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Construction method for prestress of cable-stayed grid structure

A technology of grid structure and construction method, which is applied in building construction, processing of building materials, construction, etc., can solve the problems of lack of self-stability and construction difficulties, and achieves reasonable technology, compact structure and improved cable structure. The effect of support

Active Publication Date: 2015-06-24
浙江东南网架股份有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The cable-stayed reticulated shell structure is novel in shape, but the special form of the structure determines that it does not have self-stability during prestressed construction, that is, it is a "mechanism" with a high risk of overall collapse. The shell structure is a stable load-bearing structure after it is hoisted, and the existing technology is difficult to construct

Method used

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  • Construction method for prestress of cable-stayed grid structure
  • Construction method for prestress of cable-stayed grid structure
  • Construction method for prestress of cable-stayed grid structure

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Experimental program
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Effect test

Embodiment 1

[0035] Embodiment 1: as figure 1 , figure 2 , image 3 , Figure 4 , Figure 5 , Figure 6 , Figure 7 , Figure 8 and Figure 9 As shown, a prestressed construction method of a cable-stayed grid structure is carried out in the following steps:

[0036] (1), reticulated shell installation:

[0037] First set up the scaffolding 1 in the whole hall, and set the V-shaped brace 2 in the scaffold 1. The upper part of the scaffold 1 is provided with the reticulated shell 3, and the reticulated shell 3 is supported and positioned by the V-shaped brace 2; The V-shaped brace is composed of 5 evenly distributed V-shaped braces 2, and the two sets of V-shaped braces are respectively distributed at both ends of the scaffold 1, and the inner side of each group of V-shaped braces is provided with a single brace 4 that is distributed downwards. The single root support 4 is symmetrically distributed;

[0038] (2) Vertical hoisting of the mast in sections:

[0039] The ma...

Embodiment 2

[0054] Embodiment 2: A kind of construction method of cable-stayed grid structure prestressing, carries out according to the following steps:

[0055] (1), reticulated shell installation:

[0056] First set up the scaffolding 1 in the whole hall, and set the V-shaped brace 2 in the scaffold 1. The upper part of the scaffold 1 is provided with the reticulated shell 3, and the reticulated shell 3 is supported and positioned by the V-shaped brace 2; The V-shaped brace is composed of 5 evenly distributed V-shaped braces 2, and the two sets of V-shaped braces are respectively distributed at both ends of the scaffold 1, and the inner side of each group of V-shaped braces is provided with a single brace 4 that is distributed downwards. The single root support 4 is symmetrically distributed;

[0057] (2) Vertical hoisting of the mast in sections:

[0058] The mast 5 is divided into 5 sections, the mast 5 is pre-assembled first, and after the assembly is qualified, the cra...

Embodiment 3

[0073] Embodiment 3: A kind of construction method of cable-stayed grid structure prestressing is carried out according to the following steps:

[0074] (1), reticulated shell installation:

[0075] First set up the scaffolding 1 in the whole hall, and set the V-shaped brace 2 in the scaffold 1. The upper part of the scaffold 1 is provided with the reticulated shell 3, and the reticulated shell 3 is supported and positioned by the V-shaped brace 2; The V-shaped brace is composed of 5 evenly distributed V-shaped braces 2, and the two sets of V-shaped braces are respectively distributed at both ends of the scaffold 1, and the inner side of each group of V-shaped braces is provided with a single brace 4 that is distributed downwards. The single root support 4 is symmetrically distributed;

[0076] (2) Vertical hoisting of the mast in sections:

[0077] The mast 5 is divided into 5 sections, the mast 5 is pre-assembled first, and after the assembly is qualified, the cr...

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Abstract

The invention relates to a cable-stayed grid structure, particularly to a construction method for prestress of the cable-stayed grid structure. The construction method comprises the steps of installation of a grid shell, segmented and vertical lifting of masts, installation of cables and masts, inclined arrangement of the masts, tensioning of back cables, dismounting of the grid shell and tension forming. According to the construction method for the prestress of the cable-stayed grid structure, the structure is compact, the cable mode is scientific and reasonable, and the supporting force is improved.

Description

technical field [0001] The invention relates to a cable-stayed grid structure, in particular to a construction method for prestressing the cable-stayed grid structure. Background technique [0002] The cable-stayed reticulated shell structure in the prior art introduces the cable-stayed bridge technology into the space grid structure, and it is composed of three parts: mast (tower column), stay cable and space grid structure. The cable-stayed reticulated shell structure can add support points on the grid structure, divide the span of the structure, and increase the rigidity of the structure. The stay cables can apply prestress to improve and optimize the internal force distribution of the reticulated shell structure. Since the support point of the cable-stayed reticulated shell structure is on the roof, it does not affect the use of the internal space of the large-span grid structure roof. The cable-stayed reticulated shell structure is novel in shape, but the specia...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04G21/00E04G21/14
Inventor 周观根严永忠严伟忠王淞波鲍昆俞春杰赖瑞云黄君望
Owner 浙江东南网架股份有限公司