Abstract: The invention discloses a mitigating method comprising a reinforcement scheme for upgrading progressive collapse resistance of a floor system prone to column failure, the method comprising adding a plurality of diagonal steel bars in the vicinity of a potentially failed column, thereby developing a post-tensioning axial compressive force in the floor beams of the floor system. Steel bars or links left over from construction sites as well as used steel bars and structural steel sections from demolition sites are used/reused as the plurality of diagonal steel bars to mitigate progressive collapse of framed structures under potential column failure. Depending on a number and configuration of the added diagonal steel bars, the percentage increases in the beam axial compressive force, catenary action capacity, total dissipated energy, and maximum vertical displacement by the mitigated floor system ranged between 104.5% and 161.3%, 105.1% and 180.5%, 115% and 241.8%, and 106% and 167.4%, respectively.

Abstract: A steel-concrete composite bridge deck slab with steel tube-perfobond rib shear connectors and a method for constructing the same. The steel-concrete composite bridge deck slab structurally includes a steel bottom plate, a concrete layer, transverse perforated steel plate units provided on the steel bottom plate, steel grids arranged on upper surfaces of the transverse perforated steel plate units and longitudinal steel tubes arranged in an inserted manner on the transverse perforated steel plate units.

Abstract: 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.

Abstract: This invention refers to a weight-lightening disc for making light reinforced concrete structures such as slabs, prefabricated slabs, foundation slabs, partition walls and beams; to a mesh, specifically designed for this invention and to the construction method to make such structures. The method allows manufacturing the components that make it possible to construct buildings with light reinforced concrete structures. The field of application of the invention is construction in general, such as houses, buildings and bridges. The invention provides a solution to the problem of lightening of the structures, including a construction method that comprises a set of weight-lightening discs in combination with electro-welded meshes (specially designed for the each specific thickness of the slab) and the hooks that hold together the meshes. The compound of elements and the method allow lightening minimum-thickness slabs.

Abstract: The present invention provides a method of improving the ductility of a structural member, such as a reinforced concrete beam or column, by providing a region of increased compression yielding in the compression zone of the plastic hinge region or nearby. This can be achieved by forming a mechanism provided in the compression zone to provide the ductile compression zone.

Abstract: Concrete lumber replacement can be made to exact measurements and cuts. Once placed in the structure, it would make the structure more durable under severe weather conditions. It also deters insects that can destroy the structure over time. Concrete is a fire retardant. If a fire happens, the foundation and frame will still be intact. To date, concrete has never been used in framing. In return, it will conserve trees and lower the overall cost to build the structure.

Abstract: A framework and method of forming a single pour concrete form for walls and ceiling of a safe room. The walls secure to a concrete slab with concrete anchors. C-channel ceiling joists attach on top of vertical metal wall studs to which plywood is secured on each side to define walls forms. A metal web blocking piece attaches between adjacent ceiling joists and is spaced apart from the ends of the ceiling joist to form concrete flow channels between the ceiling and walls. A plywood strip seals between the metal web blocking pieces and the plywood on the interior walls to funnels concrete into the wall forms. Corrugated metal decking is secured to the top of the ceiling joists creating a ceiling form that does not extend to the plywood on the exterior walls, thus providing access openings for cement to flow from the ceiling form into the wall forms.

Abstract: Embodiments of a deck assembly module for a steel framed building include a modular concrete deck platform. The platform includes a concrete slab having a top major surface and a bottom major surface and a structural grid pattern of reinforcing bar within the concrete slab. The concrete slab further includes a shear connector opening on a side surface of a side of the concrete slab. The shear connector opening is a recess on the side surface of the concrete slab. The platform further includes an integrated attachment assembly within the shear connector opening on the side of the concrete slab. The integrated attachment assembly includes a shear connector rebar including an extension of continuous reinforcing bar extending out of the shear connector opening and back into the shear connector opening. The shear connector rebar and the shear connector opening form a closed loop.

Abstract: A reinforced mine ventilation seal anchored with steel dowels into the strata of a mine passageway. The seal has a pair of metal mats formed of vertical and horizontal elongated reinforcing members that are sandwiched between a row of dowels set into the floor and ceiling of the passageway and extending into the passageway. The metal mats and the dowels are encased in a structural material such as concrete to form a seal which is capable of bidirectionally withstanding an overpressure due to an explosion. The dowels provide shear reinforcement and the metal mats provide flexural strength.

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

Abstract: The present disclosure relates to a steel joist assembly for use in association with a concrete slab and being adapted to form a composite steel joist including a steel joist and a pair of end connectors. The steel joist has a top portion with a generally planar top surface and a planar web generally orthogonal to the generally planar top surface. An end connector is attached at each end of the steel joist. Each end connector has a strut and a diagonal member. The strut has a generally planar bottom surface which is attached to a portion of the generally planar top surface of the steel joist and the diagonal member is attached at one end thereof to the strut and at the other end thereof to a portion of the planar web of the steel joist.

Abstract: A building structure comprising a support structure having upper portion extending to adjacent a floor structure above the support structure and adapted to receive stand-off fasteners there along, a plurality of stand-off fasteners each having a lower portion and an upper portion, where the lower portion of the stand-off fasteners comprises a self-drilling end portion and an adjacent thread-forming portion and, when installed into the upper portion of the support structure, at least a portion of the upper portion of each stand-off fastener extends significantly above the upper portion of the support structure, a cementitious wall structure formed above the upper portion of the wall structure with the upper portions of the stand-off fasteners encapsulated in the cementitious wall structure.

Abstract: Cementitious construction system that employs beams with utility voids, special screws coordinated with AAC anchoring inserts, and interlocking fastening systems that make possible a precast building requiring no welding and having all the structural advantages of a poured in place structure but which is constructed in less time and cost than existing precast systems.

Abstract: A framing structure includes elements that are integrally connected by a poured bonding core. The elements include a hollow-interior column having an opening in a wall that allows access to the interior and a beam having a cavity that is configured to receive a pourable bonding material. The beam is positioned with respect to the column such that the cavity is aligned with the opening. Flooring sections are supported by the beams.

Abstract: A panel includes a core having a top, a bottom, a first side and a second side. The panel includes a first cap disposed on the top. The panel includes a second cap disposed on the bottom. The panel includes a first grid disposed adjacent the first side. The panel includes a second grid disposed adjacent the second side. The first cap and the second cap and the first grid and the second grid defining a frame which envelopes and holds the core without piercing through the core. A stopping. An overcast. A method for building a wall.

Abstract: Methods and apparatus are provided for lining one or more surfaces of concrete structures during fabrication thereof. A structure-lining apparatus comprises a plurality of structure-lining panels and a plurality of concrete-anchoring components. The panels, which may extend in longitudinal and transverse directions, are interconnected to one another in edge-to-edge relationship at their transverse edges to line at least a portion of the interior of the structural form. The concrete-anchoring components extend in an inward/outward direction from the panels. The concrete-anchoring components may: be integrally formed with the panels; connect to the panels via suitably configured connector components; and/or connect edge-adjacent panels to one another. The concrete-anchoring components may comprise concrete-anchoring features which may extend in the longitudinal and transverse directions (e.g. in a plane parallel to the panels) to provide concrete-anchoring surfaces.

Abstract: The present invention relates generally to a steel reinforcing structure 10 for concrete according to one embodiment of the invention. The steel reinforcing structure is in the form of a cage 10 comprising six (6) reinforcing bars arranged substantially parallel to one another including a pair of common reinforcing bars 12A and 126 located intermediate two (2) pairs of opposing reinforcing bars 14A/B and 16A/B. The reinforcing cage 10 also comprises a plurality of spiral ties including one pair of spiral ties 18A and 18B located on one side of the reinforcing cage 10, and another pair of spiral ties 20A and 20B located on an opposite side of the reinforcing cage 10. The pair of spiral ties 18A/18B on the left hand side of the reinforcing cage 10 are formed in a clockwise direction whereas the other pair of spiral ties 20A/20B on the right hand side of the reinforcing cage 10 are formed in an anticlockwise direction forming a set of the spiral ties.

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: Embodiments of a slab based building system implementing a modular grid are presented herein. The square or rectangular grid may incorporate a connection point with vertical adjustment means for providing precise location of the grid elements relative to each other. An edge form is adapted to attach to the grid system. Additional building elements, such as pre-fabricated walls may be attached at the connection points.

Abstract: A composite building construction system comprising a frame, an expanded wallboard, and a concrete layer. The wallboard comprises an outer portion and inset portion wherein the wallboard is attached to the frame with the outer portion covering an exterior side of the frame and the inset portion is disposed within the frame. The wallboard thus provides exterior and interior insulation for the system. The concrete layer is sprayed on to the outer portion of said wallboard, forming a strong durable composite construction system. One or more rebar supports may be attached to the frame at the exterior side by key bolts and are spaced apart from the wallboard. A wire grid may be attached to the key bolts whereby the grid and the rebar supports provide a support structure for the concrete layer. The frame comprises steel and the wallboard comprises insulative expanded polystyrene.

Abstract: A calcium sulfoaluminate-based concrete with a permeability of less than 1000 Coulombs. Rapid-setting low chloride-ion permeability calcium sulfoaluminate (CSA) cements and concretes include CSA and a suitable polymer such as a sol-gel derived, organic-inorganic, silica based hybrid coating solutions of polystyrene-butylacrylate polymers containing active silanol groups protected by hydroxyl groups containing polyalcohol, or other polymers. Such polymers may be added as powders or as liquid in the finish mill. Other rapid-setting low chloride-ion permeability (CSA) cements and concretes include CSA with selected particle size distributions, and do not require use of any polymer. These CSA cements and concretes have low chloride-ion permeability, high early strength, fast setting times, low-shrinkage, and high freeze-thaw resistance.

Abstract: A floor formwork system is disclosed. The floor formwork system comprises a form member having a reinforcement beam attached to a surface of the form member. The reinforcement beam of the floor formwork system is positioned and attached in grooves within or on the contact surface of the form member. The reinforcement beam comprises a plurality of longitudinal rods or members, one or more of which are connected by a diagonal support member. Concrete is added to the assembled form member and reinforcement beam so as to create a floor or ceiling, or other structure. A method of assembling the formwork system and use for preparation for a floor or ceiling is also disclosed.

Abstract: Provided is a reinforced concrete partitioning structure that can exhibit electromagnetic shield function against an electromagnetic wave at target frequency. It includes an RC wall to attenuate an electromagnetic wave at target frequency propagating from an inner space to an outer space, a concrete portion having a thickness in a direction from the inner space to the outer space, and a front reinforcing bar lattice which forms a reinforcing bar plane in lattice at a position along the thickness of the concrete portion. The front reinforcing bar lattice has a plurality of longitudinal bars arranged at fixed spacing, and a plurality of transverse bars arranged at fixed spacing to intersect the longitudinal bars. The spacings of the longitudinal bars and transverse bars are adjusted according to the wavelength of an electromagnetic wave at the target frequency.

Abstract: A foundation system is disclosed that is used when building a structure on expansive soils. The foundation system includes a vertical wall that prevents moisture from migrating beyond the vertical wall into the zone of influence under the foundation. The prevention of the moisture migration into the zone of influence precludes damage to the foundation and structure caused by expansive soils.

Abstract: Providing a half precast slab even in a case where the thickness of the slab in the site condition is too thick to apply conventional precast construction techniques. A half precast slab including a plurality of floor concrete form members and, each floor concrete form member being provided with: a bottom slab of a long length, in response to the floor concrete form member; a pair of side walls installed upright along each longitudinal edge of the bottom slab, in response to the floor concrete form member; thereby, each floor concrete form member is arranged so as to be parallel to each other and be tightly connected to the adjacent floor concrete form member, along the direction perpendicular to the longitudinal direction of each floor concrete form member; the height of the side walls other than the side walls on the most outer edge sides of the whole floor concrete form members is set at a common height that is smaller than the height of the side walls on the most outer edge sides.

Abstract: This invention relates to a dual panel composite truss having a pair of spaced apart prestressed concrete panels having a versatile and adaptive structurally supporting end bearing truss on the ends thereof. The end bearing truss incorporates a versatile and adaptive structural support on each end of the composite truss. The end bearing truss is formed as an integral part of the composite truss for supporting the ends of the composite truss when the composite truss is used for the floors or ceiling of a building. The end bearing truss advantageously forms each end of each concrete panel form for the concrete pour when making each concrete panel.

Abstract: A building structure comprising a support structure having upper portion extending to adjacent a floor structure above the support structure and adapted to receive stand-off fasteners there along, a plurality of stand-off fasteners each having a lower portion and an upper portion, where the lower portion of the stand-off fasteners comprises a self-drilling end portion and an adjacent thread-forming portion and, when installed into the upper portion of the support structure, at least a portion of the upper portion of each stand-off fastener extends significantly above the upper portion of the support structure, a cementitious wall structure formed above the upper portion of the wall structure with the upper portions of the stand-off fasteners encapsulated in the cementitious wall structure.

Abstract: A system and method of constructing a composite floor system having increased shear transfer between a slab and support members of the system is described. The composite floor system may include any combination of the following elements: a support member, a reinforcing member, a transfer member, a decking material, a fastener, and/or a slab. The transfer member may be connected to the support member.

Abstract: The present invention provides a method of improving the ductility of a structural member, such as a reinforced concrete beam or column, by providing a region of increased compression yielding in the compression zone of the plastic hinge region or nearby. This can be achieved by using ductile compressive material in the compression zone, or by forming a mechanism provided in the compression zone to provide the ductile compression zone.

Abstract: A process for the production of panels (10) with integrated insulation in particular for the production of buildings, includes the following stages: pouring a concrete that includes natural fibers into a mold M to form an interior surface (12) of the panel, pouring a light hydrophobic concrete, with reinforcements, to form an exterior surface (14) of the panel, adjustment of reinforcements (28) on the edge of each panel to ensure a cottering and adjustment of chain reinforcements (32). Also described are the panels obtained by the process.

Abstract: The composite joist floor system includes joists supporting metal decking and a stand-off fasteners are spaced along the length of the joist Each fastener has an upper portion with a through hardness between HRB 70 and HRC 40 and a lower portion having a threaded portion with a through hardness of between HRB 70 and HRC 40 and a thread-forming portion adjacent the threaded portion with at least a HRC 50 hardness and failure torque to thread-forming torque of at least 3.0 and a drive torque at least 20% less than a thread-forming torque, and a fluted lead portion adjacent the thread-forming portion with a nominal diameter between 70 and 95% of major diameter of the threaded portion adapted to form a fastener opening. These stand-off fasteners extend into and are encapsulated by a cementitious slab supported by the metal decking to form a composite floor system.

Abstract: A form used in a concrete platform is configured so that a connecting member is detachably attached so that top end parts of a concrete side walls are connected with the connecting member. The connecting member is for connecting the top end parts of the concrete side walls to form the load portion by pouring concrete into the form. The form includes reinforcement members provided to extend linearly in a longitudinal direction inside the concrete side walls and inside a concrete bottom plate. The connecting member has an elongated member that is formed to have substantially same length as a width of a gap between the pair of concrete side walls of the form, and an adjusting part that enables an attachment part to move along a top surface of a table-deck portion.

Abstract: A composite building construction system comprising a frame, an expanded wallboard, and a concrete layer. The wallboard comprises an outer portion and inset portion wherein the wallboard is attached to the frame with the outer portion covering an exterior side of the frame and the inset portion is disposed within the frame. The wallboard thus provides exterior and interior insulation for the system. The concrete layer is sprayed on to the outer portion of said wallboard, forming a strong durable composite construction system. One or more rebar supports may be attached to the frame at the exterior side by key bolts and are spaced apart from the wallboard. A wire grid may be attached to the key bolts whereby the grid and the rebar supports provide a support structure for the concrete layer. The frame comprises steel and the wallboard comprises insulative expanded polystyrene.

Abstract: Reinforcement bars for concrete structures, comprising continuous, parallel fibers, made of basalt, carbon, glass fiber, or the like, embedded in a cured matrix, each bar being made of at least one fiber bundle comprising a number of parallel, cylindrical cross section fibers and said bars being provided with a surface shape and/or texture which contributes to good bonding with the concrete. Part of the surface of each bar being deformed prior to or during the curing by: a) strings of an elastic or inelastic, and/or b) at least one deformed section of each reinforcement bar; thereby producing a roughened surface.

Abstract: Provided is a process for producing a concrete platform to which an object to be supported is fixed, including: a step of forming form having a pair of concrete side walls and a concrete bottom slab that connects the pair of side walls (S2); a step of setting the form on a plurality of piers (S3); and a step of pouring concrete into the form that is set on the plurality of piers (S6).

Abstract: An apparatus for supporting a concrete floor includes at least two joist assemblies. Each joist assembly includes a male frame member and a female frame member. A plurality of top joist clips retain a top of the male frame member against the female frame member and a plurality of bottom joist clips retain a bottom of the male frame against the female frame member. A plurality of bottom and top straps are used to retain a distance between two adjacent joist assemblies. A cross brace is used to retain a distance between two adjacent joist assemblies. A deck panel is retained and supported between two adjacent joist assemblies. Concrete is poured over a top of the deck panel to form a composite floor system. An exterior insulating finishing system is attached to the concrete, while it is still wet to form a composite wall system.

Abstract: A system for fabricating a slab from a construction material having both unhardened and hardened states includes a form panel unit and a pair of spaced structural supporting members. The supporting members are adapted for assisting in supporting said slab made the construction material. The form panel unit includes a panel member adapted for use as part of a form to retain said construction material when in an unhardened state and has generally opposed upper and lower surfaces. The panel unit also has at least one reinforcement unit having at least one reinforcement member mounted above the upper surface of the panel member is interconnected to the panel member. The form panel unit is configured so that the panel member can be positioned between the supporting members, such that said unhardened construction material can be retained above the upper surface of the panel member to permit hardening of said construction material from its unhardened state to its hardened state.

Abstract: Method of producing a wall-floor reinforced concrete construction in which use is made of prefabricated permanent shuttering systems made up of a wall shuttering system (100) with two shuttering panels (101; 103) and a floor shuttering system (120) which comprises a base plate (123) with a multiplicity of individual longitudinal bars (121) next to one another which are each fastened by means of a multiplicity of stirrups (122) on the base plate (123) at a distance above the base plate in such a way that they come to lie in the lower region of the floor (171) to be produced. The connecting element between the wall and floor that is used is a coupling reinforcement (150) which, on one side, is fastened into the wall shuttering system (100) and, on the other side, to the individual longitudinal bars (121) of the floor shuttering system (120) which extend perpendicularly to the wall shuttering system (100).

Abstract: A reinforced mine ventilation seal anchored with steel dowels into the strata of a mine passageway. The seal has a pair of metal mats formed of vertical and horizontal elongated reinforcing members which are sandwiched between a row of dowels set into the floor and ceiling of the passageway and extending into the passageway. The metal mats and the dowels are encased in a structural material such as concrete to form a seal which is capable of bidirectionally withstanding an overpressure due to an explosion. The dowels provide shear reinforcement and the metal mats provide flexural strength.

Abstract: A composite floor panel includes a concrete floor deck having a side portion and an edge member secured to the side portion. The edge member is configured to be positioned in proximity to an adjacent edge member. The adjacent edge member is coupled to an adjacent concrete floor deck. The edge member is further configured to have a junction formed between the edge member and the adjacent edge member to define a channel. The edge member is further configured to have a binder material placed in the channel to form a joint between the concrete floor deck and the adjacent concrete floor deck.

Abstract: A construction element of reinforced-concrete panel (1) in which is embedded a reinforcement framework includes at least one main framework layer extending along a tensioned outer face (11) of the element (1) and to which an inner framework (3) is attached for securing to the concrete, extending to the thickness of the element (1), the latter being produced, after the placement of the reinforcement framework, by pouring concrete onto a thin continuous wall (2) forming a sacrificial formwork. The thin wall (2) forming the sacrificial formwork extends along the tensioned face (11) of the element (1) and at the same time forms the main framework layer of the element (1), the nature and thickness of the thin wall (2) being determined so as to withstand the tensile stresses generated by the forces applied to the element (1) without the risk of separation from the concrete.

Abstract: A lightweight floor slab comprises a meshy shuttering (1), a metal mesh (3) and cement mortars (2), wherein the meshy shuttering (1) and the metal mesh (3) are formed to a whole by filing the cement mortars (2).

Abstract: A reinforced shrinkage compensating concrete slab has a major outer and inner faces defining a slab thickness and a centroid portion surrounded by a peripheral portion having outer peripheral edges defining a bulkhead length and width. A first plurality of reinforcing bars is embedded within the concrete slab on a plane which is substantially parallel to the major outer and inner faces. The first reinforcing bars extend in a first array having a first dimension defining a first on-centers-each-way orientation. A second plurality of reinforcing bars is embedded within the peripheral portion of the concrete slab in a second array which is a substantially intersecting and coplanar construction in relation to the first reinforcing bars. The second plurality of reinforcing bars are restricted to the peripheral portion and aligned with the expansive and shrinkage forces on a second dimension defining a second on-centers-each-way orientation so that the expansive and shrinkage forces are restrained.

Abstract: A building frame resistant to earthquakes, gale-force wind loads, fire, insects and rot includes a peripheral frame wall constructed of square or rectangular steel tubing. Side wall frame modules bolted together along adjacent edges, and end wall modules bolted together along adjacent edges and to the ends of the connected side wall modules form the peripheral frame wall. Diagonal bracing is built into selected side and end wall modules as required for the desired degree of wind resistance. Trusses made of various size tube such as 2×3 inch rectangular steel tubing for supporting a roof on the peripheral wall, are assembled and welded in a welding shop and the prefabricated trusses and wall modules are trucked to the building site. Multiple stones may be erected and fastened together, and the building frame is secured to a foundation or slab by attaching to anchor bolts or plates.

Abstract: A pre-fabrication of a modular reinforcement cage for high-rise concrete construction is provided. The primary vertical bars, often referred to as the longitudinal bars, are held in formation by a set of templates that are manufactured to the design of the construction. These templates ensure accurate placement of the vertical bars and provides great rigidity for the module when being placed in the field. The main vertical bars can have thread-like deformations along the length of the bar, and are locked in place by use of compatible hardware against the templates. Multiple modules can then be stacked and coupled by use of mechanical couplings as construction continues.

Abstract: Providing a half precast slab even in a case where the thickness of the slab in the site condition is too thick to apply conventional precast construction techniques. A half precast slab including a plurality of floor concrete form members and, each floor concrete form member being provided with: a bottom slab of a long length, in response to the floor concrete form member; a pair of side walls installed upright along each longitudinal edge of the bottom slab, in response to the floor concrete form member; thereby, each floor concrete form member is arranged so as to be parallel to each other and be tightly connected to the adjacent floor concrete form member, along the direction perpendicular to the longitudinal direction of each floor concrete form member; the height of the side walls other than the side walls on the most outer edge sides of the whole floor concrete form members is set at a common height that is smaller than the height of the side walls on the most outer edge sides.

Abstract: A pre-fabrication of a modular reinforcement cage for high-rise concrete construction is provided. The primary vertical bars, often referred to as the longitudinal bars, are held in formation by a set of templates that are manufactured to the design of the construction. These templates ensure accurate placement of the vertical bars and provides great rigidity for the module when being placed in the field. The main vertical bars can have thread-like deformations along the length of the bar, and are locked in place by use of compatible hardware against the templates. Multiple modules can then be stacked and coupled by use of mechanical couplings as construction continues.

Abstract: A floor formwork system is disclosed. The floor formwork system comprises a form member having a reinforcement beam attached to a surface of the form member. The reinforcement beam of the floor formwork system is positioned and attached in grooves within or on the contact surface of the form member. The reinforcement beam comprises a plurality of longitudinal rods or members, one or more of which are connected by a diagonal support member. Concrete is added to the assembled form member and reinforcement beam so as to create a floor or ceiling, or other structure. A method of assembling the formwork system and use for preparation for a floor or ceiling is also disclosed.

Abstract: Method and device for strengthening and lightening floor and roof framing, where the beams and the compression slab are firmly integrated, making it possible to easily recover the moulds or blocks lightening the framing. The method uses several devices, prefabricated beams, moulds, mesh, concrete laid on site and where necessary reinforcing rods. The devices comprise essentially: a section, two bolts and a pin. The section will be tensile-stress resistant and folded into a “U” shape to match the beams. The method involves affixing the device, wrapped transversally around the beam. Likewise, and several devices can be affixed along each beam. The beams are then placed on their walls or girders, parallel and separated depending on the moulds, then the moulds are seated in the protruding segments of the bolts of the device until the spans are covered, affixing reinforcing rods in the sides of the device where necessary. The mesh is then laid by attaching it to the ends of the devices.

Abstract: A deck assembly module is disclosed. The deck assembly module can be installed into the steel frame of a steel framed building. The deck assembly module includes a cellular metal deck. In an embodiment, the cellular metal deck includes a bottom plate having a top major surface and a bottom major surface, an angled decking sheet, and fireproof insulation. The angled decking sheet is angled to form a repeating pattern of troughs and peaks, the angled decking is attached to the top major surface of the bottom plate, and the fireproof insulation is located in channels formed by the peaks of the angled decking sheet and the top surface of the bottom plate and the angled decking sheet. The deck assembly module may also include a concrete portion that includes a top major surface, referred to as a concrete deck.