A web belt, web frame and formwork component containing a web reinforcement

By adopting a mesh strip and space frame structure with web reinforcement, a double-layer, two-way steel reinforcement distribution formwork-free floor slab is formed, which solves the problem of insufficient connection integrity and seismic resistance of traditional steel truss floor slabs in prefabricated buildings, and achieves efficient and economical construction and seismic performance.

CN224338515UActive Publication Date: 2026-06-09李藏柱
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
李藏柱
Filing Date
2023-12-29
Publication Date
2026-06-09

AI Technical Summary

Technical Problem

In existing prefabricated concrete structure systems, the overall connection and seismic resistance of horizontal members are difficult to meet design requirements. Traditional steel truss floor slabs require secondary on-site reinforcement binding, which leads to increased material consumption, increased self-weight, low construction efficiency, and high cost.

Method used

By adopting a mesh strip and space frame structure with web reinforcement, and setting diagonal support reinforcement between the horizontal reinforcement and web reinforcement, a double-layer bidirectional reinforcement distribution is formed. Combined with the formwork steel mesh and the steel frame, prefabricated formwork-free floor slabs and wall panels can be achieved, avoiding the need for on-site binding of horizontal reinforcement.

Benefits of technology

It improved construction efficiency, reduced material and labor costs, enhanced the rigidity and seismic resistance of the floor slabs, solved the deformation problem during transportation and hoisting, and achieved efficient and economical structural connections.

✦ Generated by Eureka AI based on patent content.

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  • Figure CN224338515U_ABST
    Figure CN224338515U_ABST
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Abstract

The utility model discloses a net belt, net frame and exempt from disassembly mould component containing abdominal muscle relates to floor slab structure technical field, wherein, net belt is arranged perpendicularly with first horizontal reinforcement, second horizontal reinforcement through many abdominal muscles and is connected together, and net frame is perpendicularly connected with net belt and is composed through first transverse reinforcement, second transverse reinforcement, exempt from disassembly mould component containing abdominal muscle, including net frame, mesh and formwork, mesh and formwork are connected in one side of net frame and form exempt from disassembly mould component, exempt from disassembly mould component horizontal placement as exempt from disassembly mould floor slab uses, exempt from disassembly mould component vertical placement as exempt from disassembly mould wallboard uses, and both fill concrete and form the building reinforcement main structure after being connected. The utility model discloses double -deck bidirectional structure effectively improved the strength of floor slab, realizes the lap joint structure between adjacent floor slab, and does not need to bind individually, and this exempt from disassembly mould floor slab is prefabricated in factory, and it is convenient to whole hoisting once completion in construction site, improves the operation efficiency.
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