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Overhanging operation platform

An operating platform and overhanging technology, which is applied in the direction of building structure support, building structure support, building structure support scaffolding, etc., can solve problems such as large shear walls, and achieve the effects of improving safety, saving costs, and improving convenience

Pending Publication Date: 2021-05-28
中建四局华南建设有限公司 +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, for the removal of the cantilevered I-beam in the shear wall, the usual method is to chisel and remove the I-beam indoors, or use the cantilevered steel pipe frame method to open holes in the shear wall and cantilever the steel pipe frame for construction work. The hole in the shear wall is relatively large, and it needs to be repaired with a hanging basket or a spider man in the later stage. Both methods need to be optimized in terms of safe operation and construction cost

Method used

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Embodiment Construction

[0023] Orientation terms such as up, down, left, right, front, back, front, back, top, and bottom that are mentioned or may be mentioned in this specification are defined relative to their structures, and they are relative concepts. Therefore, it is possible to make corresponding changes according to its different positions and different usage states. Accordingly, these or other directional terms should not be construed as limiting terms.

[0024] The implementations described in the following exemplary examples do not represent all implementations consistent with the present disclosure. Rather, they are merely examples of approaches consistent with aspects of the disclosure as recited in the appended claims.

[0025] The terminology used in the present disclosure is for the purpose of describing particular embodiments only, and is not intended to limit the present disclosure. As used in this disclosure and the appended claims, the singular forms "a", "the", and "the" are in...

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Abstract

The invention discloses an overhanging operation platform. The overhanging operation platform comprises overhanging main beams, connecting beams, vertical rods, connecting assemblies and fixing assemblies; the overhanging main beams are evenly distributed in the transverse direction of a shear wall and perpendicularly fixed to the outer side of the shear wall through the fixing assemblies, the fixing assemblies comprise fixing steel plates, fixing bolts and fixing nuts, the ends of the overhanging main beams are welded and fixed to the fixing steel plates, the fixing bolts penetrate from the outer side of the shear wall to the inner side of the shear wall so as to fix the fixing steel plates to the outer side of the shear wall, and the fixing nuts are screwed at the ends, located on the inner side of the shear wall, of the fixing bolts; the connecting beams are erected on the upper portions of the overhanging main beams, the connecting beams are arranged on the upper portions of the two ends of the overhanging main beams, and the connecting beams are fixedly connected with the overhanging main beams through the connecting assemblies; and the vertical rods are arranged on the upper portions of the two connecting beams in the length direction. According to the overhanging operation platform, the overhanging operation platform is more convenient to install and higher in safety, and the construction cost can be saved.

Description

technical field [0001] The invention relates to the technical field of construction engineering, in particular to a cantilevered operating platform. Background technique [0002] In the current construction of super high-rise buildings, multi-section cantilevered outer frames are mainly used for building peripheral protection. Due to the long construction period, the cost of steel pipe leasing and tower crane leasing will be too high, so most construction companies currently use cantilevered outer frames. The frame is disassembled in sections from bottom to top. However, for the removal of the cantilevered I-beam in the shear wall, the usual method is to chisel and remove the I-beam indoors, or use the cantilevered steel pipe frame method to open holes in the shear wall and cantilever the steel pipe frame for construction work. The holes in the shear wall are relatively large, and it needs to be repaired with a hanging basket or a spider man in the later stage. Both methods...

Claims

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Application Information

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IPC IPC(8): E04G3/18E04G5/00E04G5/04
CPCE04G3/18E04G5/00E04G5/001E04G5/046
Inventor 李育权时明雪杨浩
Owner 中建四局华南建设有限公司
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