Construction method for lifting arch structure in zero-deformation state

A technology of an arched structure and a construction method, which is applied to the arched structure, the structure of the dome, the building components, etc., can solve the problems of high safety of the working face, high construction cost, large horizontal force of the supporting structure, etc., and saves money. The cost of construction measures, the effect of improving construction quality and reducing additional stress

Active Publication Date: 2015-03-04
ZHEJIANG JINGGONG STEEL BUILDING GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0003] The following two problems will occur during the installation of the arched structure: one is that the component itself will deform due to its own weight during hoisting, generally the middle of the arch span is deflected downward and the two ends are deformed outward, which will seriously affect the installation accuracy; the other is During the installation of such components, a large horizontal force will be generated on the supporting structures at both ends, which will greatly increase the construction cost of temporary facilities or the underlying supporting structures
This method has disadvantages such as poor construction accuracy, high working surface, poor safety, difficult construction quality assurance and high construction cost.

Method used

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  • Construction method for lifting arch structure in zero-deformation state
  • Construction method for lifting arch structure in zero-deformation state
  • Construction method for lifting arch structure in zero-deformation state

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Embodiment 1

[0065] Preferred Embodiment 1: The specific implementation method of a self-balanced cumulative lifting construction method for a large-span arched structure described in the present invention is as follows Figures 1 to 6 As shown, in this embodiment, the building is a long-span arch structure with a semicircular cross section, and a structural system of inverted triangular main arch truss + secondary truss + single-layer reticulated shell roof purlin is adopted. Due to the moderate span of the structure, it is divided into three sections, and the construction method of one lifting is adopted. Specifically include the following steps:

[0066] (1) According to the construction conditions and structural characteristics, the large-span arch structure 2 is pre-segmented into the landing part arch structure 3 on both sides and the lifting construction unit 4 in the middle.

[0067] (2) Set up a number of supporting tire frames 6, assemble and lift the construction unit 4 in situ...

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Abstract

The invention discloses a construction method for lifting an arch structure in a zero-deformation state. The construction method specifically comprises the following steps: 1, sectioning a large-span arch structure into floor arch structures and a lifting construction unit; 2, building up a support bed jig, splicing and assembling the lifting construction unit in situ and simultaneously installing the floor arch structures; 3, installing horizontal steel strands, horizontal jacks and tensioning the horizontal jacks to tension the horizontal steel strands; 4, building up lifting frames, installing lifting jacks and vertical lifting steel strands; 5, alternately tensioning the horizontal steel strands and the vertical lifting steel strands level by level so that the lifting construction unit is separated from the support bed jig; 6, lifting the lifting construction unit to a preset height to be in butt joint with the floor arch structures at two sides, thus forming the large-span arch structure; and 7, unloading and disassembling the horizontal jacks, the horizontal steel strands, the lifting jacks, the vertical lifting steel strands and the lifting frames level by level to finish the construction. The construction method has the advantages of high construction accuracy, high quality, reliable safety and low-cost construction measures.

Description

Technical field [0001] The present invention involves the construction technology field of construction structure, and specially involves a construction method of a large -span arched building steel structure. Background technique [0002] Since the period of ancient times, the arched structure has been widely used in bridges and architectural structures with its good force performance and beautiful architectural form.With the development of society and the advancement of science and technology, the use of new materials and new processes, the emergence of advanced computing theory and analysis tools, modern buildings, especially large -spanning buildings, are under high, large spans, unique shapes, etc.The direction is developed, and the arched structure is one of the most commonly used structure types in modern architecture.Using a large span arched structure as the load -bearing structure of the building structure can obtain a large -area indoor space. Therefore, in some constr...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04G21/14E04B1/32
Inventor 刘中华邢遵胜娄峰王留成李建洪叶翔胡向萍徐德号俞奇效
Owner ZHEJIANG JINGGONG STEEL BUILDING GRP
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