The disclosure provides a system and method for constructing support structures in buildings or other projects, which can support molds for use when pouring reinforced concrete slabs. The disclosed structures can accommodate more than one molds stacked vertically one over the other, and can remain in place to define walls or other separators in the completed structure. In one embodiment, the disclosed structure is a wall panel including a frame and vertical support members. The wall panel includes features allowing the vertical stacking of multiple wall panels. A temporary bracing system is further disclosed for use when stabilizing multiple stacked panels until construction of the surrounding floor or ceiling slabs has been completed.
The disclosure provides a system and method for constructing support structures in buildings or other projects, which can support molds for use when pouring reinforced concrete slabs. The disclosed structures can accommodate more than one molds stacked vertically one over the other, and can remain in place to define walls or other separators in the completed structure. In one embodiment, the disclosed structure is a wall panel including a frame and vertical support members. The wall panel includes features allowing the vertical stacking of multiple wall panels. The wall panel includes a load distribution member in the form of a T-beam with a web portion disposed between the vertical support members.
A wall panel is configured as a load-bearing structure for supporting vertical loading in a building. The wall panel forms a frame with first and second faces configured to receive sheathing and has thickness defined between the first and second faces. The wall panel includes a plurality of vertical load-bearing columns centrally disposed between the first and second faces of the wall panel frame. A load distribution member is disposed at the top of the wall panel and is coupled to the load-bearing columns, which are supported at the bottom of the wall panel by a lower member. A plurality of sheathing supports are disposed on opposite sides of the load bearing columns, and each includes an attachment surface disposed at a distance from the load-bearing column. The attachment surfaces define the respective faces of the wall panel frame and are configured to hold the sheathing.
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