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A flip-chip construction method for a large-span super-high single-story tubular building steel structure

A construction method and large-span technology, applied in building construction, construction, building materials processing, etc., can solve the problem that the hoisting height cannot meet the hoisting requirements, achieve the ability to meet the hoisting requirements, be beneficial to the construction quality, and shorten the construction period. Effect

Active Publication Date: 2017-04-19
浙江中南绿建科技集团有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The purpose of the present invention is to provide a large-span ultra-high single-layer cylindrical building steel structure flip-chip construction method to address the many shortcomings of the prior art. By providing a new installation process for large-span ultra-high single-layer cylindrical steel structures, Solve the windproof control technology for the installation of ultra-high-altitude light-weight steel structure enclosures, and effectively solve the problem that the hoisting height of existing large-scale crane construction machinery cannot meet the hoisting requirements, and solve the installation of ultra-high-altitude light-weight steel structure enclosures above 80 meters

Method used

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  • A flip-chip construction method for a large-span super-high single-story tubular building steel structure
  • A flip-chip construction method for a large-span super-high single-story tubular building steel structure
  • A flip-chip construction method for a large-span super-high single-story tubular building steel structure

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Embodiment Construction

[0036] Such as Figure 1 to Figure 7 Shown is a large-span ultra-high single-story cylindrical building steel structure flip-chip construction method of the present invention, including the following steps:

[0037] ① Clean up the foundation plane first, measure and check the released axis, pop out the axis with ink line, and set a mark on the axis of the foundation surface, and then assemble the steel structure of 60 meters on the top and its attached light steel at the level of 0 meters in situ Structural enclosure, with the 60-meter steel structure at the top and its attached light steel structure enclosure as the first process, when assembling the steel structure and light steel structure enclosure, the center position of the overall structure is positioned and adjusted Height difference, and non-destructive testing of the weld joint;

[0038] ② The lifting tooling system 1 is installed in place, and the number and location of the lifting tooling system 1 are determined a...

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Abstract

The invention discloses an upside-down construction method for a large-span ultra-high signal-layer cylindrical architectural steel structure. The upside-down construction method comprises following steps: firstly, assembling a steel structure with the top having 60 meters and an attached light steel structure enclosure at the elevation height of zero meter in the horizontal position on site, installing lifting tool structures right in place and determining number and positions of arranged tool systems and connected with a main steel structure temporarily, vertically lifting the steel structure with the top having 60 meters and the attached light steel structure enclosure, installing an internal steel structure, successively performing subsequent lifting operation in accordance with the above programs till the pre-determined lifting height is achieved and installation is finished, detaching the lifting tool structures and carrying out rod-supplementing operation at lifting tool positions, and installing a light steel structure enclosure at the elevation height of 60 meters and below. The upside-down construction method for the large-span ultra-high signal-layer cylindrical architectural steel structure has following beneficial effects: wind-resistant control technology for installation of a super-altitude light steel structure enclosure is realized; the problem that the lifting height of a conventional large lifting construction machine cannot satisfy the capability for the lifting requirement is solved; and the light steel structure enclosure at the elevation height of above 60 meters is installed.

Description

technical field [0001] The invention relates to the field of steel structure construction engineering, in particular to an inversion construction method for a large-span ultra-high single-layer cylindrical building steel structure. Background technique [0002] With the development of society and the advancement of technology, super-large equipment and instruments have appeared. The production, assembly and maintenance of these ultra-large equipment and instruments need to be operated in large-span and super-high space workshops, so large-span and super-high space workshops began to emerge one after another. [0003] At present, the construction technology of large-span and super-high space workshops is limited by many large-scale lifting construction machinery, such as: 1. There are few or no large-scale lifting machinery equipment rental markets; 2. Even if super-large construction equipment is used, construction costs will be incurred Larger; 3. For the light-weight stee...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B1/342E04G21/14
Inventor 王宇伟袁国平郭振亮何海於国飞蒋永扬余家明
Owner 浙江中南绿建科技集团有限公司
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