SIMULATION OF CONSTRUCTION PROCESS OF LARGE BEAM STRING STRUCTURE

Peng Tian; Liu Zhenhua; Liu Xiangyu

doi:10.13204/j.gyjz201105024

Volume 41 Issue 5

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(5): 108-111,125

Peng Tian, Liu Zhenhua, Liu Xiangyu. SIMULATION OF CONSTRUCTION PROCESS OF LARGE BEAM STRING STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 108-111,125. doi: 10.13204/j.gyjz201105024

Citation:

Peng Tian, Liu Zhenhua, Liu Xiangyu. SIMULATION OF CONSTRUCTION PROCESS OF LARGE BEAM STRING STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 108-111,125. doi: 10.13204/j.gyjz201105024

Peng Tian, Liu Zhenhua, Liu Xiangyu. SIMULATION OF CONSTRUCTION PROCESS OF LARGE BEAM STRING STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 108-111,125. doi: 10.13204/j.gyjz201105024

Citation:

Peng Tian, Liu Zhenhua, Liu Xiangyu. SIMULATION OF CONSTRUCTION PROCESS OF LARGE BEAM STRING STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 108-111,125. doi: 10.13204/j.gyjz201105024

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SIMULATION OF CONSTRUCTION PROCESS OF LARGE BEAM STRING STRUCTURE

doi: 10.13204/j.gyjz201105024

1.
Shandong University,Jinan 250061,China

Received Date: 2010-04-07
Publish Date: 2011-05-20

Abstract

Abstract

It was mainly introduced the assembling, hoisting and integral installation of steel roof of a sports center.The software ANSYS was used to simulate the construction process of the steel roof.Two cable tension plans were compared and one of them was chosen as the final plan.The main feature of this plan was that it was operated step by step.Considering quicken the speeding up of construction and ensuring structure stability, the jack was moved from center to both sides of the structure and symmetric tension was done, so that it could conform the state of the design.Reasonable hoisting and tension plan made the structure be completed according to the plan.
- steel roof,
- single structure assembling,
- integral installation,
- cable tension

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References(5)

References

《建筑施工手册》(第四版)编写组.建筑施工手册[M].4版.北京:中国建筑工业出版社,2003.

[2] GB 5020522001钢结构工程施工质量验收规范[S].

[3] 何春涛,何应勇,张建.宁夏大学活动中心钢管桁架屋盖卸载施工技术[J].钢结构,2007,22(8):81-84.

[4] 李志鹏.常州市体育场游泳馆钢结构屋盖吊装施工[J].施工技术,2009(3):55-57.

[5] 郑惠平.大跨度曲线连续桁架屋盖的施工[J].工业建筑,2000,30(3):45-47.

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