Steel structure foundation embedded bolt structure and construction method thereof

Abstract

The invention discloses a steel structure foundation embedded bolt structure and a construction method thereof. The steel structure foundation embedded bolt structure comprises a positioning plate, wherein a plurality of positioning drilling holes allowing embedded parts to penetrate through are formed in the positioning plate; the embedded parts are fixedly connected on the positioning plate; a plurality of connecting steel bars are fixedly connected among the embedded parts; and the embedded parts and the connecting steel bars form an integral embedded part structure. According to the construction method, the construction manufacturing and installation of the steel structure foundation embedded bolt structure are achieved, the whole embedded part structure can be independently manufactured, the integrity is good, the processing can be carried out at any time, the construction speed is high, and the construction method cannot be limited by sites, and cannot be affected by the construction steps and the construction progress on a bearing platform. The embedded bolt structure can be quickly installed after binding with steel bars at the bottom of the bearing platform, the construction period cannot be affected, and the construction period process is favorably accelerated.

Description

Technical field [0001] The invention relates to the technical field of embedded bolt construction, in particular to a steel structure foundation embedded bolt structure and a construction method thereof. Background technique [0002] In the construction of the traditional embedded bolt structure of the steel structure foundation, it is necessary to bind the steel bars on the cap first, and then weld the bolts one by one. Such traditional construction has the following shortcomings: [0003] 1. Weld the bolts one by one after the steel bar is bound, which is narrow in space, inconvenient to operate, and low in work efficiency; [0004] 2. Since it is necessary to wait for the steel bars on the cap to be bound before the bolts can be welded, the workers have to wait too long, resulting in a long overall construction period; [0005] 3. The overall resistance of bolts to deformation is low. In the process of concrete pouring, due to the action of the vibrating rod, the bolts of the steel...

AI Technical Summary

Problems solved by technology

[0003] 1. The bolts are welded one by one after the steel bar binding is completed, the space is narrow, it is inconvenient to operate, and the work efficiency is low;

[0004] 2. Since it is necessary to wait for the steel bars on the cap to be bound before starting to weld the bolts, the waiting time for workers is too long, resulting in a long overall construction period;

[0005] 3. The overall resistance of bolts to deformation is low. In the process of concrete pouring, due to the action of vibrating rods, it is easy to cause the displacement of steel structure bolts

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