Capping beam steel reinforcement framework shaping binding bench

Abstract

The invention discloses a capping beam steel reinforcement framework shaping binding bench. The capping beam steel reinforcement framework shaping binding bench comprises a main bracket, an operationassisting platform bracket, an end part cross rod, an end part vertical rod, a bottom clamping groove, a side surface movable clamping buckle and a top movable clamping buckle; the main bracket comprises a main cross beam, a main bracket outrigger, a side beam and a side vertical rod; the main bracket outrigger is positioned under the main cross beam; the side vertical rod is positioned above themain bracket outrigger on one side; multiple groove openings are formed in the bottom clamping groove; the distances between the groove openings are equal to the distances between framework sheet steel reinforcements, and the groove openings are formed in the upper part of the main cross beam; the side surface movable clamping buckle is transversely arranged; the top movable clamping buckle is transversely arranged; and two groove openings are formed in the top movable clamping buckle. According to the capping beam steel reinforcement framework shaping binding bench, the construction quality of a capping beam steel reinforcement framework is improved, the thickness standard rate of a concrete protective layer is increased, the durability of the concrete is enhanced, and meanwhile, the construction progress is accelerated, the cost is saved, and the construction safety risk is reduced.

Description

technical field [0001] The invention belongs to the technical field of bridge engineering, and in particular relates to a shaped binding platform for a steel bar frame of a cover beam. Background technique [0002] During the assembly process of the steel bars of the cover beam, scaffolding or simple support frames are usually used for assembly. The positioning of the steel bars of the cover beam is completely controlled manually, which requires a large number of people to work, and the labor intensity is high. The assembly operation is difficult, low in efficiency, and the finished cover The accuracy of the beam skeleton is not high, and it is prone to tilting and collapsing, causing safety accidents and other problems. [0003] Gansu Road and Bridge Construction Group Co., Ltd. is in the construction of the cover beams of several bridge projects such as the Huangshan Gendi Super Bridge in the TY04 contract section of the Tianyong Expressway. At the same time, it speeds up...

AI Technical Summary

Problems solved by technology

[0002] During the assembly process of the steel bars of the cover beams, scaffolding or simple support frames are usually used for assembly. The positioning of the steel bars of the cover beams is completely controlled manually, which requires a large number of people and is labor-intensive, and the assembly operation is difficult and inefficient. The accuracy of the beam skeleton is not high, and it is prone to tilting and collapse, causing safety accidents and other problems

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