support beams each being structured at a first end thereof to be coupled to one of the plurality of primary support beams and structured at a second end thereof to be coupled to one of the plurality of side support panels.4. The kit as claimed in claim 2 , wherein the main pedestal support further comprises a top flange and a bottom flange.5. The kit as claimed in claim 2 , wherein each of the plurality of side panels further comprises a ...

Подробнее
Номер записи: 83
02-05-2019 дата публикации

Powered Lifting Station For and Method For Lifting A Slab Foundation

Номер: US20190127944A1
Автор: Marshall Frederick S.
Принадлежит:

A technician positions a form with a threaded aperture on a pier. Concrete is poured around the form to create a slab foundation. A fixture is then placed on the slab foundation, the fixture having a polygonal anti-rotation member that inserts into a polygonal upper end of the form. The fixture has an upward extending fixture stop member. A threaded rod with a tool adapter on its upper end is screwed into the threaded aperture. The adapter has an adapter stop member extending laterally relative to the fixture stop member. A power tool rotates the adapter to lift the slab foundation until the adapter stop member swings into contact with the fixture stop member. The technician then removes the adapter, places the adapter stop member adjacent an opposite side of the fixture stop member, then again rotates the adapter. 1. A method for lifting a slab foundation , comprising:installing at least one pier into a grade;positioning a form with a threaded aperture and polygonal upper end over the pier;pouring concrete around the form and allowing the concrete to harden into a slab foundation, defining a cavity with a polygonal receptacle at an upper side of the slab foundation;installing a fixture on the upper side of the slab foundation, the fixture having a polygonal anti-rotation member that inserts into the polygonal receptacle and has a longitudinal axis, the fixture having an upward extending fixture stop member laterally offset from the axis;inserting a threaded rod into the cavity and rotating the threaded rod through the threaded aperture;installing a tool adapter on an upper end of the threaded rod, the adapter having an adapter stop member extending laterally relative to the axis;rotating the tool adapter and the adapter stop member about the axis, lifting the slab foundation until the adapter stop member engages a stop side of the fixture stop member; thenremoving the adapter, placing the adapter stop member adjacent a start side of the fixture stop member, then ...

Подробнее
Номер записи: 84
19-05-2016 дата публикации

CONCRETE MOUNTING SYSTEMS, APPARATUSES, AND METHODS FOR FENCES AND OTHER CONCRETE MOUNTED STRUCTURES

Номер: US20160138298A1
Автор: Wallulis Stanley George
Принадлежит:

Concrete mounting apparatuses, concrete connector installation assemblies, and methods of installing a concrete mounting apparatus are disclosed. In some embodiments, the concrete mounting apparatus may include a mounting base that is planar and is configured to be supported on concrete. The mounting base may include a plurality of apertures sized to receive one or more fasteners. The apparatus may additionally include an attachment member attached to, or formed with, the mounting base. The apparatus may further include a support member configured to be supported on the mounting base. The support member may include a hole configured to receive at least a portion of the attachment member, a plurality of holes that is adjacent to the attachment member when the attachment member is received in the hole, and one or more spaced fins configured to receive one or more rails of the fence. 1. A concrete mounting apparatus for a fence , comprising:a mounting base that is planar and is configured to be supported on concrete, the mounting base has a plurality of apertures sized to receive one or more fasteners;an attachment member attached to, or formed with, the mounting base; and a hole configured to receive at least a portion of the attachment member when the support member is supported on the mounting base,', 'a plurality of holes that is adjacent to the attachment member when the attachment member is received in the hole, the plurality of holes is sized to receive one or more couplers to secure the support member to the attachment member, and', 'one or more spaced fins configured to receive one or more rails of the fence., 'a support member configured to be supported on the mounting base, the support member includes2. The apparatus of claim 1 , wherein the attachment member is a first cylindrical tube having an outer diameter.3. The apparatus of claim 2 , wherein the support member includes an inner diameter that is greater than the outer diameter of the first cylindrical ...

Подробнее
Номер записи: 85
03-06-2021 дата публикации

CEMENT FORM WITH BREAKAWAY PORTION

Номер: US20210164189A1
Автор: Boyce Amber C., Boyce Lance N.
Принадлежит: MONO SLAB EZ FORM LLC

A cement form includes a unitary body portion having 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, and a detachable portion. The cement form may include a connector groove formed in the weight bearing surface and extending along at least a portion of a length of the body portion. The connector groove is configured to receive a connecting member that extends between adjacent positioned cement forms. The detachable portion may be positioned adjacent to the connector groove. 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 detachable element spaced laterally away from the first and second surfaces;', 'at least one relief slit defining an edge of the detachable element;', 'a wedge cross-sectional shape., 'a single piece body member having a solid, continuous foam construction, the body member comprising2. The cement form of claim 1 , wherein the cement form consists solely of rigid foam material.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 1 , further comprising a connector groove extending along at least a portion of a length of the body portion claim 1 , the connector groove being configured to receive a connecting member that extends between adjacent positioned cement forms.5. The cement form of claim 4 , wherein the detachable portion is positioned adjacent to the connector groove.6. The cement form of claim 3 , wherein the detachable ...

Подробнее
Номер записи: 86
17-05-2018 дата публикации

Method and Apparatus For Reducing Propagation of Cracks in Concrete

Номер: US20180135298A1
Автор: Roberts Jeffrey L., Sanders Mark E.
Принадлежит:

A method of reducing propagation of cracks in concrete includes placing at least one curved panel in an area into which concrete is to be poured such that a bottom surface of the at least one curved panel directly contacts a first surface of the area. The method further includes pouring the concrete onto the first surface of the area such that the concrete directly contacts a concave surface and a convex surface of the at least one curved panel. The concave surface and the convex surface project in a direction that is substantially perpendicular to the bottom surface. The method further includes ceasing to pour the concrete when substantially an entirety of the convex surface and substantially an entirety of the concave surface of the at least one curved panel are in direct contact with the concrete. 1. A method of reducing propagation of cracks in concrete , the method comprising:placing at least one curved panel in an area into which concrete is to be poured such that a bottom surface of the at least one curved panel directly contacts a first surface of the area;pouring the concrete onto the first surface of the area such that the concrete directly contacts a concave surface and a convex surface of the at least one curved panel, the concave surface and the convex surface projecting in a direction that is substantially perpendicular to the bottom surface; andceasing to pour the concrete when substantially an entirety of the convex surface and substantially an entirety of the concave surface of the at least one curved panel are in direct contact with the concrete.2. The method of claim 1 , wherein:placing the at least one curved panel in the area includes placing the at least one curved panel such that the at least one curved panel directly contacts a second surface and a third surface of the area, the second surface and the third surface arranged substantially perpendicularly to the first surface.3. The method of claim 1 , wherein:placing the at least one curved ...

Подробнее
Номер записи: 87
30-04-2020 дата публикации

PRECAST MODULAR STRUCTURAL BUILDING METHOD

Номер: US20200131754A1
Автор: Heatly Scott Edward
Принадлежит:

The present invention is a modular structural building method consisting of prefabricated, precast, composite reinforced concrete raised floor and steel beam panels with adjustable levelling connection assemblies between panels, supported by columns. The system has the ability to accommodate the use of the floor by construction personnel during the on-site assembly process. The perimeter of the raised floor slab can be provided with ducts for a field installed conventional reinforcement means to create a continuous structural diaphragm for the floor panel. 1a. precasting a plurality of raised floor panels;b. transporting the precast raised floor panels to the final panel location;c. attaching each precast raised floor panel to at least one column such that the precast raised floor panels are suspended and stable enough for construction personnel to walk on the precast raised floor panels;d. connecting adjacent angled edges of the precast raised floor panels to each other;e. installing within the receptacle created by connecting adjacent angled edges to each other at least one adjustable levelling connection assembly, said assembly being capable of using torque to draw two adjacent raised floor panels level;f. applying torque to the adjustable levelling connection assembly until the adjacent precast raised floor panels are level; andg. filling the receptacle with grout.. A method of using a modular structural building system to install raised floors comprising the steps of: This application is a divisional of prior-filed and copending application Ser. No. 15/901,042 filed Feb. 21, 2018, entitled “Precast Modular Structural Building System and Method,” which claimed the benefit of the filing of Provisional Application No. 62/462,759, filed on Feb. 23, 2017, entitled “Precast Modular Structural Building System.” The specification and claims of both prior-filed applications are incorporated here by reference.The field of the present invention is generally the design and ...

Подробнее
Номер записи: 88
14-08-2014 дата публикации

CEMENTITIOUS FOUNDATION CAP WITH POST-TENSIONED HELICAL ANCHORS

Номер: US20140223846A1
Автор: HENDERSON Allan P.
Принадлежит:

A post-tensioned concrete cap foundation has helical anchors with pipes having several helical discs welded around the pipe perimeter to spin drill deep into subsurface soils or other soft materials with holes in the pipe for high pressure-grouting in place. The helical anchor pipes include a tensioning element for pulling and post-tensioning the helical anchor. The helical anchors are tension anchors which can be converted to compression anchors. The helical anchors in tension serve to pull the foundation cap down to compress the underlying soil while the compression anchors limit the maximum settlement of the concrete foundation cap. The foundation also includes perimeter-forming and interior corrugated metal pipes with upper and lower sleeved horizontally extending radial bolts that are secured to the pipes and post-tensioned to provide lateral foundation compression. 1. A post-tensioned concrete foundation for supporting on its upper surface a tall tower or other structure subject to heavy load and high upset forces , said foundation comprising:a generally horizontal concrete foundation cap for supporting a tall tower or other structure from an upper surface and having a lower surface engaged with a ground surface; anda plurality of generally vertical post-tensioned hollow bar helical anchors circumferentially spaced from one another, each of said hollow bar helical anchors including at least one hollow bar helical anchor pipe extending downwardly from said concrete foundation cap lower surface into surrounding soil underneath said concrete foundation cap, and a tensioning element coupled to an upper end of said at least one hollow bar helical anchor pipe and extending through the concrete foundation cap, an upper end of each of said tensioning elements terminating above said concrete foundation cap upper surface, said tensioning elements pulling said cap downwardly and pulling the at least one hollow bar helical anchor pipe of each hollow bar helical anchor ...

Подробнее
Номер записи: 89
14-08-2014 дата публикации

PREFABRICATED REINFORCED CONCRETE WALL PANEL AND INSTALLATION METHOD

Номер: US20140223851A1
Автор: Vanderydt Martin Peter
Принадлежит:

A prefabricated reinforce concrete wall panel having a curb wall at the top and anchoring loops embedded in the panel. 1. A prefabricated reinforced concrete wall panel having opposed faces , a top , a bottom , a height , a length , and a width , comprising:a curb wall portion at the top of the panel, having a curb height, a thickness less than the width of the panel, and a ledge, defining an open recess in the panel above the ledge, anda first anchoring loop embedded in the panel and extending downwardly from the bottom thereof, anda second anchoring loop embedded in the panel and extending into the recess, but not above the top of the panel.2. The panel of claim 1 , wherein the face intersecting said ledge has thereon spaced apart recesses having a depth less than the width of the panel.3. The wall panel of claim 2 , having one or more threaded holes extending between said recesses and the bottom of the panel adapted to threadably receive threaded rods therein for variable threadable extension of the rod below the bottom of the panel.4. The wall panel of claim 1 , wherein said curb wall portion comprises a double spaced apart curb wall claim 1 , each having a curb height and a thickness less than half of the width of the panel claim 1 , and a ledge claim 1 , defining an open recess in the panel claim 1 , above the ledge claim 1 , between the two curb walls.5. The wall panel of claim 4 , further comprising anchors wet set in concrete poured into the open recess between the two curb walls and extending above the top of said curb walls claim 4 , for attachment to building components.6. The wall panel of claim 1 , further comprising insulation along the interior of said open recess claim 1 , wherein said anchoring loops extend beyond said insulation.7. A method of building a perimeter structure section claim 1 , comprising the steps of:excavating a perimeter trench;{'claim-ref': {'@idref': 'CLM-00001', 'claim 1'}, 'providing a plurality of prefabricated reinforced ...

Подробнее
Номер записи: 90
09-05-2019 дата публикации

Roller Forms For Temporarily Supporting A New Slab Foundation

Номер: US20190136480A1
Автор: Marshall Frederick S.
Принадлежит:

An assembly supports a concrete slab foundation above a ground surface while being poured and hardened. The assembly includes forms, each of the forms having a frame. Lower rollers are mounted to each of the frames for rolling each of the forms onto the ground surface. Upper rollers are mounted to each of the frames at an elevation above the lower rollers. Upper decks are placed on top of the upper rollers. Each of the upper decks has an upper surface configured to receive the concrete while being poured and hardened. The upper rollers of each of the forms are in rolling engagement with a lower side of one of the upper decks, enabling the forms to be rolled out from under the upper decks after the slab foundation has hardened. 1. An assembly for supporting a concrete slab foundation above a ground surface while being poured and hardened , comprising:a plurality of forms, each of the forms having a frame;a plurality of lower rollers mounted to each of the frames for rolling each of the forms onto and along the ground surface;a plurality of upper rollers mounted to each of the frames at an elevation above the lower rollers;a plurality of upper decks, each of the upper decks being placed on top of the upper rollers of one of the forms, each of the upper decks having an upper surface configured to receive the concrete while being poured and hardened; and whereinthe upper rollers of each of the forms are in rolling engagement with a lower side of one of the upper decks, enabling the forms to be rolled out from under the upper decks and off the ground surface after the slab foundation has hardened.2. The assembly according to claim 1 , wherein:the upper deck of each of the forms is releasable from a lower side of the slab foundation after the foundation has hardened, enabling the upper decks to be removed from the slab foundation.3. The assembly according to claim 1 , further comprising:a plurality of lower decks for placement on the ground surface; and whereinthe lower ...

Подробнее
Номер записи: 91
02-06-2016 дата публикации

Polyurethane Foam in Foundation Footings for Load-Bearing Structures

Номер: US20160153162A1
Автор: Botrie Alexander, Goodman Neil
Принадлежит: Royal Adhesives & Sealants Canada Ltd.

Foundation footing system for a load-bearing structure comprising a hole in the ground and a post in the hole extending above the hole. A gap present between the sides of the post and the sides of the hole contains a cured, hydrophobic, closed-cell, polyurethane foam to firmly hold the post in place and protect the post from moisture. Alternatively, a foundation footing system for a load-bearing structure comprising a hole in the ground filled with a cured, hydrophobic, closed-cell, polyurethane foam and a post place on and connected to the top of the foam. 1. A foundation footing system for a load-bearing structure comprising a hole in a ground , the hole having a bottom and sides , and a post placed on the bottom of the hole and generally centered within the hole , wherein the post extends above the hole , wherein the width of the hole is wider than a width of the post thus forming a gap between sides of the post and the sides of the hole , such that the post occupies no more than 80% of the area at the base of the hole; the foundation further comprising a cured , closed-cell , polyurethane foam surrounding the post , wherein the polyurethane foam fills the gap between the post and sides of the hole , the polyurethane foam comprising a cured mixture of a polyurethane composition comprising polyisocyanate and at least one active hydrogen containing compound and wherein the cured foam provides an adhesive bond strength of at least 1200 pounds per foot embedded.2. The foundation footing system of comprising at least two holes and at least two posts claim 1 , wherein the posts have the same or different diameters claim 1 , and each hole has a diameter accommodating the diameter of the respective post and requisite gap.3. The foundation footing system of wherein the cured polyurethane foam is prepared from mixing a polyurethane composition claim 1 , pouring the composition into the hole claim 1 , and allowing the composition to foam claim 1 , wherein the polyurethane ...

Подробнее
Номер записи: 92
15-09-2022 дата публикации

CONCRETE FOUNDATION FORM

Номер: US20220290397A1
Автор: Fong Gary, Watson Will
Принадлежит: VBC Tracy LLC

A prefabricated formwork is disclosed. The prefabricated formwork of the present disclosure comprises at least one bracket comprising a first slot and a second slot, at least one first wall configured to be inserted into the first slot of the at least one bracket, and at least one second wall configured to be inserted into the second slot of the at least one bracket. The prefabricated framework may further comprise at least one support having at least one groove configured to receive the at least one bracket. 1. A prefabricated formwork comprising:at least one bracket comprising a first slot and a second slot;at least one first wall configured to be inserted into the first slot of the at least one bracket; andat least one second wall configured to be inserted into the second slot of the at least one bracket.2. The prefabricated formwork of claim 1 , further comprising at least one molded piece configured to be mated in a male-female fashion to the least one first wall and the least one second wall.3. The prefabricated formwork of claim 2 , wherein the at least one molded piece is configured to hold at least one anchor bolt.4. The prefabricated formwork of claim 1 , wherein the at least one molded piece is comprised of recycled plastic.5. The prefabricated formwork of claim 1 , further comprising at least one level adjustment screw coupled to the at least one bracket.6. The prefabricated formwork of claim 5 , wherein the at least one level adjustment screw is configured to set final grade height.7. The prefabricated formwork of claim 5 , wherein the at least one level adjustment screw is comprised of recycled plastic.8. The prefabricated formwork of claim 1 , further comprising at least one first lower wall and at least one second lower wall.9. The prefabricated formwork of claim 1 , wherein the at least one first lower wall and the at least one second lower wall are each configured to receive the at least one bracket.10. The prefabricated formwork of claim 1 , ...

Подробнее
Номер записи: 93
07-05-2020 дата публикации

FOUNDATION STRUCTURE FOR BUILDING, AND CONSTRUCTION METHOD THEREFOR

Номер: US20200141082A1
Автор: TAKEUCHI Kinji
Принадлежит:

A building foundation structure includes a ground improved body obtained by improving a surface layer ground, and foundation concrete placed on the ground improved body. A bottom surface of a foundation concrete located below a building pillar has a four-or-more-sided polygonal shape smaller than the plan shape of the foundation concrete, and a part of the lower surface of the foundation concrete other than the bottom surface is a slope surface connecting the bottom surface and the plan shape. Since the stress from the foundation is transferred to the lower ground in its broader range, the stress transferred to the lower ground can be reduced. In addition, since the placing amount of the foundation concrete is reduced, the construction cost can be reduced. 1. A building foundation structure comprising a ground improved body obtained by improving a surface layer ground , and foundation concrete placed on the ground improved body , whereinthe foundation concrete located below a building pillar has a bottom surface having a four-or-more-sided polygonal shape smaller than a plan shape of the foundation concrete, andthe foundation concrete has a lower surface including the bottom surface, a part of the lower surface other than the bottom surface being a slope surface connecting the bottom surface and the plan shape, anda slope angle of the slope surface from a horizontal plane is not less than 20° and not greater than 40°.2. (canceled)3. A construction method for a building foundation structure that includes a ground improved body obtained by improving a surface layer ground , and foundation concrete placed on the ground improved body , the construction method comprising:a ground improvement step;a foundation excavation step; anda foundation placing step, whereinthe ground improvement step is a step of backfilling soil obtained by digging a surface layer ground down, mixing and stirring the soil while adding and mixing a solidification material, and then performing ...

Подробнее
Номер записи: 94
07-06-2018 дата публикации

COMPOSITIONS, SYSTEMS, AND NEURAL NETWORKS FOR BIDIRECTIONAL ENERGY TRANSFER, AND THERMALLY ENHANCED SOLAR ABSORBERS

Номер: US20180156551A1
Автор: GUARRERO Brett P.
Принадлежит: Generative Technology Operatives, LLC

The present invention provides a bidirectional energy-transfer system comprising: a thermally and/or electrically conductive concrete, disposed in a structural object; a location of energy supply or demand that is physically isolated from, but in thermodynamic and/or electromagnetic communication with, the thermally and/or electrically conductive concrete; and a means of transferring energy between the structural object and the location of energy supply or demand. The system can be a single node in a neural network. The thermally and/or electrically conductive concrete includes a conductive, shock-absorbing material, such as graphite. Preferred compositions are disclosed for the thermally and/or electrically conductive concrete. The bidirectional energy-transfer system may be present in a solar-energy collection system, a grade beam, an indoor radiant flooring system, a structural wall or ceiling, a bridge, a roadway, a driveway, a parking lot, a commercial aviation runway, a military runway, a grain silo, or pavers, for example. 1. A thermally conductive concrete composition , said composition comprising carbon , one or more metals and/or conductive polymers , aggregate , cement , and optionally water , wherein said carbon is present in said composition at a concentration from about 5 vol % to about 35 vol % on a dry basis , and wherein said one or more metals and/or conductive polymers are present in said composition at a concentration from about 0.5 vol % to about 10 vol % on a dry basis.2. The thermally conductive concrete composition of claim 1 , wherein said carbon is present in said composition at a concentration from about 10 vol % to about 25 vol % on a dry basis.3. The thermally conductive concrete composition of claim 1 , wherein said one or more metals and/or conductive polymers are present in said composition at a concentration from about 1 vol % to about 5 vol % on a dry basis.4. The thermally conductive concrete composition of claim 1 , wherein said ...

Подробнее
Номер записи: 95
08-06-2017 дата публикации

Fire Shelter

Номер: US20170159317A1
Автор: Johansen Tune Eliot
Принадлежит:

A fire shelter including: a foundation including a slab; an internal frame mounted on the slab; external cladding formed from heat resistant masonry panels supported by the internal frame, the external cladding including wall cladding including wall panels and defining a door opening and roof cladding including roof panels; and a door mounted in the door opening, the door including a door frame hingedly connected to the internal frame adjacent to the door opening and door cladding including door panels formed from heat resistant masonry panels supported by the door frame, wherein when the door is in a closed position, the door cladding closes the door opening. 1) A fire shelter including:a) a foundation including a slab;b) an internal frame mounted on the slab; i) wall cladding including wall panels and defining a door opening; and,', 'ii) roof cladding including roof panels; and,, 'c) external cladding formed from heat resistant masonry panels supported by the internal frame, the external cladding including i) a door frame hingedly connected to the internal frame adjacent to the door opening; and,', 'ii) door cladding including door panels formed from heat resistant masonry panels supported by the door frame, wherein when the door is in a closed position, the door cladding closes the door opening., 'd) a door mounted in the door opening, the door including2) A fire shelter according to claim 1 , wherein the heat resistant masonry panels at least one of:a) include pumice; and,b) are formed from a pumice concrete including pumice and cement.3) A fire shelter according to claim 1 , wherein the foundation includes a footing extending around a perimeter of the slab claim 1 , a bottom row of the wall panels resting on the footing.4) A fire shelter according to claim 3 , wherein the footing is offset outwardly from an outside edge of the slab.5) A fire shelter according to claim 4 , wherein the footing is separated from the outside edge of the slab by a gap.6) A fire ...

Подробнее
Номер записи: 96
08-06-2017 дата публикации

CONCRETE FORM SYSTEM FOR BALLAST FOUNDATIONS

Номер: US20170159318A1
Автор: Cusson Paul R., Huzyak Gregory P., Knapp Nathan A.
Принадлежит: Northern States Metals Company

A ballast foundation includes a portable rolled steel enclosure formed from multiple sections and further includes internal bracing. The internal bracing is used to support an upright vertical structural member that connects to an external load (such as a frame structure for a solar array) that is supported by the ballast foundation when the enclosure is filled with concrete. 1. A ballast foundation system constituted by interacting portable parts configured to a substrate underlying said ballast foundation system , said ballast foundation system comprising:a) two folding metallic casing sections arranged together to enclose a space over said substrate, said metallic casing sections being configured in two sets of attached opposing walls; i) at least one longitudinal cross brace locked to a first set of opposing walls;', 'ii) a plurality of transverse cross braces, each said transverse cross brace attached to said longitudinal cross brace and locked to a second set of opposing walls; and,', 'iii) at least one substantially vertical upright support attached to said longitudinal cross brace and at least one said transverse cross brace; and,, 'b) a bracing configuration internal to said metallic casing sections, said configuration comprising,'}c) an on-site concrete pour arranged within and contained by said metallic casing sections, said concrete pour conforming to said substrate underlying said ballast foundation system, and rising no higher than a vertical height of said opposing walls of said metallic casing.2. The ballast foundation system of claim 1 , wherein said metallic casing sections claim 1 , said bracing configuration claim 1 , and said concrete pour form a permanent integrated ballast foundation.3. The ballast foundation system of claim 2 , wherein said attached opposing walls each comprise upper and lower transverse edges.4. The ballast foundation system of claim 3 , wherein said lower transverse edges that are adjacent to said substrate are shaped to ...

Подробнее
Номер записи: 97
23-05-2019 дата публикации

BALLISTIC AND FIRE PROTECTION ENCLOSURES

Номер: US20190153741A1
Автор: Monk Russell A., Ohnstad Thomas S.
Принадлежит: High Impact Technology, LLC

A modular ballistic panel may include first and second vertical members, and curved rectangular first and second slats. The second vertical member may be spaced from the first vertical member. Each of the slats may be disposed between the first and second vertical members, with a first edge coupled to the first vertical side member and a second edge coupled to the second vertical side member. The first and second slats may be configured to deflect a projectile downward. 1.A modular ballistic panel comprising:a first vertical side member;a second vertical side member spaced from the first vertical side member;a curved rectangular first slat disposed between the first and second vertical side members, with a first side edge of the first slat coupled to the first vertical side member and a second side edge of the first slat coupled to the second vertical side member; anda curved rectangular second slat disposed between the first and second vertical side members and vertically above the first slat, with a first side edge of the second slat coupled to the first vertical side member and a second side edge of the second slat coupled to the second vertical side member;wherein the first and second slats are configured to deflect a projectile downward.21. The panel of claim , wherein the first and second slats are stacked above one another so that a front outer edge of the first slat is aligned with a front outer edge of the second slat.31. The panel of claim , wherein the first and second slats are disposed such that a horizontally traveling projectile passing between an upper edge of the second slat and a lower edge of the first slat must contact either the first slat or the second slat.41. The panel of claim , further comprising a foundation structure connected to each of the first and second vertical side members.5. The panel of claim 4 , wherein the foundation structure includes a horizontal expanse of concrete.6. The panel of claim 4 , wherein the foundation structure ...

Подробнее
Номер записи: 98
24-06-2021 дата публикации

Systems and methods for supporting a structure upon compressible soil

Номер: US20210189679A1
Автор: Brandon Jens Hindbo
Принадлежит: Cyntech Anchors Ltd

Embodiments of the present disclosure relate to a system for reinforcing compressible soil strata. The system comprises at least one helical rigid-inclusion comprising a elongate body, a top member secured to one end of the elongate body, and at least one lower helically-formed member secured to the end of the elongate body opposite to the top member, and a load transfer platform configured to transfer at least a portion of a load from an overlying surface to the helical rigid-inclusion. Embodiments of the present disclosure also relate to methods of installing the system for reinforcing compressible soil.

Подробнее
Номер записи: 99
24-06-2021 дата публикации

Forming, drainage and ventilation system for agriculture, irrigation and athletic fields

Номер: US20210189683A1
Автор: Charles Moyher
Принадлежит: Drff LLC

A system for retaining a flowable and curable building material to form a portion of a foundation includes side walls disposed in a predetermined configuration having a first side wall and a second side wall, and at least one component having an interior cavity disposed in one of the side walls. A bracket assembly includes an outwardly bounding reinforcement post for each of the side walls, a separator bar having a plurality of apertures sized to receive and retain each of the reinforcement posts at locations corresponding to nominal widths of the at least one component. A barrier is disposed between the outwardly bounding posts. The barrier and the component in the side wall is retained in the foundation after the building material cures. The barrier prevents backfill from filling a volume between the outwardly bounding posts.

Подробнее
Номер записи: 100