Extra-large-area hyperboloid welding ball network frame sliding construction method

A super-large-area, construction-method technology, which is applied in construction, building structure, and building material processing, can solve problems such as the difficulty of super-large-area hyperboloid welded ball net truss construction, to ensure flatness and construction quality, and to ensure The effect of sliding speed and convenient construction

Active Publication Date: 2011-08-10
CHINA CONSTR EIGHT ENG DIV CORP LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0007] The purpose of the present invention is to provide a super-large-area hyperboloid welded ball net frame sliding construction method to solve the problem that the super-large-area hyperboloid welded ball net frame is difficult to construct

Method used

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  • Extra-large-area hyperboloid welding ball network frame sliding construction method
  • Extra-large-area hyperboloid welding ball network frame sliding construction method
  • Extra-large-area hyperboloid welding ball network frame sliding construction method

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Embodiment Construction

[0032] The present invention will be described in detail below in conjunction with the accompanying drawings.

[0033] See figure 1 , which is a flow chart of an embodiment of the sliding construction method of the ultra-large-area hyperboloid welded ball net frame of the present invention, which includes the following steps:

[0034] S101, laying the sliding track.

[0035] S102, building a skid tire frame on the skid track.

[0036] S103, hoisting the welded ball grid frame into pieces on the skid tire frame for assembly.

[0037] S104, sliding the welded ball grid frame block to the installation position as a whole.

[0038] S105, adjust the height of the welded ball grid frame block, and make it in place on the supporting structure.

[0039] S106, embedding different welded ball net frames into blocks to form super large-area welded ball net frames.

[0040] See figure 2 , which is a schematic diagram of a super-large roof grid structure system. The roof 21 is compo...

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Abstract

The invention provides an extra-large-area hyperboloid welding ball network frame sliding construction method, which comprises the following steps of: (1) laying a sliding rail; (2) building a sliding jig frame on the sliding rail; (3) hoisting welding ball network frame blocks to the sliding jig frame; (4) wholly sliding the welding ball network frame blocks to a mounting position; (5) adjustingthe heights of the welding ball network frame blocks and positioning the welding ball network frame blocks on a supporting structure; and (6) inlaying different welding ball network frame blocks to form an extra-large-area welding ball network frame. The invention has the advantages that: the method solves the problem that the extra-large welding ball network frame structure is difficult to construct, the construction is convenient and the safety is high.

Description

[0001] technical field [0002] The invention relates to the field of building construction, in particular to a sliding construction method of a super-large-area hyperboloid welded ball net frame. Background technique [0003] Welded ball grid is a grid structure with a wide range of applications. It can be used in industrial buildings such as warehouses and factories. Corridors, station waiting halls and other public buildings. For the small-scale welded ball net frame, it can be hoisted directly by the crane as a whole, but in the current construction process, more and more super large welded ball net frames have been encountered, resulting in many problems during the construction process: [0004] 1. In the specific construction process, the space is limited, and it is impossible to realize the overall assembly of the super large welded ball net frame, and then hoist it. [0005] 2. The bearing capacity of the lower reinforced concrete structure cannot meet the load req...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G21/14
Inventor 唐际宇戈祥林石金荣廖功华张勋胜郭鹏吴柳宁范波
Owner CHINA CONSTR EIGHT ENG DIV CORP LTD
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