Fundamentelement für Gebäude

Modulares Element und Rahmen hierfür

Bauplatte mit bewehrter Seitenkante

Paneel zur Abdeckung bzw. Verkleidung

Massives Fertighaus mit schallgedämpftem Schlafzimmer

Rahmen für Wand- und Boden-/Deckenteile von Fertigbauwerken

Double-skinned peripherally framed wall element - with rigid thin-walled connectors bridging centrally-facing frame side surfaces

The elements comprise two external shells, each with a frame running round it, with interconnecting elements holding them at an interval apart, so that the system can also be used for heavier wall elements. The connecting elements (24) are rigid, but in thin-walled form compared with the frame shanks (10a, 10b), and they span the side surfaces (23) of the frame which face towards the centre of the wall element. Connection between the two skin frames may be effected by means of a peripherally running U-sectioned metal or plastic shaped-section. The frames are pref. made of wood. Rigidity, effective sound insulation and simplicity of construction are combined.

TAFELFOERMIGES ZUSAMMENGESETZTES BAUTEIL DER SANDWICHBAUART.

BAUELEMENT MIT EINEM GEHAEUSE, IN DAS PLATTEN AUS WAERMEISOLIERENDEM, SCHALLISOLIERENDEM UND/ODER SCHALLABSORBIERENDEM MATERIAL EINGESETZT SIND

Improvements in or relating to prefabricated structural elements for prefabricated buildings

... 993,229. Panelled structures. G. LUTZE. Sept. 18, 1963, No. 36714/63. Headings E1B and E1V. A panelled structure is built up from units, e.g. 122, 141, Fig. 5, framed by beams, e.g. 111-114, Fig. 5, which engage the units in tongue and groove joints, and which are held together by vertical tensioning rods, e.g. 115, Fig. 5. The solid unit, e.g. 322, Fig. 16, may comprise layers 330, of plaster of Paris, 323 of rigid polyurethane foam 331, of wood and 332 of mortar. The vertical, hollow framing members may be square, e.g. 113, Fig. 5, or rectangular, e.g. 114, Fig. 5, or octagonal, (Figs. 15, 16 and 18). The horizontal framing members may be inverted T-, F-, or #-sectioned, (Fig. 17, not shown, Fig. 7, Fig. 11, not shown). The lower end of a tensioning rod 315 (Fig. 18) may be held down by a flanged hollow anchorage member 350 with pins 353 passed through it to restrain the rod via a sphere 352 threaded on it. A drainpipe 335 (Fig. 16) and a hollow shield 336 may be attached to member 313 ...

Thermally broken truss

Improvements in or relating to units or slabs for prefabricated buildings

... 571.925. Bricks &c. SPIWAK, H. J., and SMITH, C. A. V. Oct. 20, 1943, No. 17264. [Classes 20 (iv) and 87 (i)] A sheet metal building slab of parallelopiped form is provided along its sides and ends with inwardly and backwardly bent flanges e whereby adjacent slabs may be keyed together by means of split tubes or channel members s which, when slid into keying position, lie wholly within the thickness of the slabs. As shown, each wall slab comprises a metal frame of channel section a-c, covering layers of insulating material f and sheet metal g on both faces, and a packing h of insulating material. Similar slabs are provided with window openings or door transoms and sills, the frame members being suitably rebated. The bottom of a slab may be secured to a foundation by its flanges e and a channel member w wedged to lugs t projecting from the foundation. The top of a slab may be connected similarly to a channel member or flanges associated with a ceiling unit; or the top of a slab may be connected ...

COMPOSITE STRUCTURES

1373393 Cabinets K WAGENKNECHT 21 Sept 1971 [26 Sept 1970] 44025/71 Heading A4B [Also in Division E1] Structures such as buildings, partitions, furniture or boxes comprise a plurality of elements each comprising a thin walled guide component 1 having inturned edges defining strengthening guide strips 10 and a filler component 2 having complimentary edges received within the guide strips, adjacent elements in the longitudinal direction of the guide strips being inter-connected by offsetting the two components of each element. A plurality of box section members Fig. 10 formed from a plurality of guide members 1 can be inter-connected in all directions by bridging filler members 2. The elements may be used for forming cabinets with various forms of folding and pivoting doors. Adjacent guide elements in the lateral direction may be connected by push on guide strips. An element may comprise one guide component and several filler components or vice versa.

Improvements relating to construction units for building purposes

... 350,467. Metal constructional elements; floors; walls; roofs. KOTRBATY, G. F., 580, 5th Avenue, New York, U.S.A. Feb. 25, 1930, No. 6221. [Classes 20 (iv) and 87 (i).] Floors, walls, partitions, roofs, &c. of buildings are built up of box-like metal units which can be keyed together to form a framework of any desired construction. The space inside the units can be filled with any suitable plastic material, or one with heat or soundinsulating properties, and the outside of the units is covered with an appropriate wall, floor, or ceiling- surfacing material. As shown in Fig. 3, each unit comprises wall members 11 spaced and connected by end members 15. The wall members are perforated and are stiffened by integral ribs, rods, or battens 13. They are secured to the end members by pinching up flanges 20, by welding, or other means. The units are abutted, as shown, and connected by resilient keys 21. By varying the length of the wall members 11, corners can be built up. Fig. 16 shows outer and ...

Ultralight prefabricated wall

Increasing the load-bearing capacity of thin-walled lining elements

To increase the load-bearing capacity of thin-walled boards or strips used for lining elements with respect to punctiform and/or area loads acting perpendicular to the surface the edge contour of the board or board strip 26 is braced. For this purpose the longitudinal edges of the board or board strip 26 are bevelled and between the bevelled edges 28, 30 stiffening elements 32, 34, 36 inserted which act only as compression bars and on which no bending loads act. The stiffening elements 32, 34, 36 are connected only at their ends to the board or board strip 26. ...

A prefabricated floor panel

Prefabricated panel 10 has two adjacent upper plates 11a and 11b, and two adjacent lower plates 12a and 12b. There is at least one central joining member 20 between an upper and a lower plate and there is a core 13a and 13b between the upper and lower plates. Preferably the central joining members secure the plates relative to each other by welding 24 and 26. One central joining member may be an I beam. One joining member can be joined to another or spaced apart from it. The panels can be bent around an edge member or bend towards each other and overlap at the edge. Preferably there are inserts near the edges to support bolts for attachment to other structures. The core may be plastic and contain hollow inserts 15 which do not tessellate. The panel is usable on a building floor. A manufacturing method is also disclosed.

Panelling

... 554,740. Panels and panelled work. SPLITTER, B. March 18, 1942, No. 3577. Drawings to Specification. [Classes 20 (ii) and 20 (iv)] A panel for building construction consists of a sheet of wood, metal, asbestos cement, transparent material or cardboard held in a frame formed of slotted tubing to which the sheet is secured by rivets.

External wall of building constructed by panel units

Modular floor units

The invention provides a modular solid concrete floor unit 1 for use in a prefabricated building system. An edge frame 2 is made from cold rolled C-section sheet metal members assembled in a factory to precise engineering dimensions. The grid of metal reinforcing rods 4 extends across the edge frame and is secured to the edge frame at each point of contact. The concrete slab is cast, using the edge frame as permanent shuttering. The grid covers the wire mesh and enters into the hollow interiors of the C-section edge members. When the concrete is set a floor unit is turned over so that the smooth bottom surface of the cast concrete slab forms the upper face of the reinforcing floor unit which has a continuous metal edge provided by the C-section sheet metal members.

Wall panel

A wallpanel (1) comprises at least two spaced, substantially parallel, longitudinally extending steel members (2) interconnected by reinforced concrete (3). The members 2 are preferably of V-shaped hot rolled steel and have limbs (7) welded to steel rod mesh (4). ...

Improvements in constructional panels

... 982,115. Building panels. P. HACQUARD. May 16, 1961 [May 16, 1960; May 3, 1961], No. 17873/61. Heading E1B. [Also in Division F2] A panel for buildings, dams, tanks, formworks &c., is provided with a frame, of stepped channel section 5 or of angle section 10, which is closed on one or both sides by a sheet of metal or synthetic plastics material which is in a stretched state either by prestressing or by shrinkage. The frame may be of metal or synthetic plastics material and when stepped is such that the steps of two adjacent sides are oppositely directed to the steps of the other two. The corners of the frame may be strengthened by triangular plates 3, 4 and by filling them with a synthetic material. The frame may also be braced by cross-members. Adjacent panels are joined by bolting, or by magnets, keys, cams, or suction devices, with the interposition of a resilient strip 15. As shown in Fig. 4, bolts are used the stems of which have projections 18 mating with shaped apertures in the ...

Modular building structures

FRAMED BUILDING PANEL

PANEL ASSEMBLY AND A METHOD OF CONSTRUCTING SAID ASSEMBLY

Prefabricated panels and method of making the same

Methods and apparatus for wall construction

Improvements in or relating to roof or wall covering

... 1,066,982. Wall or roof coverings. J. FURRER. May 1, 1964 [May 1, 1963], No. 18313/ 64. Heading E1W. Metal roof or wall covering sheets 28 are fixed in position by plastics mounting clips 16, 20, mounted so as to be able to slide with respect to the supporting structure. The central portion of each clip 16 or 20 may be formed integral with, attached to, or separate from the outer portions 19 or 26 respectively. The clips may be supported in a guide channel 11, Fig. 1, fixed to a support beam, or located on stranded wires or rods 21, Fig. 5, arranged to stretch parallel to the adjacent roof or wall, or may be supported between inwardly-facing flanges 49, Fig. 8, of a support bracket 41 fixed to a support beam by T-shaped clips 46.

BUILDING PANEL CONSTRUCTION

Light-weight building panel

... 1,133,327. Building panels. DEUTSCHE BAUAKADBMIE. 16 Feb., 1966, No. 6793/66. Heading E1B. A wall or ceiling panel comprises a core of expanded metal, wire netting or perforated plate bent to multi-channel form, the bases 4 of the channels being embedded in facing sheets 1 of settable building material. A frame 6 may be provided.

Improvements in or relating to method of and means for constructing the walls, floors and roofs of buildings

... 567,099. Building units. GIBSON, G. M. Feb. 6, 1943, No. 2015. [Class 87 (i)] Walls, floors and roofs of buildings are constructed of a plurality of units, each having a channelshaped rolled or coldpressed steel frame 1, Fig. 6, to one of the flanges 2, of which a mesh 3 is fixed or welded and on to which mesh is cast a thin slab of concrete 4. A suitable size for the units for house construction is 2 ft. 9 ins. wide and a length of¢ or one, two or three times the width. Holes 5 are provided in the webs 6 for bolting the units together. Fig. 2 shows a floor construction, wherein the solid or hollow overlying concrete slabs 12 have their ends half cut away at 13 to a depth equal to the width of two flanges 2 so that when laid their joints are staggered.

Improvements in and relating to Structional Slabs.

... 13,789. Meier, A. J. June 7. Flooring-slabs.-A floor is formed of concrete slabs previously cast in channel-iron frames 1 which are secured to columns 5 and to each other, as shown in Fig. 3. Spaces are left in the concrete to afford access to the fastenings.

EXTERNAL WALL OF BUILDING CONSTRUCTED BY PANEL UNITS

Improvements in or relating to wood-wool slabs

... 786,530. Building units. THERMACOUST, Ltd. June 5, 1956 [June 8, 1955], No. 16492/55. Class 87(1) A wood-wool slab 1 has metal channelling 4 secured to at least two opposite side faces, the slab and channelling being provided with recesses 8 and apertures 7 respectively for receiving dowel pins 9. A solid or perforated plaster facing 2 may be applied to one face of the slab before the channelling is secured. A vibrated concrete screeding 3 is applied to the opposite face of the slab and covers the whole or part of the metal flange 5.

A building panel, building system and method of constructing a building

Earthquake, wind resistant and fireresistant pre-fabricated building panels and structures formed therefrom.

An earthquake, fire and wind resistant pre-fabricated building panel comprises a plurality of frame members. The frame members are connected together to form a frame Iving in a frame plane, the frame defining a perimeter of the panel, the perimeter bounding an interior portion of the panel. At least some of the frame members are biased inwardlv, generally in the frame plane, towards the interior portion of the panel. A first solidified castable substance is cast in the interior portion of the frame, between the frame members. A three-dimensional structure such as a house is formed by connecting the panels together. Tne connections absorb and distribute seismic forces to the entire three-dimensional strucrure and the biased frame members act to absorb residual seismic forces reaching the individual panels. The castable substance and biased frame members pcnr.it the panel to withstand both positive and negative loading and render the pane! fire ...

Modular sandwich panel and method for housing construction.

A. composite panel (1) comprising at least two spaced apart outer laminates (2, 3) and a core laminate (4) sandwiched therebetween. The outer laminates (2, 3) and the core laminate (4) are off-set such that portions (5, 6) of the outer laminates protrude beyond the core by a predetermined margin (A) along a first edge of the panel and such , that the core laminate (4) protrudes beyond the outer laminates by a generally corresponding margin (B) along an opposite edge (7) of the panel. The protruding portions of the outer laminates of one panel are adapted nestingly to receive and locate a complementary protruding core portion of an adjacent like panel in interlocking relationship to form a composite panel assembly.

Earthquake, wind resistant and fire resistant

An earthquake, fire and wind resistant pre-fabricated building panel comprises a plirality of frame members. The frame members are connected together to form a frame lying in frame plane, the frame definining a perimeter of the panel, the perimeter bounding an interior portion of the panel. At least some of the frame members are biased inwardly, generally in the frame plane, towards the interior portion of the panel. A first solidified castable substance is cast in the interior portion of the frame, between the frame members. A three-dimensional structure such as a house is formed by connecting the panels together. The connections absord and distribute seismic forces to the entire three-dimensional structure and the biased frame members act to absorb residual seismic forces reaching the individual panels. The castable substance and biased frame members permit the panel to withstand both positive and negative loading and render the panel fire resistant.

MODULAR PREFABRICATED PANEL FOR BUILDINGS, IN PARTICULAR FOR HOUSES

Earthquake, wind resistant and fire resistant pre-fabricated building panels and structures formed therefrom.

An earthquake, fire and wind resistant ...

BUILDING COMPONENTS AND METHOD OF MANUFACTURING THE SAME

Earthquake, wind resistant and fire resistant pre-fabricated building panels and structures formed therefrom

Eart quake windr sista t and fire resistant pre-fabricated building panels and structures formed therefrom

Earthquake wind resistant and fire resistant prefabricated building panels and structures formed therefrom

Modular sandwich panel and method for housing construction

Building components and method of manufacturing the same.

A building panel, building system and method of constructing a building

MODULAR PREFABRICATED PANEL FOR BUILDINGS, IN PARTICULAR FOR HOUSES

A building panel, building system and method of constructing a building

Crimped metal panel.

Assembly of metal sections per square and blades elastic.

Panel for various constructions.

Earthquake wind resistant and fire resistant pre-fabricated building panels and structures formed therefrom

Improvement with vertical constructions.

Modular sandwich panel and method for housing construction

Fastening of composite panels provided with a characteristic of locking.

MODULAR PREFABRICATED PANEL FOR BUILDINGS, IN PARTICULAR FOR HOUSES

Modular sandwich panel and method for housing construction

Building components and method of manufacturing the same.

A building panel, building system and method of constructing a building

Eart quake windr sista t and fire resistant pre-fabricated building panels and structures formed therefrom

Earthquake, wind resistant and fire resistant pre-fabricated building panels and structures formed therefrom

Earthquake wind resistant and fire resistant prefabricated building panels and structures formed therefrom

Building components and method of manufacturing the same.

PREFAB WALL WITH A FRAMEWORK FOR THE ATTACHMENT OF PLATES

WALL ELEMENT

CELL SILO

Prefabricated elements from beplankten steel frame for use in a building

Die Erfindung betrifft industriell vorgefertigte Elemente (1) zum Errichten von Bauwerken, welche aus einem Rahmen (2) aus Blechprofilen (3) und einer Beplankung (4) aus einem Holzwerkstoff bestehen, wobei die C-förmigen Profile (3) mit ihren langen Stegen (5) die Stirnseiten des Rahmens (2) bzw. des Elements (1) bilden. Diese Elemente (1) haben ein sehr gutes Verhältnis von niedrigem Gewicht und großer Tragfähigkeit und können daher trotz einer fertigteilähnlichen Größe von zwei Bauarbeitern von Hand getragen und montiert werden. Die Elemente (1) sind standardisiert und können industriell vorgefertigt werden, wobei durch den einfachen Aufbau ein hoher Automatisierungsgrad und damit ein sehr guter Preis erreicht werden kann, welcher unter dem der bekannten Holzriegelfertigteile liegt.

PLATTENFOERMIGES WALL ELEMENT.

Structural system, in particular for the establishment of buildings and vehicle bodyworks

WINDOW PARAPET WALL ELEMENT

Door, gate or window wing, in particular garage gate wing

Extruded framing and liaison vehicle

EARTHQUAKE, WIND AND FIRE-RESISTANT PREFABRICATING BUILDING PANELS AND THEREBY FORMED STRUCTURES

Building panels - systems components & methods

In one form there is provided a modular building panel 10 for use in forming walls. The panel comprises: an inner foam core 36 and a frame 12 surrounding the inner foam 5 core 36. The frame 12 is provided for standing upright to provide two primary faces 48 joined by a number of side portions 20. The side portions 29 of the frame 12 are provided by structural channel members 42 The structural channel members 4' provide a perimeter around the foam core 36, The structural channel members 42 providing flange portions 96 to allow rigid connection of the panel 10 using fasteners 10 extending through the primary faces [8 into the flange portions 98 to provide the panel 1Q with a desirable cyclone rating, ...

PREFABRICATED PANEL FOR BUILDING WALL CONSTRUCTION

WALL CONSTRUCTION

A method of manufacturing a composite building element and system therefor

The invention relates to a method of manufacturing a composite building element that includes a casing material, a bulk material, and a locking element, the method including the steps of: (a) continuously feeding a first sheet of casing material into a filling station; (b) securing the bulk material to the first sheet of casing material; (c) continuously feeding the bulk material and the first sheet of casing material out of the filling station; the method characterised by the step of: (d) securing the locking element to the first sheet of casing material prior to securing the bulk material to the first sheet of casing material.

PREFABRICATED BUILDING STRUCTURES

BUILDING PANEL

SHEET METAL STRUCTURAL MEMBER, CONSTRUCTION PANEL AND METHOD OF CONSTRUCTION

BUILDING PANEL

STEEL STUD AND PRECAST PANEL

TRIANGULAR STACKABLE BUILDING WALL MODULE & METHOD

A stackable building wall (10) adapted to be stacked with a plurality of identical building wall units (12, 14, 16) in a plane to form a wall comprising three rectangular panels each including inner and outer faces, a pair of spaced apart long edges (20 and 22), and a pair of spaced apart short edges (24 and 26) joined to the short edges of the other two panels to form a triangle, stackable building wall units (12, 14, 16) which can be stacked with the exterior surfaces of the panels in a abutting relation. The exterior face of at least one of the panels includes a female recess (46) therein for receiving a complementally formed key to facilitate alignment and preclude relative shifting of the stacked units in a direction extending between said long edges.

CONSTRUCTIONAL ELEMENTS

A structural panel (1) has a structural frame (2) of interconnected structural members (10, 15, 16, 17) of cold-rolled steel material. EPS insulation (3) is integrally moulded around the structural members to a combined depth of the members and wall tie brackets (4) extending outwardly. There is minimal surface area contact between each bracket (4) and a structural member (10) to minimise cold bridging. Wall ties (5) connect to the brackets (4) by engagement of a hooks (56) on the wall ties (5) with slots (51) in the brackets, again with minimal area of contact.

STEEL STUD AND COMPOSITE CONSTRUCTION PANEL

A composite construction panel (10) and a method forming same, having a panel of concrete (12) a grid (14) of metal studs (16) which are partly embedded, each of the studs having a web (22), with main web openings (34), an angular flange (24) on one edge, and may or may not have an embedment angled flange portion (28) formed along the opposite edge of the web, an edge strip (30) formed on the angled flange at an angle thereto; and, spaced apart angled flange openings (32) formed in the angled flange for flow of concrete therethrough. An alternate form of stud has a triangular tube structure (53) along one edge of the web. Another form of stud has discontinuous webs defining spaces (96) between them. In one embodiment two concrete panels (110) and (114) may be secured to the studs in spaced relation to create a hollow structure.

FRAME STRUCTURE FOR CASTING CONCRETE BUILDING PANELS

PREFABRICATED BUILDING PANELS

CONTINUOUS STRUCTURAL WALL SYSTEM

A composite wall panel having continuous upper and lower hollow horizontal chases and spaced hollow vertical chases formed throughout the panel to permit passage of electrical wiring and the like. The chases have protective barriers to protect the wiring from penetration and damage due to mechanical fasteners used to manufacture the panel and to construct load bearing walls using a plurality of manufactured panels. Further, the panel has a continuous header to provide structural rigidity and to permit rapid manufacturing of the panel without the need to frame openings, such as doors and windows, at the time of manufacture. Openings are cut in the panels and finished after the walls are constructed.

SURFACE-FORMING PANEL

INSULATED METAL PANEL

The invention relates to an insulated metal panel (1) and a method and an apparatus for manufacturing it. The method comprises at least the following steps: - the edges (4) of a metal sheet (3) are bent in the same direction whereby a panel body (2) with an insulation space (6) having a bottom (5) and edges (4) is formed, - an insulation board (8), such as a polyurethane sheet, which substantially covers the bottom (5) of the insulation space (6) is fastened to the insulation space (6).

PREFABRICATED STRUCTURAL BUILDING PANEL

A load bearing building panel having a first sheet intended to provide an inner building surface, a second sheet intended to provide an outer building surface, and an insulating foam core sandwiched between them. The sheet that provides the inner building surface is corrugated to define co-planar portions separated by a plurality of channels which are dimensioned so as to be able to accommodate standard size electrical boxes and/or plumbing pipes. Advantageously, the other sheet is also corrugated to define a plurality of channels so that a plurality of panels can be stacked in a partially nesting relationship.

IMPROVED FLOORING PANELS

A structural sandwich plate member particularly adapted for use as a floor panel comprises a structural sandwich panel (10a, 10b) comprising first and second outer metal plates (11, 12), an edge member (20) fixed between the outer metal plates (11,12) in an edge of the panel (10a, 10b) and a core (13) bonded to the outer metal plates (11, 12) and arranged to transfer shear forces therebetween, wherein the edge member (20) comprises : an inner part fixed between the outer metal plates ( 11, 12); and an outer part projecting beyond the outer metal plates (11, 12) and having a plurality of through-holes (22) therein arranged to receive respective bolts (34) to fix the panel (10a, 10b) to another structure (40).

STRUCTURAL SYSTEM USING LIGHT WEIGHT METAL MEMBERS

Disclosed is a structural system comprising wall panels upon which floor and ceiling panels are supported. The various panels are composed of light-gauge metal structural studs and tracks. The studs and tracks are mechanically connected using a clinching machine for joining metal studs and tracks ranging in thickness from 16 to 20 gauge. The metal is preferably galvanized steel. The panels, as well as roof trusses, can be made in a plant where the panels can be surfaced or clad with insulation and specified finishes. The structural capacity of the panels is independent of any diaphram strength contributed by the cladding. Field erection of the panels to form a building may be carried out without resort to cranes due to the light weight nature of the panels and using unskilled labour. Field connections may be made using sheet metal screws or by clinching. The on-site joining of one panel to another uses a mating of stud to track in a parallel configuration in which the stud is nested in ...

RUBBER BUILDING PANEL AND METHOD OF MANUFACTURING SAME

The present invention relates to the use of rubber fragments from discarded tires in building panels, including panels suitable for house construction. A rubber panel is constructed of metal frame members, using a metal mesh on the interior for structural strength and support, and ground up rubber fragments which may contain strands of steel or other metal or fibre reinforcing materials present in tires. These fragments are mixed with an appropriate glue and bonded together to ensure the structural integrity of the panel. Different types of panels are made wherein a window or door frame is mounted at a suitable location. The method of manufacturing a rubber panel includes the steps of preforming a metal frame with mesh covering enclosed area, mixing an appropriate glue with shredded vehicle tires to form a mixture, place the mixture over the mesh, clamping the panel and placing it under pressure by a press and maintaining the pressure until the glue has set. Fine rubber particles or a cement ...

MODULAR BUILDING PANEL AND METHOD FOR CONSTRUCTING THE SAME

A modular building panel and a method for constructing the same provides a framework composed of structural members, typically formed of metal, and a backer board typically formed of a cementacious composite for receiving an exterior wall coating surface. The backer board and the framework are separated from, and insulated from, each other by a layer of foam that is applied in liquid form and that expands and cures into a solid form. Substantially no fasteners extend between the backe r board and the metal framework to reduce conduction of heat therebetween. The foam serv es as an adhesive to hold the backer board rigidly in place at a predetermined spacin g from the framework and to anchor the backer board to the structural members. The structural members can comprise U-shaped and C-shaped channel beams for further rigidit y and enhanced anchoring. Upon assembly, the backer board and the framework are overlaid upon each other, typically using spacers of a predetermined spacing thicknes ...

BUILDING SYSTEM

A building system of prefabricated panelised walls, floors, roof trusses, and interior partitions, together with their connections. By diverting to the factory as much of the building process as is possible, by reducing to a minimum the number of components to be delivered to the building site, and by simplifying on-site assembly so no field measurement or cutting is required, a durable and acceptable building can be created rapidly and economically.

Металлическая панель

Полезная модель относится к строительству, в частности к несущим конструкциям.Техническим результатом заявляемой полезной модели является повышение технологичности конструкции панели.Технический результат заявляемой полезной модели достигается за счет того, что в несущей панели, содержащей каркас в виде соединенных элементов жесткости, выполненных из фасонного проката, и прикрепленную к ним наружную обшивку из плоского проката, выполненную в виде листа, в качестве фасонного проката используется швеллер с усиленными местами примыкания сторон, внутренние продольные элементы жесткости торцами прикреплены к поперечным краевым элементам жесткости, а отверстия для крепления опор технологического фальшпола выполнены в продольных элементах жесткости по всей длине.Заявляемая полезная модель представляет из себя пространственную конструкцию из металла, образованную каркасом 1 и прикрепленным к нему листом 2. В продольных элементах жесткости, входящих в состав каркаса, выполнены отверстия 3 для крепления опор технологического фальшпола с шагом, равным ширине плиты фальшпола. Каркас выполняется из фасонного проката с усиленными местами примыкания сторон, например, из У-образного швеллера. Дополнительно существует возможность изготовления расположенных по периметру элементов каркаса из металлического уголка, что позволяет уменьшить массу конструкции. При сборке каркаса к краевым поперечным элементам жесткости прикрепляют продольные элементы жесткости, расположенные друг от друга на расстоянии, равном ширине плиты фальшпола. Это обеспечивает увеличенную несущую способность панели. Кроме того, такая конструкционная особенность дополнительно позволяет уменьшить количество сборочных операций. К собранному каркасу с одной стороны прикрепляется металлический лист. При необходимости в краевых элементах жесткости выполняются технологические отверстия для крепления других строительных элементов. Продольное расположение внутренних элементов жесткости позволяет уменьшить количество сварных ...

Modular building panels, method of assembly of building panels and method of making building panels

A modular construction system is made of a plurality of panels having peripheral frame elements defining a top channel, a bottom channel and side channels. An exterior planar sheet and an interior planar sheet enclose an inner core region that is filled with an adhesive bonding material that attaches the components together.

To modular dwellings

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.

A framed element and its use

A framed element includes an insulating core layer, an upper surface layer arranged on the insulating core layer, a frame structure including frame profiles which have been arranged to form at least part of the outer edges of the element and elongated support profiles in the length and/or width direction of the element. The insulating core layer is made of foamed glass or a combination of lightweight aggregates and a fire-retardant resin. The element further includes an elastic sealing compound arranged at least partly between the core layer and the upper surface layer of the element.

METHOD OF MANUFACTURING A COMPOSITE BUILDING ELEMENT AND SYSTEM THEREFOR

The invention relates to a method of manufacturing a composite building element that includes a casing material, a bulk material, and a locking element, the method including the steps of: (a) continuously feeding a first sheet of casing material into a filling station; (b) securing the bulk material to the first sheet of casing material; (c) continuously feeding the bulk material and the first sheet of casing material out of the filling station; the method characterised by the step of: (d) securing the locking element to the first sheet of casing material prior to securing the bulk material to the first sheet of casing material. 127.-. (canceled)28. A method of manufacturing a composite building element , wherein the method uses a filling station configured to secure a bulk material to a first sheet of casing material ,a feed station configured to feed the first sheet of casing material into the filling station, an insert station that is configured to secure a locking element to the first sheet of casing material before the bulk material is secured to the first sheet of casing material, wherein the system is configured to feed the first sheet of casing material from the insert station into the filling station,the method comprising the steps of:(a) using the feed station to continuously feed the first sheet of casing material into the filling station;(b) using the filling station to secure the bulk material to the first sheet of casing material;(c) using the insert station to secure the locking element to the first sheet of casing material prior to the filling station securing the bulk material to the first sheet of casing material.29. The method of claim 28 , including a step of feeding a second sheet of the casing material into the filling station so that there is a gap between the first and second sheets of the casing material.30. The method of claim 29 , wherein the step of securing the bulk material to the sheet material involves injecting an insulation material ...

AN ARRANGEMENT AND METHOD

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

Composite Building Panel

Composite building panels and a method for manufacturing a composite building panel are disclosed. A preferred embodiment of a composite building panel comprises a cold rolled steel frame and at least one reinforcing stud. The stud of the preferred embodiment is located within the space defined by the frame and coupled to the frame at the stud's base. The exemplary stud comprises two flanges extending from the base. The flanges of the preferred stud each have a lip at an end distal to the base bent toward each other. Experiments show that the lips on the flanges of the reinforcing studs significantly increase the structural strength of a composite building panel. An alternate preferred embodiment of another composite building panel comprises two boards and at least one reinforcing stud. The exemplary boards face opposite directions, are coupled to each other, and form a space between the two boards.

BUILDING ELEMENT MADE OF A FIBROUS MATERIAL AND BUILDING CONSTRUCTION UTILIZING SAME

The invention relates to building elements and building constructions, and more particularly to building systems which utilize compressed blocks made of a fibrous material in conjunction with a framework in order to form building constructions for buildings and structures. The present building element consists of a block made of a fibrous material, and forming elements which are disposed on the surfaces of the block and consist of a pair of frames interconnected by at least one transverse brace to form a single structure. The building element also comprises a forming mesh which is disposed between the fibrous material block and the frames on top of the transverse braces that connect the frames outer and inner walls which are fastened from the outer sides of the frames and membranes which are disposed between the walls and the frames The outer contour of the frames comprises curvilinear jigsaw-like locking elements. On the ends of the vertical sides of the frames there are provided slots for load-bearing fastening strips and the membranes extend beyond the edge of the outer and inner walls The invention also relates to a building construction consisting of the claimed building elements, wherein the building elements are joined to one another by the outer edges of the frames by means of the curvilinear jigsaw-like locking elements and load-bearing fastening strips and the building elements are arranged in a row and one above the other to form a single spatial construction. 123452343637633. A building element consists of a block made of a fibrous material , and forming elements which are disposed on the surfaces of the block and consist of a pair of frames interconnected by at least one transverse brace to form a single structure , characterized in that it further comprises a forming mesh , which is disposed between the fibrous material block and the frames , on top of the transverse braces that connect the frames ; outer and inner walls , which are fastened from the ...

SYSTEMS AND METHODS FOR CONSTRUCTING A MULTI-STOREY BUILDING

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

Precast Building Material

A precast building material contains: a substrate, a peripheral frame, a metal reinforcement unit, and a concrete layer. The substrate is in a parallelogram shape. The peripheral frame is mounted around the substrate so that an accommodation chamber is defined between the peripheral frame and the substrate. The peripheral frame includes multiple first connection rails having at least one first slot, multiple second connection rails having at least one second slot, multiple convex engagement portions, and multiple concave engagement portions. The respective first connection rail has multiple first locking orifices, and the respective second connection rail has multiple second locking orifices. The metal reinforcement unit is fixed in the accommodation chamber and includes multiple rebars. The concrete layer is filled with the accommodation chamber, and the concrete layer is connected with the peripheral frame and the metal reinforcement unit and is removable from the substrate.

REINFORCED CONCRETE BUILDING STRUCTURES AND METHODS FOR MAKING SAME

Reinforced concrete structures and assemblies, building systems, and methods of fabrication. 1. An insulated reinforced concrete wall panel , comprising:an outer skin coating comprised of at least one of an acrylic resin, ceramic, and titanium;a concrete panel;a mesh mat;at least two fusion bars, each comprising a steel member at least 20″ in length, wherein each fusion bar is disposed within the insulated reinforced concrete wall panel at about 2′ on center intervals;a rebar rod;a wall panel weld plate;a foam panel; andan interior skin.2. The insulated reinforced concrete wall panel of wherein the outer skin coating further comprises a hydrophobic element.3. The insulated reinforced concrete wall panel of wherein the outer skin coating is applied to the concrete panel by one or more of painting claim 1 , rolling claim 1 , and spraying.4. The insulated reinforced concrete wall panel of wherein the outer skin coating is 10 to 16 millimeters thick.5. The insulated reinforced concrete wall panel of wherein the outer skin coating further comprises an acrylic architectural coating formulated with microscopic ceramic spheres.6. The insulated reinforced concrete wall panel of wherein the outer skin coating is mildew and algae resistant.7. The insulated reinforced concrete wall panel of wherein the concrete panel is aerated.8. The insulated reinforced concrete wall panel of wherein the concrete panel is fabricated by pumping concrete into a form.9. The insulated reinforced concrete wall panel of wherein the mesh mat further comprises cold-drawn or cold-rolled wire welded together a grid pattern.10. The insulated reinforced concrete wall panel of wherein the mesh mat further comprises welded rebar.11. The insulated reinforced concrete wall panel of wherein the mesh mat further comprises basalt fiber.12. The insulated reinforced concrete wall panel of wherein the mesh mat further comprises steel.13. The insulated reinforced concrete wall panel of wherein the mesh mat further ...

Multi-Layered Cladding Frame System

The present invention provides a multi-layered framing system for securing cladding to an exterior wall having exterior insulation. The framing system provides horizontal elements positioned across the exterior insulation, wherein the horizontal elements are secured to studs within the wall using fasteners. Vertical elements are secured to the horizontal elements. Then panels of cladding are secured to the vertical elements. 1. A sub-framing wall system for supporting exterior cladding attachable to an exterior side of a wall , comprising: a board flange having an interior side and an opposite exterior side;', 'an upper ridge and a lower ridge forming a relief channel on the interior side of the board flange;', 'a setoff extending outward from the exterior side of the board flange proximate to the lower ridge and sloping downward from the board flange; and,', 'a frame flange extending vertically downward from the setoff, parallel and offset to the board flange;, 'a plurality of horizontal elements positioned horizontally on an exterior side of a wall, each of the horizontal elements comprisingthe interior side of the board flange of the horizontal elements facing the wall;a plurality of first fasteners extending through the board flange to fasten the horizontal elements to structural wall studs within the wall; [ an elongated planar base;', 'a pair of side walls extending upward from the base;', 'a latch extending inward from each side wall;', 'a cap seat extending above each latch and outward of each side wall; and,', 'a first and second flange extending outward of each cap seat;, 'a hat channel comprising, an elongated, planar body having an interior and opposite exterior surface;', 'a pair of opposing side legs extending downward from the interior surface of the body; and,', 'a strike ridge extending outward from each side leg;, 'a face plate securable to the hat channel, comprising], 'a plurality of vertical elements positioned vertically on an exterior side of ...

Construction modular system based on sheet molding compound (smc) panels

A modular construction system based on SMC panels belonging to the field of engineering—more specifically to the field of infrastructure construction—has the technical feature of being composed of main modular panels made of a sheet molding compound (SMC), having a general rectangular shape, produced in predefined sizes and provided with swiveled enclosing borders provided with uniformly distributed through holes for interconnecting the panels in a hermetically sealed and easy manner by means of screws, nuts and seals. The sets of panels are in turn interconnected by corner bead panels and by a screw and seal system between perpendicular panels that leads to the formation of building structures.

Structural reinforcing system components

A structural reinforcing panel system for reinforcing a structure against lateral or shear and uplift loads. The system includes a structural reinforcing panel which is installed between the studs in a wall of the structure. The panel is connected to the foundation of the structure and the sill or header. Two or more panels may be connected together at a corner, within a wall, ceiling or floor. The roof rafters of the structure may be attached to a top plate bracket mounted to the sill plate, which may also be connected to one or more structural reinforcing panels, provides uplift load support for the structure. Movable reinforcing panels may be used to barricade openings in the building structure such as windows. For structures built on piers, a pier mount bracket provides a linkage to one or more structural reinforcing panels.

COVER CHANNEL, COVER FRAME, INSULATING PANEL, AIR HANDLING UNIT AND METHOD FOR MANUFACTURING A COVER CHANNEL

This cover channel () is configured for covering, at least in part, an edge () of an insulating panel (A) with two outer walls (), the cover channel comprising an elongated body () comprising a cover portion (), two outer portions (), protruding respectively from an edge of said cover portion in a substantially perpendicular direction relative to the cover portion, and two clamping portions (), each protruding from the cover portion alongside one of the outer portions for clamping a rim portion () of one of the two outer walls. According to the invention, the cover channel () comprises a sealing gasket () provided along the elongated body (), resting against the cover portion () within at least one of the clamping gaps (). 1. A cover channel , configured for covering an edge of an insulating panel , the insulating panel comprising two substantially parallel outer walls , the cover channel comprising an elongated body comprising:a cover portion,two outer portions, protruding respectively from an edge of said cover portion in a substantially perpendicular direction relative to the cover portion, andtwo clamping portions, each protruding from the cover portion alongside one of the outer portions, each of the clamping portions defining a clamping gap with the adjacent outer portion, each of the clamping gaps being shaped to accommodate a rim portion of one of the two outer walls extending along the edge of the insulating panel, so that each of the rim portions is clamped between adjacent clamping portion and outer portion,wherein the cover channel further comprises at least one sealing gasket provided along the elongated body, resting against the cover portion within at least one of the clamping gaps.2. The cover channel according to claim 1 , wherein the sealing gasket is provided with a groove extending along the elongated body claim 1 , said groove being opened in a direction opposite the cover portion.3. The cover channel according to claim 1 , wherein two sealing ...

ENCAPSULATED PREFABRICATED PANEL

Example embodiments of the described technology provide a prefabricated building panel. The prefabricated building panel may comprise an insulative core having first and second opposing faces. The prefabricated building panel may also comprise a cementitious layer encapsulating the insulative core. The cementitious layer may increase one or more performance characteristics of the panel. 1. A prefabricated building panel , the panel comprising:an insulative core having first and second opposing faces; anda cementitious layer substantially encapsulating the insulative core.2. The panel of wherein the cementitious layer increases at least one of fire resistance claim 1 , structural strength and thermal insulative strength of the panel.3. The panel of wherein the cementitious layer covers at least five surfaces of the insulative core.4. The panel of wherein the cementitious layer covers all surfaces of the insulative core.5. The panel of further comprising at least one wick embedded within the cementitious layer claim 1 , the at least one wick comprising a material having a higher moisture permeability than the cementitious layer.6. The panel of wherein the at least one wick is embedded in a portion of the cementitious layer which covers a bottom edge surface of the panel.7. The panel of further comprising a plurality of wicks.8. The panel of wherein the first face of the insulative core comprises a plurality of grooves configured to direct moisture claim 7 , each of the plurality of wicks aligned with an end of one groove of the plurality of grooves.9. The panel of further comprising a structural frame.10. The panel of wherein the structural frame surrounds the insulative core.11. The panel of wherein the cementitious layer encapsulates the structural frame.12. The panel of wherein the structural frame is closer to the first face of the insulative core than the second face.13. The panel of wherein the structural frame comprises at least one of structural steel claim 9 ...

FLAT BUILDING ELEMENT

A building element is provided which comprises a panel of non-metallic material having a pair of flat and parallel faces, namely a top face and a bottom face, and a plurality of lateral faces extending between the flat and parallel faces, at least one beam of metallic material, having a pair of opposed faces, namely a proximal face and a distal face, and a plurality of connection elements of metallic material that rigidly connect the at least one beam to the panel. Each beam is arranged along a respective lateral face of the panel with the proximal face in contact with the lateral face. Each connection element is a plate element comprising a first portion, which is inserted into a respective seat provided on a respective lateral face of the panel and is fixed therein by an adhesive, and a second portion which protrudes from said respective lateral face. 1. A flat building element comprising:a panel of non-metallic material having a pair of flat and parallel faces, namely a top face and a bottom face, and a plurality of lateral faces extending between said flat and parallel faces,at least one beam of metallic material having a pair of opposed faces, namely a proximal face and a distal face, anda plurality of connection elements of metallic material that rigidly connect said at least one beam to the panel,wherein that said at least one beam is arranged along a respective one of said lateral faces of the panel with the proximal face in contact with said respective lateral face, andwherein that each connection element is a plate element comprising a first portion, which is inserted into a respective seat provided on a respective one of said lateral faces of the panel and is fixed therein by an adhesive, and a second portion, which protrudes from said respective lateral face.2. The building element of claim 1 , further comprising a pair of beams arranged along a pair of opposed and parallel faces of said lateral faces of the panel.3. The building element of claim 1 , ...

Building system and method utilizing integrated insulation

A panelized building system and method of construction utilizing a rigid framing combined with foam insulation is disclosed. The system may include a metal roof panel, at least one metal wall panel, a floor panel, at least one metal corner post and at least one foundational component. A single layer of foam insulation encapsulates partially fills a rigid framing and may be molded against a non-stick surface or bonded to an exterior building material. In either case, a single monolithic piece is formed. A utility cavity may be formed interior to the single layer of foam insulation. The exterior face may be textured, undulated, radiused, or shaped in myriad ways.

TRELLIS WITH INTERNAL DRAINAGE SYSTEM

A trellis system including a front tube, a back tube, and two end tubes joined together, a plurality of roof panels, each panel having a perimeter, wherein the perimeter of the panel is coupled to at least a back tube surface and a front tube surface. An internal drainage system facilitates drainage of precipitation from the trellis. The internal drainage system further comprises an internal channel located within the tube member. 1. A trellis system , comprising:a plurality of tube members including a front tube, a back tube and two end tubes;wherein a first end portion of the front tube is coupled to a first end portion of a first end tube and the second end portion of the front tube is coupled to a first end portion of a second end tube, and the first end portion of the back tube is coupled to the second end portion of a first end tube and the second end portion of the back tube is coupled to the second end portion of the second end tube;a plurality of roof panels, each panel having a perimeter, wherein portion of the perimeter of the panel is coupled to at least two of the front tube, the back tube and the two end tubes;the roof panels being sloped downwardly toward a downward end at one of the front tube, the back tube and the two end tubes; andan internal drainage system located within at least one of the tube members located at the downward end.2. The trellis as claimed in claim 1 , wherein the internal drainage system further comprises an internal channel located within the at least one tube member located at the downward end.3. The trellis as claimed in claim 2 , wherein the tube member further defines at least one drainage opening passing through a wall of the tube member claim 2 , each of the at least one drainage openings being engaged to a drip edge at the downward end of the roof panels.4. The trellis as claimed in claim 2 , wherein the internal channel claim 2 , when viewed in cross section claim 2 , comprises a short side wall claim 2 , a long side ...

BUILDING PANEL

A new and improved building panel for modular construction. The building panel utilises less framework for reduced complexity, materials and weight. The panel utilises features of the formwork to allow the panel to be moved easily. The panel further utilises new formwork moulds that are easier to use and create effective patterns for keying with like panels. 1. A building panel to be supported , the building panel comprisinga. two spaced apart elongate metal C-shaped end caps parallel each other, each end cap having a top and bottom flange, and a side wall opposite an opening and intermediate the top and bottom flange, each end cap comprising at least one pair of coaxial holes located on the top flange and bottom flange,b. at least one metal joist spanning between the two end caps, i.a passage defining hanger member engaged between said at least one pair of coaxial holes, the hanger member defining a passage intermediate the top flange and bottom flange, and', 'ii.a hanger flange extending off the hanger member and engaged with the joist, and, 'c. at least two hangers, one hanger intermediate each end of the joist and the respective end cap, to couple the joist to the end caps, each hanger comprising,'}d. a slab cast about a portion of the joist, hanger member, portion of the hanger flange, and cast through the openings of end caps that face each other.2. The panel as claimed in claim 1 , wherein at least one passage defining member engages with the at least one pair of coaxial holes to form a conduit through the slab between the top and bottom flange.3. (canceled)4. The panel as claimed in claim 1 , wherein the slab is composed of set concrete and has a top face claim 1 , a bottom face opposite and generally parallel the top face claim 1 , and two side walls intermediate the end caps.5. The panel as claimed in claim 4 , wherein the side wall comprises a channel and protrusions extending into the channel.6. The panel as claimed in claim 4 , wherein the side wall ...

Panelized Building System Utilizing Integrated Insulation

A panelized building system utilizing structural framing combined with integrated insulation is disclosed. The system may include a roof system, at least one wall panel, a floor panel, at least one corner post and at least one foundational component. The roof system, the wall panel, the floor panel, the corner post and the foundational component are configured to mechanically lock to each to form a panelized building structure consisting of structural framing and composite foam insulation. The roof system, the floor panel, the corner post, and the foundational component of the panelized building system may be configured to mechanically lock to each other through a tongue-and-groove interlocking system. 1. (canceled)2. (canceled)3. (canceled)4. (canceled)5. (canceled)6. (canceled)7. (canceled)8. (canceled)9. (canceled)10. (canceled)11. (canceled)12. (canceled)13. (canceled)14. (canceled)15. (canceled)16. (canceled)17. (canceled)18. (canceled)19. (canceled)20. A wall panel comprising:a. a structural framing mechanically adhered to a perforated reinforcing layer;b. a single monolithic layer of foam insulation having a cavity portion and a continuous portion, the cavity portion of the single monolithic layer of foam insulation is partially embedded in the structural framing thereby leaving an open cavity within the panel for the installation of utility elements and panel to panel attachments;c. the continuous portion of the single monolithic layer of foam insulation encapsulates the reinforcing layer;d. an exterior layer of building material is adhered to the continuous portion of the single monolithic layer of foam insulation;e. wherein the single monolithic layer of foam insulation that encapsulates the perforated reinforcing layer and the structural framing act together as a single structural unit to resist an applied load.21. The wall panel of claim 1 , wherein the perforated reinforcing layer is selected from the group consisting of expanded metal and wire mesh.22. ...

Concrete Panel and Concrete Panel Connector Structure for Forming Reinforced Concrete Building Components

A concrete panel system includes first, second, and third rectangular precast concrete panels, each defining a respective top edge, bottom edge, and first and second lateral edges. A first type connector is formed in the concrete material at least along the top edge of the first panel and along the first lateral edge of the first panel. A second type connector is formed in the concrete material at least along the second lateral edge of the second panel, and along the bottom edge of the third panel. The first type connector and the second type connector are configured to connect together so as to form a cavity between the respective panel edges. This cavity extends along the first lateral edge of the first panel to facilitate positioning rebar between adjacent panels. 1. A connector structure for use to connect edges of precast concrete wall panels , the connector structure comprising:(a) a first type connector formed from concrete material along a first edge of a precast concrete wall panel, the first type connector comprising two spaced-apart ridges protruding from a base plane of the first type connector at the first edge with a first type connector channel formed between the two spaced-apart ridges; and(b) a second type connector formed from concrete material along a second edge of the precast concrete wall panel, the second type connector including a groove of sufficient size to, when placed in an assembled state with the second edge of the precast concrete wall panel edge-to-edge with an edge of an additional concrete wall panel having a respective first type connector, receive each of the two spaced-apart ridges of the respective first type connector and form a cavity for receiving a length of reinforcing material extending longitudinally along the second edge.2. The connector structure of wherein the cavity has a major transverse dimension that is more than two times the diameter of a reinforcing member received in the cavity.3. The connector structure of ...

BUILDING PANEL, BUILDING SYSTEM AND METHOD OF CONSTRUCTING A BUILDING

A building system comprising: a building panel comprising first and second outer sheet members, an inner sheet member disposed between the first and second outer sheet members, and solid insulating material disposed between the first and second outer sheet members and the inner sheet member; a first track member, the first track member and the building panel being arranged such that the panel is engagable along a first side with the first track member and the first track member is connectable to the first and second outer sheet members; a second track member, the second track member and the building panel being arranged such that the panel is engagable along a second side with the second track member and the second track member is connectable to the first and second outer sheet members and the inner sheet member. 1. A building system comprising:a building panel comprising first and second outer sheet members, an inner sheet member disposed between the first and second outer sheet members, and solid insulating material disposed between the first and second outer sheet members and the inner sheet member;a first track member, the first track member and the building panel being arranged such that the panel is engagable along a first side with the first track member and the first track member is connectable to the first and second outer sheet members;a second track member, the second track member and the building panel being arranged such that the panel is engagable along a second side with the second track member and the second track member is connectable to the first and second outer sheet members and the inner sheet member.2. The building system according to wherein the second track member comprises a first flange that extends adjacent to and parallel with the first outer sheet member when the second track member is engaged with the panel.3. The building system according to wherein the second track member comprises a second flange that extends adjacent to and parallel ...

Cross laminated timber wall panel system

In one aspect, a wall panel is provided that includes a cross laminated timber panel, a first extrusion, and a second extrusion. The cross laminated timber panel includes a top side, a bottom side, a first side, and a second side. The panel also includes a notch in the bottom side and a T-flange on the top side. A wall system is provided comprising a plurality of wall panels. A method of installing the wall panel system is also provided.

Blast panel assembly

A blast panel assembly includes a laminate formed of a plurality of glued together sheets of plywood mounted in a metal frame. 1. A blast panel assembly comprising a plurality of sheets of plywood glued together to form a laminate; a one-piece metal frame surrounding the laminate; a plurality of spaced apart bolts extending completely through the metal frame and the laminate: and nuts on said bolts securing the laminate to the frame.2. The blast panel assembly of claim 1 , wherein each layer of the laminate is formed by a plurality of sheets of plywood with abutting edges.3. The blast panel assembly of claim 2 , wherein the abutting edges of the sheets of plywood in one layer are out of alignment with the abutting edges of the sheets of plywood in any adjacent layer of the laminate4. The blast panel assembly of claim 3 , wherein said frame includes square cross section metal tubing surrounding said sheets of plywood; and angle iron strips on an inner side of the tubing claim 3 , said bolts extending through said strips and said plywood sheets for connecting the sheets to the angle iron strips.5. The blast panel assembly of claim 3 , wherein said frame includes metal channel members of U-shaped cross section for receiving said sheets of plywood claim 3 , said bolts and nuts connecting said sheets of plywood to said metal channel members.6. The blast panels panel assembly of claim 3 , wherein the laminate includes nine layers of three-quarter inch select grade plywood claim 3 , whereby the assembly is capable of withstanding blast loads of 25-35 psi and impulses of 90-123 psi-ms. Blast resistant panels are by no means new. One form of blast panel consists of heavy steel or iron panels. Other impact resistant panels are described in U.S. Pat. Nos. 6,119,422, issued to Theodore E. Clear et al on Sep. 19, 2000, U.S. Pat. No. 6,699,575, issued to Habil J. Dagher et al on Mar. 2, 2004, U.S. Pat. No. 7,406,806, issued to Gerald Hallissy et al on Aug. 5, 2008 and U.S. Pat. ...

SELF SUPPORTIVE PANEL SYSTEM

A self supporting panel system used to fabricate ceilings, floors, walls, or roofs. The panel system is assembled from a plurality of panels, each having a core that is sandwiched between opposing plate members. In a preferred embodiment, the core of each panel includes a unifying material to enhance the load bearing capacity of the panel. 111-. (canceled)12. A roof structure , comprising: [ having a first core face and a second opposing core face;', 'including expandable foam;', 'including an opening passing completely through the member;, 'a core comprising a plurality of members, the members each, 'a first plate attached to the first core face,', 'a second plate attached to the second opposing core face; and', 'a peripheral frame surrounding the structural panel, 'a plurality of structural panels, each structural panel includingwherein the core spaces the first plate apart from the second plate.13. The roof structure of claim 12 , wherein a first structural panel of the plurality of structural panels and a second structural panel of the plurality of structural panels are joined by one or more wedge members.14. The roof structure of claim 13 , wherein the one or more wedge members have a triangular shape.15. The roof structure of claim 13 , wherein the one or more wedge members are fabricated from the same type of material used to fabricate the plurality of structural panels.16. A self-supportive roof structure claim 13 , comprising:a first structural roof panel including opposed spaced apart load bearing plates, and a structure for maintaining the plates in a spaced apart relation;a second structural roof panel including opposed spaced apart load bearing plates, and a structure for maintaining the plates in a spaced apart relation;wherein the first and second structural panels are fastened together along respectively associated adjacent edges for defining an attic space that is free of a truss structure for supporting the first structural roof panel and the ...

WALL MODULE INCORPORATING CELLULAR CONCRETE IN A STACKING STRUCTURAL STEEL WALL FRAME

The present Cellular Concrete Filled Structural Steel Wall Frames are interconnected in three dimensions with other modular construction elements to enable the rapid construction of multi-story buildings with improved quality of construction over that found in traditional multi-story building construction techniques. These Cellular Concrete Structural Steel Wall Frames typically have a Thin Concrete Wall Panel affixed to the exterior of the structural steel, and also electrical and plumbing rough utility components installed in the Wall Frames. 1. A wall module comprising:a wall frame comprising at least first and second parallel oriented, spaced apart hollow columns each having a top end and a bottom end, adjacent ones of which are interconnected at the top end and the bottom end by first and second horizontal beams, respectively to enclose an interior space; andcellular concrete material, inserted into the wall frame and filling the space between the first and second hollow columns and the first and second horizontal beams, that forms into a solid mass.2. The wall module of wherein the wall frame further comprises:wherein the first horizontal beam and the second horizontal beam, each having a first end and a second end, wherein the first end of the first horizontal beam and the first end of the second horizontal beam are connected to a side of the top end and the bottom end, respectively of the first hollow column and the second end of the first horizontal beam and the second end of the second horizontal beam are connected to the side of the top end and the bottom end, respectively of the second hollow column to form a rectangular wall segment.3. The wall module of wherein said wall frame comprises:a plurality of vertical members of tube steel aligned in a linear array, with adjacent ones of the vertical members being interconnected by a top horizontal beam spanning the space between adjacent vertical members and a bottom horizontal beam spanning the space between ...

CONCRETE CONSTRUCTION OF MODULAR DESIGN`

The invention relates to a concrete construction of modular design, comprising at least two upright precast concrete wall elements () which are arranged next to one another and, where appropriate, above one another and have two narrow sides, an upper and a lower side and a front and a rear side, wherein a first honeycomb support () is anchored in one of the narrow sides and the opposite narrow side has a recess or depression () in which a further honeycomb support () is anchored in such a way that, when mounting the narrow sides of the two precast concrete wall elements (), the two honeycomb supports () can be connected by connecting means () with the formation of the vertical joint (). 1. A concrete construction of modular form hybrid towers of a wind-energy installation; comprising a vertical joint therebetween,', 'an upper side and a lower side that after joining together of the precast concrete wall elements include a horizontal joint therebetween,', 'a front side and a rear side;, 'at least two upright precast concrete wall elements alongside one another and one above the other, with two narrow sides that after joining together of the precast concrete wall elements form'}a first honeycomb support anchored in one of the narrow sides, the opposite narrow side having a recess or depression; anda further honeycomb support anchored in the recess in such a way that when the narrow sides of the two precast concrete wall elements are assembled with formation of the vertical joint the two honeycomb supports are connectable by connecting means.2. The concrete construction defined in claim 1 , further comprising:a reinforced elastomer bearing in a recess or depression of the lower side of the precast concrete wall elements and, when the concrete construction is assembled, supported on the upper side of the precast concrete wall element disposed thereunder to form the horizontal gap.3. (canceled)4. The concrete construction according to claim 2 , wherein the edge region ...

Lightweight Structural Panel

A structural panel for building construction includes a series of truss members, and accompanying sinusoidal support elements in welded communication and enclosed in a planarly extended foam layer. Together, the structural panel allows for easy and efficient off-site assembly, which creates a lightweight panel with an increased weight-bearing capacity using inexpensive and versatile materials. 1. A structural panel configured for use in building installation comprising:a three-dimensional space frame assembly, wherein the space frame assembly comprises:at least two longitudinal sides;at least one lateral side;a plurality of sinusoidal support members arranged in a lateral direction; anda plurality of opposing reinforcing elements arranged in a longitudinal direction;a pair of truss members, wherein one truss member in the pair is attached to each longitudinal side of the space frame assembly;a pair of stud members, wherein one stud member is attached to each longitudinal side of the space frame assembly and the corresponding truss member as a bracing system, each stud member comprises a plurality of apertures along a longitudinal length of each stud member;a foam layer which is provided throughout the space frame assembly, truss members, and stud members;a plurality of cavities, wherein each cavity lines up with a correspondence aperture and extends in the lateral direction from one stud member to the other stud member; anda plurality of second cavities, wherein each cavity extends in the longitudinal direction through the body of the panel;wherein the structural panel possesses load bearing capacity and the truss members, sinusoidal support members, stud members, and sinusoidal support members provide structural integrity and load bearing capacity independent of the foam layer filler.2. The structural panel of claim 1 , wherein each truss member further comprises:a top support member;a bottom support member; anda sinusoidal element, wherein the sinusoidal element ...

Building Panels - Systems Components & Methods

A modular building panel () for use in forming walls. The panel comprises: an inner foam core () and a frame () surrounding the inner foam () core (). The frame () is provided for standing upright to provide two primary faces () joined by a number of side portions (). The side portions () of the frame () are provided by structural channel members (). The structural channel members () provide a perimeter around the foam core (). The structural channel members () providing flange portions () to allow rigid connection of the panel () using fasteners extending through the primary faces () into the flange portions () to provide the panel with a desirable cyclone rating. 148-. (canceled)49. A modular building panel for use in forming walls , the panel comprising:an inner foam core and a frame surrounding the inner foam core;the frame for standing upright to provide two primary faces joined by a number of side portions;the side portions of the frame being provided by structural channel members;the structural channel members providing a perimeter around the foam core;the structural channel members providing flange portions to allow rigid connection of the panel using fasteners that extend through the primary faces into the flange portions.50. A modular building panel as claimed in wherein the structural channel members provide the flange portions to allow rigid connection of the panel using fasteners that extend through the primary faces into the flange portions to provide the panel with a desirable cyclone rating claim 49 , the desirable cyclone rating corresponding with an external pressure loading of greater than 6 kPa.51. A modular building panel as claimed in wherein the flange portions extend substantially around the full periphery of each primary face of the frame; and each structural channel member comprises a u-shaped channel member; with the structural members being welded together in the frame;52. A modular building panel as claimed in wherein each structural ...

WALL CONNECTION SYSTEM

A wall connection system is disclosed, which includes a horizontal building frame component with a first vertical face that has a first slot. The system further includes a prefabricated wall structure with a plurality of parallel studs and an elongate member connect to each stud. The elongate member has a second vertical face with a second slot and is parallel to the first vertical face. The long axis of the first slot is perpendicular to the long axis of the second slot. A fastener assembly connects the horizontal building frame component to the wall structure, through the slots. 120.-. (canceled)21. A method of connecting a wall to a building frame , comprising:prefabricating a modular wall structure including an elongate member connected to a plurality of parallel studs, the elongate member having a first vertical face with a first slot;lifting the wall structure proximate the building frame with the first vertical face of the elongate member parallel to a second vertical face of a horizontal building frame component, the second vertical face having a second slot, the first slot having an elongate axis orthogonal to an elongate axis of the second slot;extending a fastener assembly through the first slot and the second slot;securing the fastener assembly.22. The method of claim 21 , wherein the lifting step includes:lifting the wall structure by the elongate member.23. The method of claim 21 , wherein the securing step includes:manually tightening a nut no more than hand-tight.24. The method of claim 21 , wherein the securing step includes:engaging a first pair of nuts on a first end portion of a threaded rod on opposite sides of the first vertical face, and engaging a second pair of nuts on a second end portion of the threaded rod on opposite sides of the second vertical face.25. The method of claim 21 , wherein the prefabricating step includes:connecting a tube to the plurality of parallel studs.26. A method of prefabricating a modular wall structure claim 21 , ...

ALIGNMENT ASSEMBLY FOR PANELS

A panel system configured to be attached to vertically adjacent panels systems includes a frame having a top track, a bottom track and a plurality of generally vertical members extending between the top track and the bottom track. The panel system also includes at least one exterior finish component operably attached to the frame; and a plurality of alignment assemblies operably attached to the frame. Each alignment assembly has a lower fixing plate having an alignment pin extending upwardly therefrom, the lower fixing plate being operably attached to the top track of the frame; and an upper alignment plate being operably attached to bottom track of the frame and having a hole formed therein, wherein the alignment pin of the lower fixing plate is configured to be received by the upper alignment plate attached to a vertically adjacent panel. 1. A panel system configured to be attached to vertically adjacent panel systems comprising;a frame having a top track, a bottom track and a plurality of generally vertical members extending between the top track and the bottom track;at least one exterior finish component operably attached to the frame; a lower fixing plate having an alignment pin extending upwardly therefrom, the lower fixing plate being operably attached to the top track of the frame;', 'an upper alignment plate being operably attached to bottom track of the frame, the upper alignment plate having a hole formed therein for receiving the alignment pin; and, 'a plurality of alignment assemblies operably attached to the frame, each alignment assembly having;'}wherein the alignment pin of the lower fixing plate is configured to be received by an upper alignment plate attached to a vertically adjacent panel system.2. The panel system of wherein at least two of the alignment pins in the plurality of alignment assemblies each have a hole therein and wherein the hole is configured to receive a rigging that is attachable to a hoist.3. The panel system of wherein the ...

SELF SUPPORTIVE PANEL SYSTEM

A self supporting panel system used to fabricate ceilings, floors, walls, or roofs. The panel system is assembled from a plurality of panels, each having a core that is sandwiched between opposing plate members. In a preferred embodiment, the core of each panel includes a unifying material to enhance the load bearing capacity of the panel. 1. A roof structure , comprising:a first panel; anda second panel directly or indirectly attached to the first panel;wherein the first panel and/or the second panel comprise an opening comprising an X-Y grid structure with a unifying material disposed on the X-Y grid structure.218-. (canceled)19. The roof structure according to claim 1 , wherein the roof structure is free of a truss structure.20. The roof structure according to claim 1 , wherein the X-Y grid structure is a steel stamping claim 1 , a plastic stamping claim 1 , or a plastic injection molded structure.21. The roof structure according to claim 1 , wherein the X-Y grid structure comprises substantially linear strands.22. The roof structure according to claim 21 , wherein the X-Y grid structure is located within a frame claim 21 , and each of the strands are attached to the frame.23. The roof structure according to claim 21 , wherein the strands are mechanically or adhesively joined to one another at one or more points of contact.24. The roof structure according to claim 20 , wherein the unifying material is a spray that is configured to expand after the unifying material is disposed on the X-Y grid structure.25. The roof structure according to claim 21 , wherein the unifying expands after the unifying material is disposed on the X-Y grid structure.26. The roof structure according to claim 24 , wherein the roof structure comprises a third panel;wherein the first panel and the second panel are located at an incline relative to the third panel so that the roof structure has a triangular shape; andwherein two or more of the first panel, the second panel, and the third ...

Self supportive panel system

A self supporting panel system used to fabricate ceilings, floors, walls, or roofs. The panel system is assembled from a plurality of panels, each having a core that is sandwiched between opposing plate members. In a preferred embodiment, the core of each panel includes a unifying material to enhance the load bearing capacity of the panel.

CONTAINER TYPE COMBINATION HOUSE AND CONSTRUCTION METHOD THEREOF

Disclosed is a container type combined house, which is mainly composited by connecting a foam cement composite bottom board, foam cement composite wall boards, a foam cement composite top board, specially-shaped bottom beams, a specially-shaped top beam and a specially-shaped column. The specially-shaped bottom beams, the specially-shaped top beam and the specially-shaped column are matched in shape with steel boundary ribs of the foam cement composite bottom board, the foam cement composite wall boards and the foam cement composite top board, and are connected and fixed in a mechanical or welding manner. According to the construction method of the container type combined house, the combined house is easily assembled, with good comprehensive performance. 1. A container-type combined house , comprising:a foam cement composite bottom board, foam cement composite wall boards, a foam cement composite top board, a specially-shaped bottom beam, a specially-shaped top beam, and a specially-shaped column, the foam cement composite bottom board, the foam cement composite wall boards, the foam cement composite top board, the specially-shaped bottom beam, the specially-shaped top beam, and the specially-shaped column are fixedly connected to each other,', 'the specially-shaped bottom beam, the specially-shaped top beam, or the specially-shaped column is matched in shape with a steel boundary rib of the foam cement composite bottom board, the foam cement composite wall board or the foam cement composite top board, and connected and fixed in a mechanical or welding manner., 'wherein'}2. The container-type combined house according to claim 1 , whereinthe foam cement composite bottom board is composited with a steel frame, a reinforcement truss, a steel wire mesh, an inorganic foam cement core material, and upper and lower cement mortar surface layers, andthe steel wire mesh is fixedly connected to the steel frame.3. The container-type combined house according to claim 1 , wherein ...

A PREFABRICATED WALL PANEL FOR UTILITY INSTALLATION

An example apparatus is disclosed that may be a utility panel that may include an exterior panel, a plurality of studs coupled to the exterior panel, a hat channel coupled to the plurality of studs opposite the exterior panel, wherein the hat channel is perpendicular to the studs, and an interior panel coupled to the hat channel opposite the plurality of studs. An example method is disclosed for coupling a wall panel to a beam. 1. A utility panel , comprising:an exterior panel;a plurality of studs coupled to the exterior panel;a hat channel coupled to the plurality of studs substantially opposite the exterior panel, wherein the hat channel is substantially perpendicular to the plurality of studs; andan interior panel coupled to the hat channel opposite the plurality of studs.2. The utility panel of claim 1 , wherein the exterior panel includes an embedded spline running horizontally for a width of the exterior panel claim 1 , wherein the embedded spline is configured to couple the exterior panel to the plurality of studs.3. The utility panel of claim 1 , wherein the interior panel includes an embedded spline running horizontally for a width of the interior panel claim 1 , wherein the embedded spline is configured to couple the interior panel to the hat channel.4. The utility panel of claim 1 , further comprising:a pipe running between and parallel to the plurality of studs, wherein the pipe is enclosed in a foam carrier, wherein the foam carrier extends between two adjacent studs of the plurality of studs and for a length of the utility panel.5. (canceled)6. The utility panel of claim 1 , wherein the exterior panel comprises:a foam plastic core;a magnesium oxide board coupled to an exterior-facing surface of the foam plastic core;a fiber cement board coupled to an interior-facing surface of the foam plastic core;a weather resistive barrier coupled to the magnesium oxide board opposite the foam plastic core; anda plurality of cladding panels coupled to the weather ...

IMPROVEMENTS IN BUILDING SYSTEMS, PANEL SYSTEMS, AND FORMWORK SYSTEMS, PANELS AND FORMWORK FOR BUILDING & METHODS OF BUILDING USING PANELS AND FORMWORK

A building system () including a panel system () and a formwork system (). The panel system () includes a plurality of modular panels () arranged to fit with one another in a predetermined grid arrangement () to form side walls of a building in a fitted condition. At least the bottom sides () of each of the modular panels () includes a plurality of apertures () that are arranged at predetermined spaced apart locations along the bottom side () so as to coincide with the predetermined grid arrangement (). The formwork system () includes a plurality of modular formwork members () that are associated with each of the modular panels () to provide a supporting slab () having slab apertures () to allow coupling with the modular panels (). Modular panels (), formwork members () and associated methods of use are also disclosed. 133-. (canceled)34. A panel system including a plurality of preformed modular panels arranged to fit with one another in a predetermined regular grid arrangement to form coextensive side walls of a building in a fitted condition , the plurality of preformed modular panels including one or more preformed straight panels and one or more preformed corner panels arranged to allow a change in direction between successive ones of the one or more preformed straight panels ,wherein each of the one or more preformed straight panels and the one or more preformed corner panels include a front side, a back side, a bottom side, a topside, and opposing sides arranged to abut with an adjacent one of the plurality of preformed modular panels;wherein at least the bottom sides of each of the one or more preformed straight panels and the one or more preformed corner panels include a plurality of apertures that are arranged at predetermined spaced apart locations therealong so as to coincide with the predetermined regular grid arrangement, andwherein the one or more preformed straight panels and the one or more preformed corner panels are dimensioned such that the ...

Building Panel Assembly and Method of Manufacturing

The invention comprises building panel assemblies for use in the construction of new homes, commercial buildings and extensions of one or more storeys. There is provided a rectangular structural insulated panel (SIP) (), which comprises a pair of spaced-apart containment boards (″) an inner insulating core () and a low profile peripheral external rigid frame (), preferably of metal, e.g. steel, extending around the entire periphery of the spaced-apart boards (″), the insulating core () having spaced-apart slots (), which also extend around the entire periphery of the panel. 1. A building panel assembly comprising a pair of spaced-apart containment boards , separated by an inner insulating core , said inner insulating core having at least one peripherally disposed channel for receiving a rigid frame , said channel spaced apart from and disposed between the containment boards.2. An assembly as claimed in wherein claim 1 , the frame defines a pair of spaced-apart longitudinal channels claim 1 , which extend around the periphery of the panel and extend into the space between the spaced-apart pair of containment boards.3. An assembly as claimed in wherein the frame is integrally formed with the insulating core which extends over the frame.4. An assembly as claimed in wherein two or more panels can be connected by means of a mating member.5. An assembly as claimed in wherein the mating member has ‘I’ or ‘H’ cross section and is received by the one or more channels in the insulating core or rigid frame.6. An assembly as claimed in wherein claim 4 , the mating members are universal columns.7. An assembly as claimed in claim 6 , wherein the additional support comprises I-section and/or H-section UC supports.8. An assembly as claimed in any one of the previous claims comprising at least one conduit disposed adjacent to and between the containment board and the inner insulating core.9. An assembly as claimed in having two conduits.10. An assembly as claimed in wherein each ...

WALL CONNECTION SYSTEM

A wall connection system is disclosed, which includes a horizontal building frame component with a first vertical face that has a first slot. The system further includes a prefabricated wall structure with a plurality of parallel studs and an elongate member connect to each stud. The elongate member has a second vertical face with a second slot and is parallel to the first vertical face. The long axis of the first slot is perpendicular to the long axis of the second slot. A fastener assembly connects the horizontal building frame component to the wall structure, through the slots. 1. A wall connection system , comprising:a horizontal building frame component having a first vertical face, the first vertical face having a first slot,a prefabricated wall structure including a plurality of parallel studs,an elongate member connected to each stud of the plurality of parallel studs and having a second vertical face,the second vertical face being parallel to the first vertical face, and having a second slot, a long axis of the first slot being orthogonal to a long axis of the second slot, anda fastener assembly connecting the horizontal building frame component to the wall structure through the slots.2. The wall connection system of claim 1 , wherein the horizontal building frame component is an I-beam.3. The wall connection system of claim 1 , wherein the elongate member includes a tube connecting the plurality of studs claim 1 , and an angle iron member connected to the tube claim 1 , wherein the angle iron member has the second slot.4. The wall connection system of claim 1 , wherein the elongate member is an angle iron.5. The wall connection system of claim 1 , wherein the fastener assembly includes a threaded rod claim 1 , a first nut threadedly engaging a first end of the rod and a second nut threadedly engaging a second end of the rod.6. The wall connection system of claim 5 , wherein the rod is configured to flex under seismic loads.7. The wall connection system of ...

Profile Bond

A profile assembly produced from a first profile and a second profile connected longitudinally by cold joining. Both profiles bear complementary clamping structures on long sides thereof facing toward one another for cold joining together. The clamping structure of the first profile comprises a clamping head formed on a web and forming an undercut on each side of the web by way of a greater extension in the profile transverse direction in relation to that of the web. The clamping structure of the second profile comprises a clamping head receptacle for accommodating a section of the clamping head and a clinching leg, formed on a profile-exterior leg of the clamping head receptacle, having a first profile arm protruding before cold joining and a second profile arm formed at an angle thereon, the free end of which engages behind the clamping head and, before cold joining, faces toward a clamping pocket of the first profile. The clamping head receptacle is tapered with respect to its open width and/or the clamping head is tapered with respect to its material thickness of the section to be inserted into the clamping head receptacle, wherein the section of the clamping head pressed into the clamping head receptacle is connected to the clamping head receptacle in a metallically sealed manner. 1. A profile assembly comprising:a first metal profile and a second metal profile longitudinally connected to the first metal profile by cold joining, which two profiles bear complementary clamping structures on sides thereof facing toward one another for cold joining the two profiles,wherein the clamping structure of the first profile comprises a clamping head formed on a web and forming an undercut on both sides of the web by a greater extension in the profile direction in relation to that of the web,wherein the clamping structure of the second profile comprises a clamping head receptacle for accommodating a section of the clamping head of the first profile and a clinching leg ...

PREFABRICATED WALL PANEL FOR UTILITY INSTALLATION

An example apparatus is disclosed that may be a utility panel that may include an exterior panel, a plurality of studs coupled to the exterior panel, a hat channel coupled to the plurality of studs opposite the exterior panel, wherein the hat channel is perpendicular to the studs, and an interior panel coupled to the hat channel opposite the plurality of studs. An example method is disclosed for coupling a wall panel to a beam. 1. A method to couple a wall panel to a structure of a multi-story building , the method comprising:coupling an angle to one or more of a plurality of studs, wherein the plurality of studs are included in the wall panel, and wherein the wall panel has a size that spans multiple stories of the multiple-story building; andcoupling the angle to a horizontal beam, wherein the horizontal beam is included in the structure of the multi-story building, and wherein the wall panel forms a portion of an exterior surface and a portion of an interior surface of the multiple stories of the multi-story building.2. The method of claim 1 , wherein the angle and the plurality of studs comprise steel.3. The method of claim 1 , wherein coupling the angle to the one or more of the plurality of studs comprises welding the angle to each of the plurality of studs.4. The method of claim 1 , wherein coupling the angle to the horizontal beam comprises bolting the angle to the horizontal beam.5. The method of claim 1 , wherein the horizontal beam includes a c-channel.6. The method of claim 1 , wherein the wall panel provides utilities to the multiple stories of the multi-story building.7. The method of claim 6 , wherein the utilities include:a first utility that that runs vertically along a first plane; anda second utility that runs horizontally along a second plane that is parallel to the first plane and that avoids the first plane.8. The method of claim 7 , wherein:the first utility runs in a pipe located between studs of the plurality of studs, andthe second utility ...

Apparatus and method for manufacturing insulated wall panels

The present invention relates to an apparatus and method for manufacturing unitary insulated wall panels, wherein the panels form a cavity for receiving expandable foam insulation, and form integral attachment means for attaching the panel to a building wall system. Unitary foam insulated panels having integral attachment means are further provided.

TRACK SYSTEM FOR SUPPORTING WALL STUDS

An apparatus for supporting and retaining a plurality of parallel spaced apart wall studs comprises a longitudinally extending base having first and second side edges and first and second opposed sidewalls extending generally perpendicular to the base from the first and second side edges, wherein the base and sidewalls together define a trough for receiving and retaining an end portion of the plurality of wall studs. The apparatus further comprises a plurality of clips sized to fit within and extend transversely across the trough, each of the plurality of clips having first and second tabs extending from the base wherein the first and second tabs each define a slot with a corresponding of the first and second sidewalls sized to receive a portion of the wall studs therein. 1. An apparatus for supporting and retaining a plurality of parallel spaced apart wall studs comprising:a longitudinally extending base having first and second side edges and first and second opposed sidewalls extending generally perpendicular to said base from said first and second side edges, wherein said base and sidewalls together define a trough for receiving and retaining an end portion of said plurality of wall studs;a plurality of clips sized to fit within and extend transversely across said trough, each of said plurality of clips having first and second tabs extending from said base,wherein said first and second tabs each define a slot with a corresponding of said first and second sidewalls sized to receive a portion of the wall studs therein.2. The apparatus of wherein said clip includes a bottom portion extending between said first and second tabs.3. The apparatus of wherein said bottom portion of said clip is substantially planar.4. The apparatus of wherein said bottom portion of said clip is secured to said base.5. The apparatus of wherein said first and second tabs extends substantially parallel to said first and second side walls.6. The apparatus of wherein each of said first and ...

Wall Element for a Partition Wall, and Partition Wall

Wall element () for a partition wall (), comprising a first and a second wall panel () extending parallel to each other between an upper side and an underside of the wall element, wherein the wall element () is configured close to the upper side and the underside thereof to be arranged standing upright between a horizontal upper post () to be mounted on a ceiling and a horizontal lower post () to be mounted on a floor, wherein an elongate profile () which extends between the upper and underside is arranged between the first and the second wall panel () close to a lateral end surface of the wall element (), and one of the first and the second wall panel () extends beyond the other of the first and the second wall panel () in horizontal direction, and wherein an elongate covering element () extending between the upper side and underside is arranged on the profile () on an outer side of the lateral end surface. 1. Wall element for a partition wall , comprising:a first and a second wall panel extending parallel to each other between an upper side and an underside of the wall element, wherein the wall element is configured close to the upper side and the underside thereof to be arranged standing upright between a horizontal upper post to be mounted on a ceiling and a horizontal lower post to be mounted on a floor; andan elongate profile which extends between the upper and underside is arranged between the first and the second wall panel close to a lateral end surface of the wall element,wherein one of the first and the second wall panel extends beyond the other of the first and the second wall panel in horizontal direction, andwherein an elongate covering element extending between the upper side and underside is arranged on the profile on an outer side of the lateral end surface.2. Wall element as claimed in claim 1 , wherein the profile has an at least substantially U-shaped cross-section comprising a base and two legs claim 1 , wherein the covering element is arranged ...

Panelized structural building system

One variation of a panelized structural building system includes, a set of wall panels, each including: an outer face; a set of hardpoints, each arranged proximal a corner of the outer face, defining a lateral wall panel datum facing outwardly from a side of the wall panel, and defining an exterior façade mount facing outwardly from the outer face; and a load-bearing structure extending between the set of hardpoints and inset from a maximal wall panel perimeter defined by the set of hardpoints; wherein the set of wall panels are assemblable into a wall with lateral wall panel datums—defined by hardpoints in adjacent wall panels—abutting to laterally space the set of wall panels along the wall. The system also includes a set of exterior façade panels configured to install onto exterior façade mounts—defined hardpoints in adjacent wall panels—to conceal outer faces of these wall panels.

HEAVY DUTY SPANNING FORMS AND RELATED SYSTEMS AND METHODS

A metal concrete form panel having a face sheet secured to a perimeter flange that includes side rails and end rails. One or more tie ribs extend between the end rails. A bolt block is secured in each corner to the perimeter flange where the side rails meet the end rails. A bar is located spaced inside each side rail and extended between and secured to each of the pair of opposing bolt blocks of the associated end rail and also secured to each intervening tie rib and to the face sheet. 1. A modular metal concrete form panel , comprising:(a) a face sheet secured to a perimeter flange having side rails and end rails;(b) a bolt block secured to the face sheet and further secured to the perimeter flange where the side rails meet the end rails; and(c) a strengthening bar disposed inside each side rail at a distance from each side rail and extended between and secured to each of the pair of opposing bolt blocks of such end rail, wherein the strengthening bar is secured to the face sheet.2. The form panel of claim 1 , wherein the perimeter flange comprises a lip disposed on the side rails and the end rails.3. The form panel of claim 2 , wherein the bolt block comprises a protrusion disposed in a notch defined in the lip of the end rails claim 2 , whereby the bolt block is secured directly to the side rail and the lip of the side rail.4. The form panel of claim 1 , further comprising at least one rib disposed between the end rails and attached at one end to a first of the side rails and at another end to a second of the side rails.5. The form panel of claim 4 , wherein the strengthening bar is disposed through the at least one rib and attached thereto.6. The form panel of claim 4 , further comprising at least one cross rib attached at a first end to the at least one rib and attached at a second end to one of the end rails.7. A modular form panel for concrete construction claim 4 , the form panel comprising:(a) a face sheet;(b) a flange disposed around a perimeter of the ...

STRUCTURAL INSULATED PANEL FRAMING SYSTEM

Systems and methods are disclosed herein to a structural insulated panel framing system comprising: insulation sheathing receivable by a wall jig; a frame for placement atop the insulation sheathing; and spray foam for application to the frame and the insulation sheathing to fuse the frame and insulation sheathing to produce a structural insulated panel. 1. A framing system comprising:an structural insulated panel, comprising:an insulation sheathing;a frame comprising a top plate, a bottom plate, a pair of outer studs, and an inner stud, wherein the pair of outer studs and the inner stud span between the top plate and the bottom plate, wherein each of the outer studs and inner stud has a proximal side and a distal side, wherein the inner stud is positioned between the pair of outer studs;a mesh coupled to the insulation sheathing, wherein each of the distal sides of the outer studs and the distal side of the inner stud abuts the mesh; anda cured spray foam adhering the insulation sheathing and the mesh to the frame such that the insulation sheathing, the mesh and the frame are unitary, wherein the insulation sheathing and the mesh are coupled to the frame without mechanical fasteners.2. The framing system of claim 1 , wherein the insulation sheathing is a first insulation sheathing claim 1 , and wherein the proximal sides of the outer studs and the proximal side of the inner stud are configured to abut a second sheathing.3. The framing system of claim 1 , wherein the frame includes at least one of a framing member claim 1 , a brace claim 1 , and a blocking claim 1 , wherein the at least one of the framing member claim 1 , the brace claim 1 , and the blocking is configured to receive at least one of a rivet and a screw.4. The framing system of claim 1 , wherein the insulation sheathing comprises expanded polystyrene.5. The framing system of claim 2 , wherein the mesh is interposed between the insulation sheathing and the frame.6. The framing system of claim 1 , ...

Room divider panel connecting bar - has stepped U=shape, countersunk holes for connectors, locating holes in bottom web

The connecting bar (1) for furniture, shelves and room dividers, has a U shaped cross section. On the insides of of the sides (2) of the U shaped bar (1) are abutments running lengthwise and facing each other, for the end surfaces of plates (7) inserted into the bar (1). The abut ents are formed of steps near the free ends (3) of the U shaped bar. In the sides (2) between the bridge pieces and the steps are coaxial holes (5) for screws by which the plates (7) are clamped between the sides (2). The bridge piece (4) of the U has also holes (4').

PREFABRICATED, INSULATING BUILDING PLATE AND METHOD OF MANUFACTURING IT

Composite system for building purposes with selfsupporting panels

A building panel assembly

The present invention relates to a building panel assembly for a structural insulated panel (SIP) (10) comprising a pair of spaced apart containment boards (11 ), the space between which being filled with an insulating material (14), whilst the outer peripheral edge of the panel has a rigid peripheral frame (12), the profile of which provides longitudinal spaced-apart channels (13) extending around the entire periphery of the panel assembly. In order to assemble the panel (10) to an adjacent panel (10), ring beam(20), or corner post, alignment tracks (21 ) are provided which are engageable in the longitudinal channels (13) to secure and align respective adjacent panels (10).

PREFABRICATED BUILDING PANELS AND METHODS FOR CONSTRUCTING BUILDINGS

Example embodiments of the described technology provide a prefabricated building panel. The prefabricated panel may comprise a rigid insulative core having first and second opposing surfaces. A first cementitious material may at least partially cover the first surface of the insulative core. A second cementitious material may at least partially cover the second surface of the insulative core. At least one embedded element may extend along a peripheral edge of the insulative core. 1. A prefabricated building panel , the panel comprising:a rigid insulative core having first and second opposing surfaces;a first cementitious material at least partially covering the first surface of the insulative core;a second cementitious material at least partially covering the second surface of the insulative core; andat least one embedded element extending at least partially along a peripheral edge of the insulative core.2. The panel as defined in claim 1 , wherein the at least one embedded element extends at least partially between the first and second opposing surfaces.3. The panel as defined in claim 1 , wherein the at least one embedded element is selected from the group consisting of a fibreglass channel claim 1 , a metal channel claim 1 , a fibreglass extrusion claim 1 , an aluminum extrusion claim 1 , a vinyl extrusion claim 1 , a PVC extrusion claim 1 , a steel extrusion claim 1 , a carbon fiber extrusion and a basalt extrusion.4. The panel as defined in claim 3 , wherein the at least one embedded element is generally C-shaped and comprises a wall section and an open end defining a channel.5. The panel as defined in claim 1 , wherein the at least one embedded element comprises a fibreglass channel or fibreglass extrusion.6. The panel as defined in claim 5 , wherein the at least one embedded element further comprises a metal channel.7. The panel as defined in claim 6 , wherein the wall section of the fibreglass channel is aligned with the wall section of the metal channel.8. ...

DRYWALL AND METHOD FOR CONSTRUCTING A DRYWALL

A drywall including a first wall section and a second wall section, as well as a support structure. The support structure includes first stud elements. In the area of the first wall section, the first stud elements are arranged in a row with first distances and form first support structure bays. A paneling with planking panels is arranged on at least one side of the support structure, and an installation duct is arranged in a second wall section. The support structure has, in the area of the second wall section, a first and a second crossbeam, which, to form the installation duct, form a second support structure bay which extends across at least two first support structure bays that are arranged next to each other. The invention further concerns a method for erecting a drywall. 1. A drywall comprising: a first wall section and a second wall section , as well as a support structure comprising first stud elements; wherein in an area of the first wall section , the first stud elements are arranged in a row with first distances and form first support structure bays; wherein a paneling with planking panels is arranged on at least one side of the support structure; wherein an installation duct is arranged in a second wall section; the support structure having , in the area of the second wall section , a first and a second crossbeam , which , to form the installation duct , forms a second support structure bay which extends across at least two first support structure bays that are arranged next to each other.2. The drywall according to claim 1 , characterised in that the drywall has a third wall section claim 1 , wherein the support structure claim 1 , in the area of the third wall section claim 1 , has second stud elements arranged in a row with second distances.3. The drywall according to claim 2 , characterised in that the second wall section is located between the first and third wall sections.4. The drywall according to claim 2 , characterised in that the second stud ...

一种装配式保温隔音墙板

一种装配式保温隔音墙板，涉及一种建筑板材，该墙板包括板材（1）、钢架（2）、增强穿线管（3），所述钢架（2）贯穿于板材（1）中，钢架（2）上制有冲孔，所述增强穿线管（3）贯穿于板材（1）中，所述增强穿线管（3）与钢架（2）垂直布置，所述增强穿线管（3）上制有向内突起的冲孔，钢架两端高出板材，高出部分上制有冲孔。该墙板内部分布有钢架和增强穿线管，钢架和增强穿线管上制有冲孔，也可配备碳纤维发热线缆和水管，实现增强墙板承重、不易脱离、易于装配的目的。

Каркасный блок для модульной конструкции здания и система таких блоков

Изобретение относится к каркасным блокам для модульного строительства несущих каркасов зданий и системе таких блоков. Технический результат: упрощение конструкции с целью ускорения монтажа блоков. Каркасный блок для модульной конструкции здания содержит систему основных металлических профилей, которые свариваются вместе встык, образуя наружный каркас в виде прямоугольной призмы, края которой ограничены основными металлическими профилями. Внутри каркасного блока параллельно наименьшей грани каркасного блока установлены арматурные элементы, представляющие собой арматурные профили, сваренные с образованием прямоугольного арматурного каркаса. Также описана система таких блоков. 2 н. и 6 з.п. ф-лы, 4 ил. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 609 035 C2 (51) МПК E04C 1/00 (2006.01) E04C 2/38 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ФОРМУЛА (21)(22) Заявка: ИЗОБРЕТЕНИЯ К ПАТЕНТУ РОССИЙСКОЙ ФЕДЕРАЦИИ 2011147329, 22.11.2011 (24) Дата начала отсчета срока действия патента: 22.11.2011 (72) Автор(ы): БУДЕЁВСКИ Роман (CZ) (73) Патентообладатель(и): БУДЕЁВСКИ Роман (CZ) Дата регистрации: (56) Список документов, цитированных в отчете о поиске: RU 29546 U1, 20.05.2003. EA 000420 Приоритет(ы): (30) Конвенционный приоритет: B1, 24.06.1999. RU 92445 U1, 20.03.2010. RU 2035556 С1, 20.05.1995. FR 2470213 А, 29.05.1981. 24.11.2010 CZ PV2010-861 (45) Опубликовано: 30.01.2017 Бюл. № 4 Адрес для переписки: 119019, Москва, Гоголевский бульвар, 11, 3-й этаж, "Гоулингз Интернэшнл Инк." 2 6 0 9 0 3 5 R U (57) Формула изобретения 1. Каркасный блок (1) для модульной конструкции здания, содержащий систему основных металлических профилей (10), которые свариваются вместе встык, образуя наружный каркас в виде прямоугольной призмы, края которой ограничены основными металлическими профилями (10), отличающийся тем, что внутри каркасного блока (1) параллельно наименьшей грани каркасного блока (1) установлены арматурные элементы, представляющие собой арматурные профили, ...

Thermal insulating composite facade panel, method of its preparation and use of thermal insulating composite facade panel

FIELD: construction materials. SUBSTANCE: invention relates to heat-insulating composite facade panels. Thermal insulation composite facade panel consists of facade panel and frame, preferably made of metal, which are irreversibly fixed to each other through insulating layer. Insulation layer consists of foam, which during foaming process irreversibly connects facade panel with frame. In this case, foam material is foamed polystyrene polyurethane, consisting of two plastics: rigid polyurethane foam and expanded polystyrene foam. Also method of preparing heat-insulating composite facade panels is described, variants of heat-insulating composite front panel and use of heat-insulating composite front panel. EFFECT: technical result consists in development of ready-to-use thermally insulated composite panel and in development of permanent connection of facade panels with layer of thermal insulation and with panel fixation system. 16 cl, 4 dwg, 1 tbl РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 651 850 C1 (51) МПК E04C 2/296 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E04C 2/296 (2006.01) (21)(22) Заявка: 2016125015, 02.12.2014 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): ЭУТЕРМ Сп. С О.О. (PL) Дата регистрации: 24.04.2018 (56) Список документов, цитированных в отчете о поиске: WO 2010040921 A1, 15.04.2010. WO 2011127549 A1, 20.10.2011. EP 2061091 B1, 11.01.2012. US 2009178354 A1, 16.07.2009. RU 2248702 C2, 27.03.2005. RU 2133654 С1, 27.07.1999. RU 2429155 С1, 20.09.2011. 03.12.2013 PL PL406346 (45) Опубликовано: 24.04.2018 Бюл. № 12 (85) Дата начала рассмотрения заявки PCT на национальной фазе: 04.07.2016 (86) Заявка PCT: 2 6 5 1 8 5 0 (87) Публикация заявки PCT: WO 2015/083084 (11.06.2015) Адрес для переписки: 191123, Санкт-Петербург, ул. Радищева, 39, оф. 418, ООО "Шмитт и Орлов интеллектуальная собственность" (54) ТЕПЛОИЗОЛЯЦИОННАЯ КОМПОЗИТНАЯ ФАСАДНАЯ ПАНЕЛЬ, СПОСОБ ЕЁ ...

Каркасный блок для модульной конструкции здания и система таких блоков

1. Каркасный блок (1) для модульной конструкции здания, отличающийся тем, что он включает систему основных металлических профилей (10), которые свариваются вместе встык, образуя наружный каркас в виде прямоугольной призмы, края которой ограничены основными металлическими профилями (10).2. Каркасный блок по п.1, отличающийся тем, что основные металлические профили (10) представляют собой L-образные профили и/или U-образные профили.3. Каркасный блок по п.1 или 2, отличающийся тем, что он дополнительно включает металлические арматурные элементы, установленные внутри каркасного блока (1) параллельно, как минимум, одной из граней каркасного блока.4. Каркасный блок по п.3, отличающийся тем, что арматурные элементы представляют собой арматурные профили, сваренные с образованием прямоугольного арматурного каркаса (11), который установлен внутри каркасного блока (1) параллельно наименьшей грани каркасного блока (1).5. Каркасный блок по п.3, отличающийся тем, что арматурные элементы представляют собой арматурные стержни (12), каждый из которых приваривается к внутренней стороне двух смежных параллельных металлических профилей (10) и проходят по диагонали вдоль, как минимум, части грани каркасного блока (1).6. Каркасный блок по п.1, отличающийся тем, что, как минимум, некоторые основные металлические профили (10) снабжены отверстиями (7) под болты для соединения каркасных блоков (1) друг с другом и/или для крепления каркасных блоков (1) к фундаменту.7. Каркасный блок по п.1, отличающийся тем, что ширина каркасного блока (1) составляет 312 мм или 625 мм или кратна числу 625 мм.8. Каркасный блок по п.1, отличающийся тем, что его глубина составляет 100-250 мм, а высота � РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (51) МПК E04C 3/00 (13) 2011 147 329 A (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ЗАЯВКА НА ИЗОБРЕТЕНИЕ (21)(22) Заявка: 2011147329/03, 22.11.2011 (71) Заявитель(и): БУДЕЁВСКИ Роман (CZ) Приоритет(ы): (30) Конвенционный приоритет: (72) Автор(ы): БУДЕЁВСКИ ...

Construction panel

A construction panel for incorporating into a building or house structure; the construction panel being comprised of a frame consisting of spaced apart vertical studs and transverse top and bottom plates wider than said studs, an insulation board secured to one face of the frame and within a cavity formed by said plates and studs and an, in situ laid concrete-like composition layer comprising expanded mica, expanded polystyrene, and mortar cement applied to the exposed, outwardly facing side of said insulation board, the concrete-like composition layer having a filament mesh reinforcement imbedded therein, the construction panel being manufactured in a plant and transported to a construction site where it is simply installed. Also a novel concrete-like composition useful in producing formed objects, including construction panels.

Set building and building construction method with composite light weight panel for structure

본 발명은 구조용 복합 경량 패널을 이용한 건축물 및 그 시공 방법에 관한 것으로, 형강 등으로 구성된 강재 바닥부와, 가장자리에 강재 구조용 프레임이 설치된 구조용 복합 경량 패널을 사용하여 상기한 강재 바닥부에 용접이나 체결수단을 통해서 체결되며 인접한 강재 구조용 프레임들이 용접이나 체결수단을 통해서 체결되어 형성되는 벽체와, 강재 구조물로 구성되고 트러스구조를 포함하여 형성되어 상기한 벽체 상부에 위치되며 벽체용 패널과 용접 혹은 체결수단으로 체결되는 지붕용 프레임과, 상기한 벽체의 내/외주에 설치되는 벽체용 내/외장 마감재 및, 지붕용 프레임의 외주면에 설치되는 지붕용 마감재로 구성되어 기둥 없이 시공되는 구조용 복합 경량 패널을 이용한 건축물 및 그 시공 방법에 관한 것이다. The present invention relates to a building using a composite light weight structural panel and a construction method thereof, and welded or fastened to the steel bottom using a structural composite light weight panel provided with a steel bottom portion composed of a section steel, etc., and a steel structural frame at the edge It is fastened through the means and the adjacent steel structure frame is formed by fastening through welding or fastening means, and the steel structure is formed by including a truss structure is located above the wall and the wall panel and welding or fastening means Structural composite lightweight panel consisting of a roof frame to be fastened to the wall, the interior / exterior finish for the wall is installed on the inner / outer circumference of the wall, and the roof finishing material is installed on the outer circumferential surface of the roof frame is constructed without pillars It relates to a building and its construction method. 패널, 경량, 구조, 단열재, 철판 Panel, lightweight, structure, insulation, iron plate

Insulated and prefinished wall panel and wall cladding assembly

A first aspect provides a wall panel assembly (100) comprising a wall frame (20) having steel C- section members. Glue (30) is applied to one face (24) of the wall frame (20). The glue (30) used in the example is an epoxy based glue or a quick drying foam based glue. External cladding (40) is then mounted to the face (24) of the wall frame (20). The preferred external cladding (40) is high density polystyrene, 75 mm thick and 2500 mm long by 1200 wide. Fibreglass mesh is installed onto external surfaces of the wall cladding (40). Metal capping plates (42), if required, are installed to edge faces of the wall cladding (40) for protecting the edges faces and to hold the fibreglass mesh in place. Render (50) is then applied to the external surfaces of the wall cladding (40) having the fibreglass mesh. The preferred render is acrylic based which is applied to the fibreglass mesh fixed to the cladding (40). In an alternative form, chopped fibreglass fibre maybe pre-mixed with the acrylic render and the render mix then applied to external surfaces of the wall cladding (40). A second aspect provides an external cladding (110) comprising a core of high density polystyrene (111), in VH grade or better. The preferred thickness is 75 mm and can be in sizes up to 5000 mm long by 1200 mm wide. The polystyrene panel core (111) is coated with a sprayed on urethane hard coat (112) nominally 1 mm thick.

Integrated light girder truss composite floor and its flange plate type connection structure

本发明公开了一体化轻型桁架梁组合楼板及其法兰盘式连接结构，包括组合楼板、钢管柱、活动法兰盘和连接副，所述钢管柱包括方钢管，所述方钢管上焊接有固定法兰盘，所述固定法兰盘下端焊接有与方钢管加强连接的钢肋板，所述固定法兰盘上端架设有组合楼板，所述组合楼板上端设置的活动法兰盘，所述组合楼板上端和下端分别通过活动法兰盘和固定法兰盘上的连接副安装固定；本发明的一体化轻型桁架梁组合楼板及其法兰盘式连接结构在确保连接节点具有较大连接刚度的前提下，实现了组合楼板桁架梁的一体化和工厂预制化，提高了钢结构的装配率及施工速度，而且装配单元全部采用螺栓连接便于结构的拼装、拆卸及移动。

A flat building element, especially for composing horizontal building structures

Method of constructing a multi-storey building using prefabricated modular panels

A method of constructing a multi-storey building entails using prefabricated modular wall panels and floor panels. The prefabricated wall panels have a frame that includes studs, rebar and an upright channel into which concrete is poured and cured to form a concrete column (or a hybrid steel-and-concrete column). Prefabricated floor panels have a frame that includes joists, sheathing and a trench-like track that forms a trough for receiving concrete that cures in the trough to create a concrete beam (or a hybrid steel-and-concrete beam). This novel method is extremely efficient for constructing multi-storey buildings, substantially reducing both construction costs and construction time.

Building wall panel and method of making same

A building wall panel having an exterior facing formed from a glass fiber reinforced concrete bonded to a metal wall panel support frame formed from a plurality of vertical members having a plurality of flanges thereon by a layer of glass fiber reinforced concrete overlaying both a portion of the rear surface of the exterior facing and the flange abutting the exterior facing at intervals along the length of each vertical member. A method of forming the building wall panel involves spraying a first layer of slurry, formed from a mixture of concrete and chopped glass fiber strands, on a flat smooth surface between elongate members secured thereto and interconnected to form building wall panel mold. A metal wall panel support frame formed from a plurality of vertical members is placed over the first layer of slurry such that a flange disposed on each vertical member abuts the first layer of slurry. A second layer of slurry is sprayed over a portion of the flange on each vertical member and over a portion of the first layer of slurry. Both layers of slurry are cured and the completed building wall panel is removed from the surface and the mold.

Composite modular building panel

A modular construction panel (70) comprising parallel, flanged support studs (10) between which are disposed foamed insulation panels (50), forming one side of the building panel. The side opposite the foamed insulation panels is a layer of a foamed concrete cast (60) such that part of each support stud, including the flanges (20) and part of the web (24), is embedded within the concrete layer (60) along the entire length of the stud (10). The invention also relates to a process for making such building panels.

Prefabricated construction panels and modules for multistory buildings and method for their use

A monolithic, reinforced concrete framework for a multi-level, multi-unit building results from the utilization of factory prefabricated and finished wall panels (2), floor/ceiling panels (54) and utility core modules (126), the juxtaposition of which, without forms, defines volumetric beam voids (84). The beam voids (84) are exterior to the wall panels (2), floor/ceiling panels (54) and core modules (126). Wall panels (2) include light gage studs (4), which are loadbearing studs, and light gage column frames (24). Beam voids (84) and column frames (24) for a building level are poured with concrete at one time. Each building level is erected and poured in one day; and the next level can commence the following morning, without need for exterior scaffolds. The beams (98) and columns (46) carry the weight of the building down into the foundation. Large open areas (192), such as lobbies, can be provided, using building weight supporting trussed wall panels (200) having support for the beams (98) overlying the open area (192).

Building that uses composite light-weight panels for structure and a construction method therefor

The present invention relates to a building that uses composite light--weight panels for structure and a construction method therefor, more particularly, to a building constructed without pillars using composite light weight panels for struc-ture and a construction method therefor, wherein the building comprises: a steel floor made out of sectional steel for example; walls which are formed by joining composite light-weight panels for structure having steel structure frames installed at corners to the steel floor by welding or joining means, neighboring steel structure frames being joined together by welding or joining means to form walls; roof frames which are constituted by a steel structure and have a truss structure to be po-sitioned on the top of the walls and joined to the wall panels by welding or joining means; wall inner/outer coverings applied to the inner/outer peripherals of the walls; and roof coverings applied to the outer peripheral face of the roof frame.

Modular prefabricated panel for buildings, in particular for houses

The modular prefabricated panel (10) comprises: a first coating layer (20); a second coating layer (22); and a frame (25), which is arranged between said first and second coating layers (20, 22) and comprises a plurality of beams (30), which are rigidly constrained to one another, each beam (30) being arranged in correspondence to a respective outer edge of said panel (10). The beam (30) is shaped so as to have at least one between a projection (33) and a recess (34) designed to be interlocked, in a removable manner, with at least one respective recess/projection (34, 33) of a respective beam (30) belonging to an adjacent panel (10).

Lightweight concrete wall panel with metallic studs

A wall panel is provided that is comprised of a plurality of spaced foam insulative blocks. Between each block is a metal stud that spans the height of the wall panel and provides sufficient strength to counteract any compressive loads the wall panel may encounter. The presence of the insulation panels provides large surface areas for the receipt of a thin layer of cementious or gypsum based material that is adapted to receive nails and be easily cut. In addition, the decreased weight of the exterior wall allows for the omission of reinforcing internal structure within the exterior wall which is found in the prior art, thereby providing a lightweight and easy to fabricate wall.

balcony Flat

An exterior wall panel and an assembly method thereof

Reinforced concrete slab and production method thereof

A supporting slab (1) comprising a concrete matrix structure having at least a planar surface forming the upper surface (2) of the slab and a lower surface (3) located opposite the upper surface (2). The planar surface is surrounded by a kerb (4, 16) extending from the lower surface (3) of the slab to a direction opposite the upper surface (2) and the lower surface (3) of the slab comprises cross-wise webs (7). The webs (7) extend in the lower surface (3) over the area defined by the kerb (4, 14) inside it and protruding outwards from the lower surface. The kerb (4, 16) and the webs (7) each comprise reinforcing steels. The indentations between the kerb (4, 16) and the webs (7, 17) are at least partly filled with filler material lighter than concrete.

A board for fabricated house

본 발명은 조립식 건축물용 판재에 관한 것으로 경량이면서도 형태 안정성과 구조적 강도 그리고 연장 조립이 용이하도록 해 주기 위해서 금속판(1)의 양쪽에 각각 가로, 세로방향으로 여러개의 앵글강재(2)(2')들을 고정하고, 금속판(1)의 양쪽에는 제 1, 제 2, 제 3 발포성 합성수지판(3)(3')(4)(4'),(5)(5')들을 차례로 접합하며, 앵글 각재(2)(2')들에는 제 2, 제 3 발포성 합성수지판(4)(4')(5)(5')을 관통하는 암나사 관체(6)들의 한쪽끝을 고정한 조립식 건축물용 판재임. The present invention relates to a plate for a prefabricated building, in order to facilitate lightweight assembling, form stability, structural strength, and easy extension assembly. The first, second, and third foamed synthetic resin plates 3, 3 ', 4, 4', and 5 '5' are sequentially joined to both sides of the metal plate 1, and The lumber 2, 2 'is a prefabricated building plate that fixes one end of the female threaded bodies 6 through the second and third foamed synthetic resin plates 4, 4', 5, and 5 '. .

Blast-resistant barrier

本发明揭示了一种防爆阻挡物，该阻挡物包括多个单元，各单元包括厚度大于20毫米至小于40毫米的板。该板的形式为垂直设置在爆炸源和爆炸目标之间的整料式聚碳酸酯片或叠层，所述叠层包括至少两个聚碳酸酯片和夹在它们之间的任选的图像层。该板被固定在框架上，框架以经过计算的方式牢牢地嵌入混凝土中，以提供足以吸收和承受爆炸引起的外力的刚性。在一个优选的实施方式中，该板包括至少两个相互层叠的聚碳酸酯片，任选地包括夹在它们之间的图像层。在另一个实施方式中，框架被牢固地固定在爆炸目标上，能够分散整个目标结构上的爆炸力。防爆阻挡物的高度优选与目标的高度成正比。

Construction system and method for building a structure

FIELD: construction industry. SUBSTANCE: invention relates to a construction system designed for the construction of a building. The construction system and the method for building construction are described. In this case, the system (100) contains a set of ready-made elements (1), and the element (1) contains a self-supporting insulation panel (2) containing a rigid insulating material and a metal frame (3) containing a pair of auxiliary frames. The cross-section along the length of the auxiliary frame (7a, 7b) contains a fastening arm extending along the corresponding edge surface (6a, 6b) and an insertion part included in the insulating element. Distally, relative to the insertion part, there is a box structure (12), which has a closed or partially open configuration. The construction system also contains a connecting element (4), the cross-section of which is generally a U-shaped profile. The connecting element (4) is located on the auxiliary frames (7a, 7b) of two adjacent elements (1). EFFECT: easy installation of the load-bearing and insulated structure of the building. 15 cl, 4 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 767 836 C1 (51) МПК E04B 1/14 (2006.01) E04B 1/61 (2006.01) E04C 2/38 (2006.01) E04D 3/366 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E04B 1/14 (2022.02); E04B 1/61 (2022.02); E04C 2/38 (2022.02); E04D 3/366 (2022.02) (21)(22) Заявка: 2021110294, 28.09.2018 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): СС УИЗАРД ОЙ (FI) Дата регистрации: 22.03.2022 Приоритет(ы): (22) Дата подачи заявки: 28.09.2018 (45) Опубликовано: 22.03.2022 Бюл. № 9 (85) Дата начала рассмотрения заявки PCT на национальной фазе: 28.04.2021 (86) Заявка PCT: FI 2018/050702 (28.09.2018) 2 7 6 7 8 3 6 (56) Список документов, цитированных в отчете о поиске: US 3282613 A1, 01.11.1966. RU 2298619 C2, 10.05.2007. RU 2485259 C2, 20.06.2013. US 6363674 B1, 02.04.2002. US 4633634 A1, 06.01 ...

Wall panel, building system and building construction method

FIELD: construction. SUBSTANCE: building system comprises a building panel comprising first and second outer sheet members, an inner sheet member disposed between first and second outer sheet members, and solid insulating material disposed between first and second outer sheet members and inner sheet member; a first track member, first track member and building panel being arranged such that panel is engaged along a first side with first track member and first track member is connected to first and second outer sheet members; a second track member, second track member and building panel being arranged such that panel is engaged along a second side with second track member and second track member is connected to first and second outer sheet members and inner sheet member. EFFECT: described are versions of a building system, a wall panel and a building method, as well as method of making wall panel. 66 cl, 17 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 596 172 C2 (51) МПК E04B 2/02 (2006.01) E04C 2/24 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ (21)(22) Заявка: ИЗОБРЕТЕНИЯ К ПАТЕНТУ 2013121793/03, 11.10.2011 (24) Дата начала отсчета срока действия патента: 11.10.2011 (72) Автор(ы): НАИДОО Кубашен Джером (AU) (73) Патентообладатель(и): ЭфБиЭм ЛАЙСЕНС ЛИМИТЕД (AU) Приоритет(ы): (30) Конвенционный приоритет: R U 11.10.2010 AU 2010904524; 27.10.2010 AU 2010904789; 20.04.2011 AU 2011901478 (43) Дата публикации заявки: 20.11.2014 Бюл. № 32 (56) Список документов, цитированных в отчете о поиске: US 4208228 А1, 17.06.1980;SU 617553 А1, 30.07.1978;RU 28501 U1, 27.03.2003. RU 67131 U1, 10.10.2007. RU 45743 U1, 27.05.2005. US 4974381 А1, 04.12.1990. (86) Заявка PCT: C 2 C 2 (85) Дата начала рассмотрения заявки PCT на национальной фазе: 13.05.2013 AU 2011/001293 (11.10.2011) (87) Публикация заявки PCT: 2 5 9 6 1 7 2 WO 2012/048367 (19.04.2012) R U 2 5 9 6 1 7 2 (45) Опубликовано: 27.08.2016 Бюл. № 24 Адрес для переписки: 129090, Москва, ул. Б. ...

Synthetic resin panel

본 고안은 특히 각종 건설현장에서의 구조물이나 정수처리용 칸막이 벽체로 사용되는 합성수지로 된 패널에 있어서, 상기 패널의 내부에 우수한 지지력과 강도를 유지하는 합성수지 보강재를 내설한 후 좌/우 양 플레이트와의 일체화를 도모하기 위해 용융 접착수지를 충진시킨 개선된 기능의 합성수지 패널인바, 이를 위하여 본 고안은 합성수지로 된 좌/우 한 쌍의 플레이트; 상기 각 플레이트가 상호 일정한 거리폭을 유지한 채 일체화되도록 플레이트의 전/후 양단이 끼워져 보울트 체결되는 꺽임형 결합강재; 상기 각 플레이트의 사이 공간에 복수개로 내설되며, 각각 중공부가 형성된 채 인접 설치되는 보강재; 상기 각 보강재와 플레이트의 사이 공간으로 충진되는 접착수지; 및 상기 각 플레이트의 외주면 상/하단에 길이 방향으로 보울트 체결되며, 평면 중앙에는 장공이 형성된 꺽임형 연결강재가 구비되는 것이다. In particular, the present invention is a panel made of synthetic resin, which is used for various construction sites or partition walls for water treatment treatment, and the left and right plates are formed after the synthetic resin reinforcing material is maintained inside the panel. In order to achieve the integration of the molten adhesive resin is filled with an improved function of the resin panel, for this purpose, the present invention is a pair of left / right plate made of synthetic resin; A bending-type coupling steel to which both ends of the plate are inserted and bolted to each other so that the plates are integrated while maintaining a constant distance width; A plurality of reinforcing members which are installed in a plurality of spaces between the plates and are adjacently installed with hollow portions formed therein; Adhesive resin filled into a space between the reinforcement and the plate; And it is bolted in the longitudinal direction on the top / bottom of the outer circumferential surface of each plate, the center of the plane is provided with a bent connection steel formed with a long hole.

Ribbed net frame superposed wall structure and construction method

本发明公开了一种带肋网架叠合墙构造及施工方法，包括混凝土预制构造层、保温层和钢筋混凝土现浇单元，混凝土预制构造层带有竖向或横竖双向的嵌入保温层内的混凝土肋凸，混凝土肋凸内在靠近保温层的部位放置有抗形变件，保温层一侧设置有钢筋混凝土现浇单元，所述混凝土预制构造层由贴近保温层的一层轻骨料混凝土层及外侧的细石混凝土层两层组成，所述混凝土预制构造层由单层混凝土层构成，所述抗形变件为薄壁型钢，所述混凝土预制构造层内包含有钢筋网，第一钢筋网与穿过保温层的斜插腹筋及保温层另一侧的第二钢筋网焊接成空间网架，混凝土肋凸能够增加构造层的平面外刚度，保证预制单元在吊装过程中不发生折断。

A kind of precast facade

本发明涉及一种预制外墙，包括主体钢结构（4）和支托（5），支托（5）包括悬挑构件（6）、钢板连接件（7）、L型连接件（8）、加劲板（9），L型连接件（8）包括立板和托板，所述立板和托板之间相互垂直且固定连接，L型连接件（8）设有两个并呈上下背向结构，每个L型连接件（8）的内侧中部均设置有加劲板（9），两个L型连接件（8）的所述立板与钢板连接件（7）通过螺栓固定连接，钢板连接件（7）与悬挑构件（6）通过焊接固定连接，悬挑构件（6）与主体钢结构（4）通过焊接固定连接，两个L型连接件（8）的所述托板之间设置有L型连接件间隙（10）。本发明能够确保主体钢结构处于层间位移范围内，适应整体建筑层间位移要求。

Insulation truss

第１および第２の細長い外側支持部材（12,14）と、第１および第２の外側支持部材（12,14）の間に介在する第１および第２の細長い中間支持部材（16,18）と、第１の外側支持部材（12）と第１の中間支持部材（16）とを相互接続する少なくとも1つの第１の連結部材（20）と、第２の外側支持部材（14）と第２の中間支持部材（18）とを相互接続する少なくとも1つの第２の連結部材（22）と、第１および第２の中間支持部材（16,18）を離間した関係で互いに固定し、それにより第１および第２の外側支持部材（12,14）の間に断熱を提供する熱絶縁ファスナー（24）とを含み、それにより、第１および第２の細長い外側支持部材（12,14）間の熱遮断を提供する構造的構築パネルのケージのための断熱トラス（10）。また、断熱性がある構造建物パネル（40）も提供される。

Prefabricated assembled steel framework light plate

本发明公开了一种预制装配式钢骨架轻型板，包括联结钢板框，联结钢板框的四个侧板前后两侧向内延伸有侧延伸板，联结钢板框的四个侧板上开设有连接孔，联结钢板框的前后侧设置有前面板与后面板，前面板的后侧面对称安装有若干个第一套管，第一套管内套设有连接弹簧的一端，连接弹簧的另一端套设于第二套管内，第二套管安装于后面板的前侧面；与现有技术相比，本发明的有益效果是：两个相邻的板体之间连接时，通过紧固件穿过两个联结钢板框上的连接孔后进行快速连接；前面板与后面板形成的双层板体能够进一步提高板材的隔热性和结构强度；在板体受到风力等外力作用时，通过若干个连接弹簧能够对外力起到减震缓冲的作用，使板体得到充分保护。

Corrugated metal plate

Prefabricated wall module unit, assembled composite wall and construction method

一种预制式墙体模块单元、装配式复合墙体及施工方法,包括预制式墙体模块单元、与下方楼板或基础的连接、与上层楼板或梁的连接以及预制式墙体模块单元之间的连接，装配式复合墙体为工厂预制式墙体模块单元通过墙体之间连接件连接形成的一体化复合墙体；本发明预制式墙体模块单元可以在工厂内进行标准化加工制作，尺寸大小可以根据现场和运输条件进行定制，而且现场全装配化施工，无需浇筑，提高了安装质量和安装效率，装配式复合墙体通过不同连接件实现预制墙体模块单元间全干法安装施工，所用预制墙体模块单元保证了墙体的结构安全性能和保温隔热性能。

Laminated panel for wall and method of its manufacturing

FIELD: construction. SUBSTANCE: laminated panel for making a building wall comprises an outer facing board, an inner wall board and a fastening structure arranged between the outer facing board and the inner wall board, and at least partially submerged into a polymer foam material. The polymer foam material is a polyurethane foam material and has density exceeding 30 kg/m 3 . Besides, the fastening structure comprises a metal frame, comprising at least two side stands, an upper crossbeam and a lower crossbeam. At the same time in the fastening structure there is at least one mineral wool panel. The method of laminated panel manufacturing is also described. EFFECT: reduction of labour intensiveness of manufacturing. 29 cl, 16 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) 2 485 259 (13) C2 (51) МПК E04C 2/38 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (21)(22) Заявка: 2011117316/03, 11.03.2009 (24) Дата начала отсчета срока действия патента: 11.03.2009 (72) Автор(ы): МАЗЮР Давид (FR), МУМ Шанта (FR) (43) Дата публикации заявки: 20.11.2012 Бюл. № 32 C 2 (56) Список документов, цитированных в отчете о поиске: US 5245809 A, 21.09.1993. Энциклопедия полимеров. Ред. коллегия В.А. Кабанов и др., Том 2, "Советская энциклопедия". - М., 1974, с.567-570, табл.1. WO 96/41925 А1, 27.12.1996. WO 2004/053250 А1, 25.01.2007. US 4937993 A, 24.06.2004. WO 2007/009173 A, 25.01.2007. CA 2081651 А1, 29.04.1994. RU 55393 U1, 10.08.2006. C 2 2 4 8 5 2 5 9 2 4 8 5 2 5 9 (45) Опубликовано: 20.06.2013 Бюл. № 17 (85) Дата начала рассмотрения заявки PCT на национальной фазе: 10.05.2011 (86) Заявка PCT: FR 2009/050401 (11.03.2009) (87) Публикация заявки РСТ: WO 2010/040921 (15.04.2010) Адрес для переписки: 109012, Москва, ул. Ильинка, 5/2, ООО "Союзпатент", М.Н.Стручкову R U (54) СЛОИСТАЯ ПАНЕЛЬ ДЛЯ СТЕНЫ И СПОСОБ ИЗГОТОВЛЕНИЯ (57) Реферат: Изобретение относится к слоистой панели для выполнения стены здания. Технический результат: снижение ...

Integrated module wallboard, steel structure assembly type building and installation method thereof

一种集成模块墙板、钢结构装配式建筑及其安装方法，所述墙板主体由外向内依次包括外墙面、第一钢丝网、支撑结构、保温层、第二钢丝网以及内墙面，所述钢结构装配式建筑包括基座、集成模块墙板和集成模块楼板，若干个集成模块墙板相互拼接后围设在所述基座上，形成建筑框架，若干个集成模块楼板拼接固定于建筑框架中部，形成楼层，楼层与基座之间、相邻两楼层之间通过中间柱连接。本发明提供一种集成模块楼板和集成模块墙板，通过预定尺寸，将柱、梁、板和维护结构集成模块化制备，在工厂集中生产后施工现场直接进行安装，不需要现场浇筑，适用于单层、多层、高层公建及住宅使用。

Facade element, building facade and process for the assembling of such a building facade

A facade element (1D), to be fastened to a building structure with other such facade elements (1A, 1B, 1C) to build one of the external walls of the building. The facade element includes an assembly of sandwich panels fastened to a metal framework, an upper waterproofing membrane that covers up an upper edge of the facade element, and a lower waterproofing membrane (5D) fixed to the inner face of the facade element. The lower waterproofing membrane extends beyond a lower edge of the facade element, up to an outer face of another facade element (1B) placed below. Both the upper and lower waterproofing membranes have overhanging parts (51D), extending beyond the left (35D) and right edges of the facade element. A building facade, and to a process for the assembling of a building facade is also provided.

Panel assembly for construction

본 고안은 조립식패널의 충분한 내구성과 강도를 가지면서 단열은 물론 불연성을 가지도록 하는 것은 물론, 경량화를 구현하여 패널어셈블리를 이용하여 다양하게 건축물을 구축할 수 있도록 한 건축용 조립식 패널어셈블리에 관한 것으로서, The present invention relates to a prefabricated panel assembly for building, which has sufficient durability and strength of the prefabricated panel, has insulation and non-combustibility, as well as implements lightweight construction by using a panel assembly. 조립식 패널어셈블리(100)를 구성함에 있어서; In constructing the prefabricated panel assembly 100; 경량화와 단열 및 내구성을 만족할 수 있도록 합성수지를 발포시켜 콘크리트와 혼합하여 양측에 상호 치합될 수 있는 자웅(雌雄)체의 연결부(101,102)를 가지도록 성형하여 구비되는 패널바디(103)와; A panel body (103) formed by molding a synthetic resin so as to satisfy the weight reduction, heat insulation, and durability, and having a connecting portion (101, 102) of a male body that can be interlocked on both sides by mixing with concrete; 상기 패널바디(103)의 외측에는 다양한 색상으로 표현이 가능하도록 마감하는 고강도몰탈(104)과; A high-strength mortar 104 which is finished on the outside of the panel body 103 to be represented in various colors; 상기 자체연결부(101)에는 체결요입홈(105)을 통한 견고한 체결이 가능하도록 체결공(106)을 형성한 금속판재(107)로 마감하고; The self-connecting portion 101 is finished with a metal plate 107 formed with a fastening hole 106 to enable a secure fastening through the fastening recess groove 105; 상기 패널바디(103)의 상면(108)과 저면(109)에는 패널바디(103)를 길이방향으로 자유롭게 결합할 수 있도록 요철부(110,111)을 더 형성하는 것을 특징으로 한다. The concave-convex portions 110 and 111 may be further formed on the upper surface 108 and the lower surface 109 of the panel body 103 to freely couple the panel body 103 in the longitudinal direction.

External wall panel and mounting structure thereof

내용 없음. No content.

Cellular-core structural panel, and building structure incorporating same

A structural panel for building structures such as residential houses or the like comprises a honeycomb or other cellular core sandwiched between two metal face sheets and surrounded by a metal frame, frame members of the frame form mechanical interlocking connections with the face sheets of the panel. Side frame members of the panel define interlocking protrusions and channels for making interlocking joints between panels. A building structure employing the panels for forming floor and roofs includes brackets that extend into a gap between the side frame members of the panel at the panel joints and attach to the side frame members. The brackets are used for attaching the panels to other parts of the structure.

Systems and methods for coupling prefabricated panels together and reinforcing frame structure

OF THE DISCLOSURE Connectors comprise a hollow or extruded body, studs integrated structural reinforcement, and receiving sockets for fastening to adjacent connectors. Connectors are placed at one or more locations on prefabricated panels to couple pre-fabricated panels together in the construction of a building. Connectors may anchor structural reinforcement internal to each panel to assist in distributing forces through the structure of the building. A reinforcing mesh may at least partially wrap around the structural reinforcement of a panel.

Systems and methods for coupling prefabricated panels together and reinforcing frame structure

OF THE DISCLOSURE Connectors comprise a hollow or extruded body, studs integrated structural reinforcement, and receiving sockets for fastening to adjacent connectors. Connectors are placed at one or more locations on prefabricated panels to couple pre-fabricated panels together in the construction of a building. Connectors may anchor structural reinforcement internal to each panel to assist in distributing forces through the structure of the building. A reinforcing mesh may at least partially wrap around the structural reinforcement of a panel.

Cold box sheet metal jacket

본 발명은 극저온 공기 분리 장치의 부품들을 위한 하우징에 관한 것이다. 상기 하우징의 베이스 면에 대해 수직으로 연장되는 측벽들은 각각 다수의 패널들(1a, 1b, 2a, 2b)로 이루어진 금속 시이트 재킷으로 코팅된다. 하나의 측벽의 상기 패널들(1a, 1b, 2a, 2b)의 충돌 장소는 모두 동일한 상호 간격을 갖는다. The present invention relates to a housing for parts of a cryogenic air separation device. The side walls extending perpendicular to the base face of the housing are coated with a metal sheet jacket, each consisting of a plurality of panels 1a, 1b, 2a, 2b. The collision places of the panels 1a, 1b, 2a, 2b of one side wall all have the same mutual spacing.

Flexible features a modular set of walls, the space formed using the same methods and the structure

본 발명은 모듈화된 가변형 기능벽체 세트, 이를 이용한 공간 형성 방법 및 그 구조물에 관한 것으로, 하나의 독립된 공간에 필요한 문, 창문, 수납공간, 조명, 거울, 수건걸이, 휴지걸이, 장식물 혹은 설비배관 등에서 원하는 기능을 선택하여 일체로 모듈화하고, 이들 가변형 기능벽체들의 조립에 의하여 3면 이상의 공간을 형성하면서 문이 포함된 기능벽체가 일면에 설치도록 세트 구성된 것을 특징으로 하는 모듈화된 가변형 기능벽체 세트, 이를 이용한 공간형성방법 및 그 구조물에 관한 것으로, 기능벽체가 구조체의 역할을 하면서 다양한 기능을 함으로서 기능벽체들을 조립하는 과정만으로 사용이 가능한 하나의 공간을 형성할 수 있게 된다. BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a modular variable-type functional wall set, a method of forming a space using the same, and a structure thereof. Characterized in that a functional wall including doors is formed on one surface by forming a space of three or more surfaces by assembling the variable functional walls by selecting a desired function and integrally modifying the functional wall, A method of forming a space and a structure thereof. The functional wall functions as a structure and performs various functions, thereby forming a space that can be used only by assembling the functional walls.

Wall structure

벽 부재들의 긴 측면들에 의해 서로 간에 결합되기 적합하고, 또한, 표면 플레이트 부재(1,1')와, 지지부재(2, 2') 및 절연부재(3, 3')를 포함하고, 상기 벽 부재들 서로 간에 부착되는, 적어도 2개의 주 직사각형 패널 형상의 벽 부재들을 포함하는 내화성 소재로 구성된 벽 구조물. 상기 벽 부재들의 긴 측면들은, 표면 플레이트 부재의 가장자리들에 형성된 벤드들(1a, 1b, 1b')이 구비되고, 상기 벤드들은, 그들의 짧은 측면들과 평행하게 결합될 수 있도록 형상 및 크기를 가지고, 또한, 설치되었을 때, 서로간에 부분적으로 중첩되고, 어떠한 별개의 고정부재 없이, 상기 벽 부재들의 평면에 대해 가로로 고정시킨다. It is suitable to be joined to each other by the long sides of the wall members, and also includes a surface plate member 1, 1 ', a supporting member 2, 2' and an insulating member 3, 3 ', Wall members comprising a fire resistant material comprising at least two main rectangular panel shaped wall members attached to one another. The long sides of the wall members are provided with bends 1a, 1b, 1b 'formed at the edges of the surface plate member, the bends having a shape and size so that they can be coupled in parallel with their short sides. In addition, when installed, they partially overlap each other and are fixed horizontally relative to the plane of the wall members, without any separate fastening members. 내화성, 벤드 Fire resistance, bend

Prefabricated high-strength and high-efficiency thermal insulation composite external wall panel

Abstract of Instruction This invention publicizes a prefabricated high-strength and high-efficiency thermal insulation composite external wall panel and its preparation method. This composite external wall panel has a steel skeleton box structure, a concrete layer and an insulation layer; the concrete layer coated on the skeleton box forms a rectangular shape box and the insulation layer fills the interior of the box; the skeleton box is a frame in rectangular shape, each surface of the rectangular frame is a mesh, and the concrete layer is coated on each mesh surface. To manufacture composite external wall panel, concrete, which has higher strength and service life than the insulation material, is used to make the exterior of the box, with insulation material inside the box. When an external force acts on the composite wall panel, it will not impact on the insulation material, and hence improving the service life of this composite wall panel; since the concrete is coated on a mesh surface, the structure will reinforce the strength of the concrete layer, and therefore reinforce the strength of the whole composite external wall panel to make it safe to be used in high-rise buildings. Drawings -14 A |I A Picture 1 Picture 2

Earthquake, wind resistant and fire resistant pre-fabricated building panels and structures formed therefrom

내진, 내화 및 내풍성을 가지는 조립식건축패널이 다수의 골조부재를 구비한다. 골조부재는 골보평면에 있는 골조를 형성하기 위해 연결되고, 골조는 패널의 주위를 규정하고, 주위는 패널의 내측부분을 경계짓는다. 골조부재중 적어도 몇 개는 패널의 내측부분 골조평면에 있어 내측으로 편향된다. 제 1 응고주입가능한 물질이 골조부재 사이의 골조 내측부분에서 주입된다. 가옥과 같이 3 차원 구조가 패널을 연결함에 의해 형성된다. 연결은 지진력을 흡수하고, 전 3 차원구조에 그것을 분산시키고, 편향골조부재는 개개의 패널에 미치는 잔류지진력을 흡수하기 위해 작용한다. 주입가능한 물질과 편향골조부재는 패널을 다각의 하중에 견디게 하고, 패널을 내화성있게 한다. Prefabricated building panels having seismic resistance, fire resistance and wind resistance are provided with a plurality of frame members. The frame members are connected to form a frame in the ribbed plane, the frame defining the perimeter of the panel, the perimeter defining the inner portion of the panel. At least some of the frame members are deflected inward in the frame plane of the inner portion of the panel. The first solidifying injectable material is injected at the inner portion of the framework between the frame members. Like a house, a three-dimensional structure is formed by connecting panels. The connection absorbs seismic forces, distributes them throughout the three-dimensional structure, and the deflection frame members act to absorb residual seismic forces on the individual panels. Injectable material and deflection frame member make the panel withstand multiple loads and make the panel fireproof.

Beam and precast building panel

Loadbearing partition elements for buildings and building constructed of such elements

A load carrying wall element (50, 90) for a building comprises a frame with at least two vertical supports (52-55, 91-94), preferably pipes, having at the upper and lower ends fixation means (56-59, 60-63, 95-97) for the connection, e.g. screw connection or fit-in connection, with a foundation, an adjoining wall element or a roofing or reinforcing element. A building includes at least two of those load carrying elements (50), opposite to each other, and preferably, however, at each of the four corners, a load carrying space cell (1, 2, 3, 4) formed by two load carrying and two no-load carrying wall elements, whose fixation means are connected to the foundation, respectively to the roof girders.

Element and method for producing an element

Keksintö koskee elementtiä (10), johon kuuluu - kaksi ulkopintalevyä (12), - liimapinta (16) sovitettuna yhden ulkopintalevyn (12) pinnalle, - kehysrakenne (20) ulkopintalevyjen (12) tukemiseksi toisiinsa välin päähän, - ainakin yksi eristekerros (14) sanottujen ulkopintalevyjen (12) välille sovitettuna kehysrakenteen (20) sisään, - toinen liimapinta (16’), sekä - imujärjestely (18) sovitettuna sanotun kehysrakenteen (20) sisään ilman imemiseksi elementin (10) sisältä, johon kuuluu ainakin yksi välikekomponentti (26) sovitettuna eristeiden (22) välille kussakin eristekerroksessa (14) liimatilan (28) muodostamiseksi, ja sanottu kehysrakenne (20) on muodostettu ulkopintalevyjen (12) tason suuntaisesti elementin (10) sisäänpäin avoimista profiileista (24). Keksinnön kohteena on myös menetelmä elementin valmistamiseksi.