A module for configuring a weighbridge has a rectangular frame with a pair of parallel side edges and a pair of parallel end edges, which are shorter than the side edges, and a pair of rails, parallel to the side edges and affixed to the end edges. The rails and end edges define an interior of the rectangular frame, arranged to have concrete poured therein. There are also means for increasing the ability of the poured concrete to handle tensile forces, located in the interior. A first of these is a plurality of rebar chair strips for locating and retaining rebars. Each of these has an elongate metal bar with a lower edge and an upper edge, along which a plurality of rebar support sites are provided in spaced-apart relationship.

A module for configuring a weighbridge has a rectangular frame with a pair of parallel side edges and a pair of parallel end edges, which are shorter than the side edges, and a pair of rails, parallel to the side edges and affixed to the end edges. The rails and end edges define an interior of the rectangular frame, arranged to have concrete poured therein. There are also means for increasing the ability of the poured concrete to handle tensile forces, located in the interior. A first of these is a plurality of rebar chair strips for locating and retaining rebars. Each of these has an elongate metal bar with a lower edge and an upper edge, along which a plurality of rebar support sites are provided in spaced-apart relationship.

A module for configuring a weighbridge has a rectangular frame with a pair of parallel side edges and a pair of parallel end edges, which are shorter than the side edges, and a pair of rails, parallel to the side edges and affixed to the end edges. The rails and end edges define an interior of the rectangular frame, arranged to have concrete poured therein. There are also means for increasing the ability of the poured concrete to handle tensile forces, located in the interior. A first of these is a plurality of rebar chair strips for locating and retaining rebars. Each of these has an elongate metal bar with a lower edge and an upper edge, along which a plurality of rebar support sites are provided in spaced-apart relationship.

Provided are an anchor pin for placing shotcrete and fixing a textile grid and a method of constructing textile grid reinforced shotcrete using the same, wherein the anchor pin allows a textile grid reinforcement to be precisely disposed at a required position and, when shotcrete is placed, prevents a textile grid reinforcement from moving due to a driving pressure for precise construction so as to increase durability and safety of the concrete structure, allows primary and secondary shotcrete to be constructed while placing thicknesses thereof are visually checked so as to increase precision of construction, and allows the textile grid reinforcement to be disposed and fixed to accurately correspond to a shape of the concrete structure even when a lower portion of a slab, a wall, and a structure with a curved surface, such as a lining of a tunnel, are built.

Provided are an anchor pin for placing shotcrete and fixing a textile grid and a method of constructing textile grid reinforced shotcrete using the same, wherein the anchor pin allows a textile grid reinforcement to be precisely disposed at a required position and, when shotcrete is placed, prevents a textile grid reinforcement from moving due to a driving pressure for precise construction so as to increase durability and safety of the concrete structure, allows primary and secondary shotcrete to be constructed while placing thicknesses thereof are visually checked so as to increase precision of construction, and allows the textile grid reinforcement to be disposed and fixed to accurately correspond to a shape of the concrete structure even when a lower portion of a slab, a wall, and a structure with a curved surface, such as a lining of a tunnel, are built.

Implementations of rebar jigs may include: a ring including a first member and a second member. The first member may be configured to couple to the second member through a second connector. The rebar jig may also include a stand including a first leg, a second leg, and a support bar. The support bar may be positioned between the first leg and the second leg. The ring may be configured to receive three or more rebar thereon through at least three pegs coupled to a perimeter of the ring. The stand may couple with the ring through two or more couplers.

A permanent spacing beam for the rapid deployment of roofing trusses on site. Such permanent spacing beams and truss ties as described may utilize a mount end, a retention end, and an elongate portion which spans the distance between the mount end and the retention end. The mount end may have a mount slot and the retention end may have a retention slot. The mount slot and the retention slot may be configured to permanently couple and mount to a first truss timber stud and an adjacent truss timber stud used in residential and commercial roof construction. Such a configuration results in a permanent truss tie being spanned between two roofing trusses thereby creating a more robust and sturdy roof construction.

A permanent spacing beam for the rapid deployment of roofing trusses on site. Such permanent spacing beams and truss ties as described may utilize a mount end, a retention end, and an elongate portion which spans the distance between the mount end and the retention end. The mount end may have a mount slot and the retention end may have a retention slot. The mount slot and the retention slot may be configured to permanently couple and mount to a first truss timber stud and an adjacent truss timber stud used in residential and commercial roof construction. Such a configuration results in a permanent truss tie being spanned between two roofing trusses thereby creating a more robust and sturdy roof construction.

A composite stud wall panel assembly, which can be used alone as a blast panel or as a module for wall or roof structures, comprises a frame including a plurality of spaced apart metal studs and metal crossbars interconnecting the studs; and a cementitious aggregate panel, one side of the metal studs being embedded in and permanently connected to the panel along the length of the studs.

A composite stud wall panel assembly, which can be used alone as a blast panel or as a module for wall or roof structures, comprises a frame including a plurality of spaced apart metal studs and metal crossbars interconnecting the studs; and a cementitious aggregate panel, one side of the metal studs being embedded in and permanently connected to the panel along the length of the studs.