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Construction method for adjusting distance between column grids of steel structure

A construction method and steel structure technology, applied to truss structures, columns, pier columns, etc., to achieve the effects of simple and convenient structural construction, good safety and stability, and high structural space utilization

Active Publication Date: 2022-06-10
浙江东南网架股份有限公司
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The invention mainly solves the deficiencies in the prior art that the structure is complex, greatly affected by the site, and the utilization rate of the structural space is low, and provides a construction method for adjusting the distance between the column nets of the steel structure, which has the advantages of simple and convenient structural construction, good safety and stability, Not affected by column spacing and high structural space utilization

Method used

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  • Construction method for adjusting distance between column grids of steel structure
  • Construction method for adjusting distance between column grids of steel structure
  • Construction method for adjusting distance between column grids of steel structure

Examples

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Embodiment

[0027] The steel frame support assembly 2 is composed of a steel frame column 12 and a column-beam connection frame 14 that is welded and fixed to the steel frame beam 3 at the upper end of the steel frame column 12 . When the steel frame column 12 and the column-beam connecting frame 14 are hoisted and welded, the lower end of the column-beam connecting frame 14 is supported by an auxiliary support pipe 15 . The steel bone column 12 adopts I-shaped steel 18, and the welding between the I-shaped steel 18 and the anchor bolts 7 on the concrete floor 1 is performed by the column bottom plate 16, the two sides of the lower part of the I-shaped steel 18 and the upper end surface of the column bottom plate 16 are welded and fixed. reinforcement. Four reinforcing plates 13 are used on the side of the column-beam connecting frame 14 and inside the I-beam 18 to strengthen the connection structure between the column-beam connecting frame 14 and the steel bone column 12 .

[0028] Step...

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Abstract

The invention relates to a construction method for adjusting column grid spacing of a steel structure, which belongs to the technical field of structure construction and comprises the following operation steps of: 1, pre-embedding anchor bolts before pouring a concrete bottom plate; and secondly, the pouring process of the concrete bottom plate is conducted. And thirdly, the steel rib supporting assembly is hoisted and corrected. And fourthly, after the steel rib supporting assembly is hoisted, the steel rib beam is hoisted, the two sides of the steel rib beam and the steel rib supporting assembly are connected and fixed through high-strength bolts through connecting plates, and welding and fixing between the steel rib beam and the steel rib supporting assembly are completed. And fifthly, the upper layer of the steel reinforced beam is measured, the supporting position of the box type column is determined, a mark is made on the steel reinforced beam, hoisting of the box type column is completed, correction needs to be conducted when the box type column is hoisted, and welding and fixing are completed. The structure has the advantages of being simple and convenient to construct, good in safety and stability, free of influence of column grid spacing and high in structure space utilization rate. The problem that the upper-layer column moves to any position is solved.

Description

technical field [0001] The invention relates to the technical field of steel structure construction, in particular to a construction method for adjusting the distance between column nets in a steel structure. Background technique [0002] With the rapid development of the domestic economy and the improvement of people's living standards, the functional requirements of buildings have been upgraded from simple and basic functional requirements to large-span and large spaces. In the face of a prefabricated steel structure building with a large span and a large space, the original column grid spacing will affect the aesthetics of the building and the use of functions. Therefore, in this case, seeking a safe, economical, simple and convenient solution is one of the important researches on the current prefabricated steel structure. Contents of the invention [0003] The invention mainly solves the deficiencies in the prior art that the structure is complex, greatly affected by ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G21/14E04B1/342E04C3/04E04C3/32
CPCE04G21/14E04B1/342E04C3/04E04C3/32
Inventor 周观根邵佳明何鹏程陈国东覃玲玲
Owner 浙江东南网架股份有限公司
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