Patent classifications
E04C2/384
System for manufacturing a composite building element
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 characterized 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.
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.
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.
Temporary, non-load bearing wall assembly
A temporary, non-load bearing wall panel that when joined together with other one or more like panels, is used as a barrier (also known as a barricade wall) that keeps a construction area, vacant store, or any other undesirable element out of the reach and view of pedestrians. If required by the end user, the panels could be laminated with a visual graphic for reasons of aesthetic enhancement, advertisement of service, announcement of future business expectations, etc. A door and/or window display, dust curtains, etc. may be added to the panels as dictated by the end user.
AN ARRANGEMENT AND METHOD
A building system and a method for constructing a building, the system (100) comprising plurality of prefabricated elements (I), the element (1) comprising: a self-supporting insulation panel (2) comprising a rigid insulation material, —a metal frame (3), comprising a pair of sub-frames. The length of the sub-frame (7a, 7b) has a cross-section comprising an attaching arm (10) extending along the corresponding edge surface (6a, 6b), and an intruding section (11) arranged in the attaching arm (10), the intruding section (II) intruding into the insulation element (5). A box-type structure (12) is arranged distally from the intruding section (11) and comprising a closed or partly open construction. The building system further comprises a connecting element (4), having a cross-section basically a shape of a U-profile. The connecting element (4) is arranged on sub-frames (7a, 7b) of two adjacent elements (1).
CONCRETE CONSTRUCTION OF MODULAR DESIGN`
The invention relates to a concrete construction of modular design, comprising at least two upright precast concrete wall elements (7, 7′, . . . , 7″′) 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 (1) is anchored in one of the narrow sides and the opposite narrow side has a recess or depression (8) in which a further honeycomb support (1′) is anchored in such a way that, when mounting the narrow sides of the two precast concrete wall elements (7, 7′), the two honeycomb supports (1, 1′) can be connected by connecting means (9) with the formation of the vertical joint (16).
IN-FRAME SHEAR WALL
Embodiments of the invention relate to structural panel systems, and in particular in-frame fluted panel systems. The in-frame fluted panel systems allow for improved strength and/or ductility within a reduced wall thickness by installing the fluted panels within the framing of the support members in various configurations. The in-frame fluted panel systems further allows for easier construction and lower costs than conventional systems that have fluted panels located outside of the support members.
Wall system
A wall system comprising at least one wall module and at least one linking element is provided. Said wall module comprising a substantially rectangular plate (3), said rectangular plate comprising two side edges (5a, 5b), each comprising a side edge bent configuration (11), wherein said side edge bent configuration comprises a first side bend (13a), a second side bend (13b) and a third side bend (13c), wherein all three side bends (13a,b,c) are substantially 180° or 160-200° and are provided along different bending lines being parallel with the side edges (5a, 5b) of the plate. Said linking element comprises an elongated rectangular plate (33; 33′) comprising two side parts (45a, 45b: 45a′, 45b′) along a length of said plate (33; 33′) and a middle part (47; 47′) along the length of said plate between said two side parts, wherein said two side parts (45a, 45b; 45a′, 45b′) comprises locking features (43a, 43b; 201; 43a′, 43b; 43a″; 43b″; 43a′″; 43b′″), wherein the radius of the second side bend (13b) of the wall module is provided such that a side part (45a, 45b; 45a′, 45b′) of the linking element (31; 31′; 31″; 31′″; 31″) can be provided into an opening (17) between first and third bent side parts (15a, 15c) of the wall module and during the connection will be passing a third bent side part (15c) which finally will lock a side part (45a, 45b; 45a′, 45b′) of the linking element (31; 31′; 31″; 31′″; 31′″) within the side edge bent configuration (11) of the wall module (1) when a wall module and a linking element have been connected.
Structural wall panels for use in light-frame construction and methods of construction employing structural wall panels
A structural wall panel includes an elongated shared structural framing member and one or more elongated intermediate structural framing members. An elongated top track is connected to a top end of each of the framing members. An inner sheet of suitable sheet material may be secured to the framing members so as to form an inner face of the structural wall panel, while an outer sheet of suitable sheet material may be secured to the framing members so as to form an outer face of the structural wall panel opposite the inner face. The elongated top track and inner and outer sheets are aligned on the framing members so as to form a male receiver at one lateral side of the panel and a female receiving structure along the opposite lateral side of the panel.
Constructive arrangement introduced in module for panels intended for the construction of prefabricated buildings
A constructive arrangement introduced in module for panels intended to the construction of prefabricated buildings. The modules for the construction of prefabricated buildings, having the objective of facilitating the handling and portability of each module; as well as increasing the structural strength of the module, and, consequently, of the panels composed of such modules. The constructive arrangement comprises of a module consisting of a galvanized metal sheet, folded at the ends, configuring characteristic profiles in the shape of an open socket, and a closed socket, capable of configuring panels by conjoining the modules screwed together and grouped by the upper and lower profiles, characterized by having stiffening ribs near the central portion of the sheets, and stiffening ribs near the profiles.