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Construction method for large steel structural embedded part in dense reinforcement distribution region

A construction method and a technology of embedded parts, which are applied in the directions of manufacturing tools, metal processing, building construction, etc., can solve the problems of complex structure of embedded parts of truss supports, cumbersome installation and construction of spiral hoops, and difficulties in positioning and reinforcement, and achieve economical Outstanding technical benefits, shortened post-operation time, and high construction efficiency

Active Publication Date: 2016-06-08
JINAN CHANGXING CONSTR GRP
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  • Abstract
  • Description
  • Claims
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Problems solved by technology

[0002] In recent years, with the rapid development of the construction industry, in addition to meeting the basic requirements, the design functions of modern building structures have added requirements such as landscape and artistry, which has led to the emergence of a large number of reinforced concrete structures with complex structures and various forms during construction. , some of the embedded parts of the truss support in the steel structure of the main building are quite complex and difficult to construct
[0003] Generally, pre-embedded large-scale steel structure components are usually positioned and installed first, and then followed by subsequent processes such as steel bar binding. The installation of parts will make the subsequent steel bar binding and spiral hoop installation and construction quite cumbersome. If the structure also involves prestressed anchor cables, its positioning and reinforcement will be extremely difficult.

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  • Construction method for large steel structural embedded part in dense reinforcement distribution region
  • Construction method for large steel structural embedded part in dense reinforcement distribution region
  • Construction method for large steel structural embedded part in dense reinforcement distribution region

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Embodiment Construction

[0042] Below in conjunction with accompanying drawing, the present invention will be further described, but protection scope of the present invention is not limited to this:

[0043] In this embodiment, the installation process requirements of the concrete pouring formwork, the construction technical requirements of steel bar binding, the construction process requirements of concrete pouring, the welding process requirements, etc. belong to conventional technologies, and will not be repeated here, focusing on the dense reinforcement area involved in the present invention The implementation method of the construction of large-scale steel structure embedded parts.

[0044] figure 1 It is the front view of the structure of the large-scale steel structure embedded parts in the dense reinforcement area of ​​the present invention, figure 2 It is a top view of the structure of the large-scale steel structure embedded parts in the dense reinforcement area of ​​the present invention,...

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Abstract

The invention relates to a construction method for a large steel structural embedded part in a dense reinforcement distribution region. The method comprises the steps of mounting a bottom die and binding girder stirrups; binding a longitudinal main reinforcement; mounting transverse lacing wires and split bolts; mounting a bottom supporting frame; lifting a bottom plate of the embedded part; mounting a main side plate of the embedded part; mounting connecting reinforcements; lifting an auxiliary side plate of the embedded part; lifting an internal stiffened steel plate of the embedded part; mounting a connecting cover plate; mounting and reinforcing a template; performing concrete pouring; performing concrete curing; re-checking the position of the embedded part; and the like. With the adoption of the technology, firstly the steel reinforcements are bound with a post method, previously the main reinforcement is disconnected in the position of the embedded part, and the embedded part is lifted and assembled after the steel reinforcements are bound, so that the construction difficulties in subsequent steel reinforcement binding, stirrup mounting, prestress anchor cable positioning and reinforcement, and the like in a large steel structural embedded part project are effectively overcome; and therefore, the method has the advantages of capability of greatly shortening the later operation time, high construction efficiency and the like.

Description

technical field [0001] The invention belongs to the field of steel structure engineering, and specifically relates to a pre-embedded construction suitable for large-scale steel structure components, especially suitable for the installation and construction of large-scale steel structure pre-embedded parts in densely-arranged areas. The construction method of the piece. Background technique [0002] In recent years, with the rapid development of the construction industry, in addition to meeting the basic requirements, the design functions of modern building structures have added requirements such as landscape and artistry, which has led to the emergence of a large number of reinforced concrete structures with complex structures and various forms during construction. , some of the embedded parts of the truss support in the steel structure of the main building are quite complex and difficult to construct. [0003] Generally, pre-embedded large-scale steel structure components ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/41E04G21/12
CPCE04B1/41E04B2001/4192E04G21/12B23K1/0008B23K35/22B23K35/26B23K35/262B23K2101/36C22C13/00C22C28/00
Inventor 王新泉
Owner JINAN CHANGXING CONSTR GRP
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