Abstract: A component building system combines both precast elements and cast-in-place elements that is cost effective, more cultural acceptance, and adaptable for constructing single story to high-rise building structures. The component building system comprises mostly open rib or closed sandwich wall panel components that are limited or non-load bearing panel connecting between main columns in the concrete frame superstructure.

Abstract: A pre-cast housing shelter unit includes: a polygonal floor surface; a plurality of pre-cast wall panels arranged in a polygonal shape adjacent the floor surface; a plurality of pre-made connectors positioned between each of the wall panels at corners of the polygonal floor surface, wherein the connectors are attached in place on the floor surface on-site; and at least one ceiling panel attached to the wall panels, wherein the housing shelter is sealed, in which the building structure is configured to support life and provide protection from disasters.

Abstract: The present invention provides a module structure and a plant construction method capable of easily attaching a facility device of a plant and shortening a plant construction period. The module structure of the present invention includes a support member which temporarily supports a facility device component to be arranged in a cell constituting a plant at a designed position and which constitutes scaffolding for attaching the facility device component and forming the cell, a box-shaped frame which is possible to be carried into inner space of the cell while fixing the support member, and joint means which is detachably attachable and which temporarily assembles the support member and the frame.

Abstract: The present invention encompasses a process for initially combining and thereafter uniting two or more modular units to one another in order thus combined to be able to form a house body, for instance a cellar-adapted house body. A liquid-resistant layer is advantageously wholly or partly to be able to cover a base slab and in any event lower wall sections allocated to the wall portion, proximal the base slab, in order principally to prevent damp permeation. A first modular unit, with in any event a first open wall portion, is placed on a substrate prepared within a building site, a second modular unit, with in any event a second open wall portion, is placed on the substrate prepared within the building site, so that an open wall portion allocated to the first modular unit will connect to an open wall portion allocated to the second modular unit. The base slab of the one modular unit and the base slab of the second module form a free space defined by the mutually facing edges of the base slabs.

Abstract: The present invention provides a structure constructed using PC members and a method of constructing the structure. In the present invention, each of PC wall members (10) of PC walls (1) has connection reinforcing bars (11) at predetermined positions. Each of PC slab members (20) of PC slabs (2) has open reinforcing bars (21), which protrude from the PC slab member (20). Supporting molds (3) are mounted to the PC wall members (10) at positions just below the connection reinforcing bars (11), so that the PC slab members (20) are placed on the supporting molds (3), such that the connection reinforcing bars (11) are overlapped with the corresponding open reinforcing bars (21) in slab areas, and connection concrete (4) is cast at a construction site such that the connection reinforcing bars (11) and the open reinforcing bars (21) are embedded in the connection concrete (4), thus integrating the PC walls (1) and the PC slabs (2) with each other.

Abstract: A protective shelter and methods for manufacturing are disclosed. A protective shelter includes a room having a plurality of sides and a roof to form an enclosed space where the sides and roof of the shelter are reinforced with a plurality of reinforcing rods and the reinforcing rods of the sides are connected to the reinforcing rods of the roof, at least one opening in one of the sides for a door to provide access to the enclosed space of the room, at least four channel base rails that have a pair of top edges, a channel bottom defined between the pair of top edges, a first end and a second end and where the base rails are incorporated into the bottom portions of each side of the room, a plurality of vertical dead bolt anchors welded to the channel bottoms of the base rails and a lower end of at least one of the reinforcing rods of the sides is wired to an upper end of one of the plurality of vertical dead bolt anchors.

Abstract: A relocatable concrete armory includes an outer vestibule and an inner vault separated by a dividing wall. A vestibule door provides entry to the concrete vestibule. A steel vault door and a security daygate are mounted to the dividing wall and provide entry to the concrete vault. The interior surface of the armory includes insulation panels embedded in concrete. The armory can be integrally lifted via removable lifting cams attached to concrete side walls. The concrete has a compressive strength of at least 15,000 psi.

Abstract: A prefabricated outbuilding may include a first vertically oriented upright, a support beam supported by the vertically oriented upright, a groove supporting structure extending over the first vertically oriented upright, a second upright to support the roof support structure, an accessory including an upper end and a lower end to support the prefabricated outbuilding. The upper end may receive the lower end of the first vertically oriented upright, and the lower end may be adapted to drive into a support surface. The support surface may be earth, and the support surface may be concrete. The lower end may include an aperture to receive rebar, and the upper and may include an aperture to receive a fastener. The prefabricated outbuilding may include a roof support beam to support a roof, and the prefabricated outbuilding may include a deck. The prefabricated outbuilding may be transportable, and the pre-fabricated outbuilding may include at least two enclosures and may include four enclosures or more.

Abstract: A building structure is formed of large, pre-formed or pre-cast structural slabs i.e., pre-cast wall panels (1) that contain a plurality of horizontally extending reinforcing members (2) that protrude out of the wall panel at its two opposite ends by a predetermined length. The pre-cast wall panel (1) further consists of a plurality of recesses (3) and projecting recess keys (4). The pre-cast wall panels (1) are placed facing each other or orthogonal to each other each such that when an imaginary line from the ends of the wall panels that are oriented towards each other, projects from the projecting reinforcing members (2), of each respective reinforced concrete pre-cast wall panel (1), these lines intersect at a common point. The gap in between the wall panels provides a means of connecting the individual pre-cast wall panels by means of a wet joint (11a, 11b, 11c, 11d). The wet joints (11b, 11c, 11d) can then act as columns 5 of a building structure.

Abstract: A relocatable concrete armory includes an outer vestibule and an inner vault separated by a dividing wall. A vestibule door provides entry to the concrete vestibule. A steel vault door and a security daygate are mounted to the dividing wall and provide entry to the concrete vault. The interior surface of the armory includes insulation panels embedded in concrete. The armory can be integrally lifted via removable lifting cams attached to concrete side walls. The concrete has a compressive strength of at least 15,000 psi.

Abstract: This invention relates to a prefabricated element (1) for a dwelling unit that is notable in that it comprises: a vertical wall (2) of approximately constant thickness comprising a front face (3), a rear face (4) and a peripheral face (5); a first lip (6) along each horizontal edge of said front face (3); a second lip (7) down each vertical edge of said front face (3); first and second ribs (8, 9) forming with the first and second lips (6, 7) a grid of cells (10) suitable for filling with insulating materials (11) and accepting an interior trim (14) to mask the entire grid; a peripheral edging (23) creating at least one bearing face and a barrier buffer; and at least first and second fixing members (20, 21) for connecting the prefabricated elements (1) to each other.

Abstract: Displacers are used in production of concrete surfaces. The displacers are embodied, for example, as plastic balls or plastic shells and are locked in lattices that are open on one side, preferably downwardly. The modules can then be pressed into a first or second concrete layer that can already contain a first reinforcement mesh. The thus produced semi-finished product can then be covered with a concrete mass during the subsequent finishing process.

Abstract: The invention relates to a method of constructing a wind energy plant and to a wind energy plant as such. In one aspect, the invention provides a method for constructing wind energy plants at lower expenses and more rapidly. According to one embodiment, a method for constructing a wind energy plant that comprises a tower that is based on a foundation and an electrical power module, the power module is mounted on the tower foundation before the tower itself is constructed. The power module includes a transformer and may optionally an inverter and/or other electrical installations, such as for example switch cabinets, that are provided for controlling the wind energy plant and/or for guiding the electrical power that is provided by the generator of the wind energy plant and that is fed to a network.

Abstract: The present invention encompasses a process for initially combining and thereafter uniting two or more modular units (1A, 1B, 1C) to one another in order thus combined to be able to form a house body (1), for instance a cellar-adapted house body. A liquid-resistant layer is advantageously wholly or partly to be able to cover a base slab and in any event lower wall sections allocated to the wall portion, proximal the base slab, in order principally to prevent damp permeation. A first modular unit (1B), with in any event a first open wall portion, is placed on a substrate prepared within a building site, a second modular unit (1C), with in any event a second open wall portion, is placed on said substrate prepared within the building site, so that an open wall portion allocated to the first modular unit (1B) will connect to an open wall portion allocated to the second modular unit (1C).

Abstract: The present invention encompasses a method, on a building site, of forming a stable and, in terms of weight, heavy modular unit under the utilisation of prefabricated, in terms of weight considerably lighter, modular unit (12) transported to the building site, where said heavy modular unit (12a) can be adapted to serve as a complete modular-built cellar unit. Said modular unit displays a base slab (14) and double-walled wall sections (10, 11) anchored to the base slab. Inner and outer wall portions (10, 11) are mutually coordinated and secured to one another via supports (18) oriented within a free space formed and structured between the wall portions. The free space is completely filled with a concrete mass, which is caused to cure or set, in order in such instance to form the in terms of weight heavy modular unit. The present invention also discloses a heavy modular unit thus produced.

Abstract: A building module has an open-ended box structure and comprises a plurality of interconnected coaxial module segments. Each segment is moulded as an open-ended box structure from a composite material. The segments are held together by elongate tie bars that form part of a lifting frame and extend substantially along the length of the module. The lifting frame comprises end frames that are embedded in end segments of the modules and that are connected to each other by the tie bars.

Abstract: Methods of constructing concrete walls that include placing a plurality of cleats along a wall perimeter, securing the cleats to a surface under the wall perimeter, placing a plurality of insulating concrete forms along the perimeter, and placing concrete into the insulating concrete forms to form the insulating concrete wall. The cleats include a base plate, a first vertical flange extending approximately perpendicular from the base plate, and a second vertical flange extending approximately parallel to the first vertical flange. The space defined by the first vertical flange, second vertical flange and the base plate, is adapted to receive a bottom portion of a form component or a bottom portion of a form. The insulating concrete forms are placed along the perimeter such that a bottom portion of the form components or a bottom portion of the form are press fit into the defined space.

Abstract: A method of constructing a building in a typically flood prone area employs a pre-cast concrete chain wall that can be set on an optional foundation or footing.

Abstract: An apparatus and method for coupling separate series or stacks of structural or shear walls of a multistory building are disclosed. The method comprises constructing a plurality of stacks of shear walls and attaching a rigid coupling member to the top of at least two of the stacks of shear walls between the stacks such that the walls are connected to the rigid coupling member and move together with the coupling member. The apparatus is a rigid coupling member, which may be a beam, such as an I-beam or rectangular beam, made from poured concrete and reinforcing steel. The coupling member may also be a wall of poured concrete and reinforcing steel. The attached rigid member acts to connect the tops of independent stacks of shear walls typically used to build multistory buildings, thereby creating a flexural moment at the top of the building that helps the building resist lateral loads.

Abstract: According to the invention, a system for slip forming a building core is disclosed. The system may include a form and a plurality of extendable mechanisms. The form may include an inner and outer frame. The outer frame and the inner frame may define a space between the inner frame and the outer frame. The form may also be configured to accept a hardenable substance in the space, where the hardenable substance may form the building core. Each of the plurality of extendable mechanisms may include a first end, a second end, and an extendable midsection. The first end may be coupled with the form. The second end may be configured to be supported with a wall of the building core. The extendable midsection may be configured to change the distance between the first end and the second end so the form may be moved to a different elevation.

Abstract: A method for constructing factory prefabricated and finished load bearing wall panels and monolithic ceiling/floor sections and modules comprised of the same for use in a single family or single story building as well as a multi-level and multi-unit building. The integrally formed wall panels are constructed of modified steel studs, rigid insulating material, and metal lathe and are factory finished with plaster or stucco like material. A void is defined by the modified steel studs window casings and door jambs. Upon erection and assembly at the job site, steel rebar is placed in such voids that are then filled with concrete, thereby eliminating the need for any additional concrete form work.

Abstract: A concrete eave method and system is disclosed which can be used in commercial or residential construction. The concrete eave formed by the system and method disclosed is separate from the roof truss system and, as such, the roof truss system is not subject directly to any upward forces that might be generated on the eave. The concrete eave disclosed may be formed using several concrete construction methods. The concrete eave can be formed using precast methods or poured-in-placed methods.

Abstract: A composite integrated module, comprising: a floor member having a plurality of frames extending in horizontal direction and a formwork placed on said frame, wherein anchor members engaged with removable tightening apparatuses from above said formwork are provided on a lower surface of said formwork.

Abstract: Forms for building and assembling water containment holders such as but not limited to inground spas, pools, manmade ponds and fountains. The forms can have an L-shape with downwardly protruding members for allowing the forms to be placed about a base foundation having receiving openings for the protruding members. Lower walls, seats and backrests can be placed about the forms to assemble the water containment holder. All the components including the base, the forms, the seats, lower walls, and backrests can be modular components that are easily transported and assembled by an individual installer.

Abstract: A volumetric modular building system comprising a reinforced concrete inverted “tee-beam” module. The module has a series of integral cross-walls which are spaced to coincide with the dimensions of the rooms and corridors constituting a section of a building, these rooms being formed by a matched pair of such modules acting in parallel, separated by, and adapted to support between them, a suspended concrete floor, external infill walls, internal partition walls, fixtures and services. The dimensional control of the modules is ensured by means of a removable structural steel framework gauge attached to and forming a part of the casting mold adjacent to the ends of the integral cross-walls. The legs of the gauge serve to locate and secure, during casting, top and bottom steel bearing-plates which are in turn separated, regulated and perforated by vertical steel tube tie-rod sleeves embedded locally near the ends of the concrete cross-walls.

Abstract: A method for making a poured-in-place concrete building having a plurality of rooms includes assembling an outer form around a periphery of a floor and positioning a plurality of unitary room forms within the periphery of the floor. Each unitary room form may include a plurality of rigid panels connected together along respective adjacent sides thereof defining a closed shape with an open bottom and an open top and having a draft thereto to facilitate removal as a unit. The method may also include pouring concrete between the outer form and adjacent unitary room forms and between adjacent unitary room forms to provide outer concrete walls and interior concrete walls, respectively, to define the rooms. Further, each of the unitary room forms may be removed as a unit from adjacent concrete walls, the outer form may be disassembled, and a roof may be provided over the rooms.