A connecting structure of a laminated slab and a steel bar truss floor
By using top and bottom reinforcement bars to penetrate the composite slab and the steel truss floor slab, combined with the connection method of support negative reinforcement, angle steel and anchor bars, the problems of water leakage and structural damage in the connection between the composite slab and the steel truss floor slab are solved, and a more stable connection structure is achieved.
CN224451983UActive Publication Date: 2026-07-03CHINA NAT CHEM ENG NO 16 CONSTR
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- CHINA NAT CHEM ENG NO 16 CONSTR
- Filing Date
- 2025-06-25
- Publication Date
- 2026-07-03
Smart Images
Figure CN224451983U_ABST
Abstract
This utility model relates to a connection structure between a composite slab and a steel truss floor slab, comprising a structural body, a composite slab, a steel truss floor slab, top reinforcement bars, and bottom reinforcement bars. The structural body has opposing first and second side walls. The composite slab is disposed on the first side wall; the steel truss floor slab is disposed on the second side wall; the top reinforcement bars are disposed within the composite slab, with one end penetrating the structural body and extending into the steel truss floor slab; the bottom reinforcement bars are disposed within the composite slab and arranged opposite to the top reinforcement bars, with one end penetrating the structural body and extending into the steel truss floor slab. This application connects the composite slab and the steel truss floor slab into a single unit by extending the top and bottom reinforcement bars into the steel truss floor slab, which can reduce construction joints and avoid the risk of structural leakage.
Need to check novelty before this filing date? Find Prior Art