Thin-walled hollow pier reinforcing vertical binding jig frame

By designing a vertical tying frame for thin-walled hollow pier reinforcement bars and adopting a main frame and main reinforcement positioning toothed plate structure, the problem of difficult positioning and deformation of the reinforcement skeleton in the horizontal tying frame was solved, realizing precise positioning and efficient tying of the reinforcement skeleton, and improving construction efficiency and quality.

CN224548967UActive Publication Date: 2026-07-24ROAD & BRIDGE EAST CHINA ENG +1
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
ROAD & BRIDGE EAST CHINA ENG
Filing Date
2025-07-16
Publication Date
2026-07-24

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    Figure CN224548967U_ABST
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Abstract

The utility model relates to a kind of thin-walled hollow pier steel vertical binding jig frame, including main frame, main reinforcement positioning tooth plate and tooth plate support rod;The main frame includes 4 vertical rods arranged according to the four vertices of rectangle, and at least 3 layers of flat link are welded between the 4 vertical rods;Two tooth plate support rods are respectively arranged horizontally along the direction perpendicular to each flat link of main frame every flat link of main frame, and the rear end of each tooth plate support rod is connected with flat link by bolt, and the front end extends into main frame to form cantilever, two main reinforcement positioning tooth plates are arranged on the cantilever of each layer of tooth plate support rod, each main reinforcement positioning tooth plate is connected with tooth plate support rod by bolt, and a plurality of main reinforcement positioning grooves are arranged on main reinforcement positioning tooth plate.The utility model can realize the vertical binding of pier body reinforcement framework, and the main reinforcement is in vertical state on jig frame during binding, positioning is easy, steel installation precision can be guaranteed, and the reinforcement framework does not need to be turned over during lifting, and can avoid being extruded deformation.
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