High-capacity beam and modular grid shoring systems
AssigneeBond Formwork Systems, LLC
InventorBradley D. A. Bond
Life of this patent
Estimating the term…
Loading patent…
AssigneeBond Formwork Systems, LLC
InventorBradley D. A. Bond
Estimating the term…
A high-capacity beam includes interoperable features conformant with the pretexting modular grid shoring system including conformant interface rails and conformant end caps that removably engage with the conformant interface rails. The truss portion of the high-capacity beam has the same width and a greater height compared to the truss portion of the low-capacity beam. The high-capacity beam may also include a conformant T-slot and beveled end faces on respective opposing sides of the high-capacity truss portion. A nominal 8-foot length of the modular high-capacity beam weighs less than about 50 lbs., while a nominal 6-foot length of the low-capacity beam weighs less than about 40 lbs. A grid shoring assembly utilizing the high-capacity main beams is rated for supporting a nominal 13-inch concrete platform, while a grid shoring assembly utilizing the low-capacity main beams is rated for supporting a nominal 6-inch concrete platform.
A high-capacity beam for supporting a nominal 13-inch thick concrete platform in a modular grid shoring system comprising low-capacity beams for supporting a nominal 6-inch thick concrete platform, comprising:
A modular grid shoring system comprising a set of interoperable modular grid shoring system components including high-capacity beams for supporting a nominal 13-inch thick concrete platform and low-capacity beams for supporting a nominal 6-inch thick concrete platform, joists and drop heads, each low-capacity beam comprising a pair of conformant interface portions extending in a longitudinal direction on opposing sides of the low-capacity beam, each conformant interface portion defining a conformant interface rail configured for receiving conformant end caps supporting respective joists extending in a transverse direction, each conformant interface portion further comprising a pair of conformant end caps attached to and substantially filling a frontal end face of a respective conformant interface portion, each low-capacity beam further comprising a low-capacity truss portion extending from a bottom side of the conformant interface portion, each high-capacity beam comprising:
A high-capacity beam for supporting a nominal 13-inch thick concrete platform in a modular grid shoring system, comprising:
A high-capacity beam for supporting a nominal 13-inch thick concrete platform in a modular grid shoring system, comprising:
Dependencies are inferred from the claim text.