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Construction method of outrigger truss structure

An outrigger truss and construction method technology, applied in special structures, building components, building structures, etc., can solve the problem that outrigger trusses cannot be fixed in time, and achieve the effect of releasing stress and ensuring construction quality

Active Publication Date: 2020-12-15
SHANGHAI CONSTRUCTION GROUP +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0007] In order to release the "additional stress of the outrigger truss" and solve the problem of "the outrigger truss cannot be fastened in time during the construction of the overall building structure", eliminate the influence of the outrigger truss on the construction process, and improve construction efficiency. Construction method of outrigger truss structure

Method used

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  • Construction method of outrigger truss structure
  • Construction method of outrigger truss structure
  • Construction method of outrigger truss structure

Examples

Experimental program
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Effect test

Embodiment 1

[0046] A construction method of an outrigger truss structure provided in this embodiment, the technical scheme is as follows:

[0047] refer to figure 1 The outrigger truss structure includes an upper chord 100 and a lower chord 200 arranged in parallel, and a diagonal member 300 arranged obliquely between the upper chord 100 and the lower chord 200, and the two ends of the diagonal member 300 pass through the gusset plate 400 respectively Connected with the upper chord 100 and the lower chord 200, the upper chord 100 includes a left upper chord 101 and a right upper chord 102, the lower chord 200 includes a left lower chord 201 and a right lower chord 202, the diagonal The rod 300 includes a left diagonal rod 301 and a right diagonal rod 302; between the left upper chord 101 and the right upper chord 102, the left lower chord 201 and the right lower chord 202, the left diagonal rod 301 and A vertical sliding device 500 for one-way control of displacement is respectively arra...

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Abstract

The invention provides a construction method of an outrigger truss structure in order to release additional stress of the outrigger truss, solve the problem that the outrigger truss cannot be fixedlyconnected in time in the construction process of a building overall structure, eliminate the influence of the outrigger truss on the construction procedures and improve the construction efficiency. The construction method of the outrigger truss structure is used for connecting an outer frame column structure and a core tube structure. When stress is generated between different building structuresdue to differential deformation, vertical sliding devices used for one-way control over displacement can make the two sides of the outrigger truss structure slide mutually, so that the stress is released, and the construction quality is guaranteed.

Description

technical field [0001] The invention belongs to the technical field of building engineering construction, and in particular relates to a construction method of an outrigger truss structure. Background technique [0002] The continuous increase in the height of the building structure will lead to problems such as the decrease of the lateral stiffness of the overall structure of the building and the lengthening of the basic period of the structure. Under the action of lateral force, the lateral displacement of the structure increases, and the bottom of the structure is subjected to different degrees of tension, which intensifies the P-Δ effect of the structure. [0003] After years of research and practice, the engineering community has successfully adopted the method of setting horizontal outrigger reinforcement layers to increase the lateral stiffness of the structure to control the lateral displacement of the structure. The principle of the outrigger truss is to coordinate...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/34E04B1/35E04G21/18
CPCE04B1/34E04B1/35E04G21/185E04B2001/3577
Inventor 伍小平李鸿晶焦常科赵少康
Owner SHANGHAI CONSTRUCTION GROUP
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