CALCULATION AND ANALYSIS OF REINFORCED FLOOR FOR TRAVEL OF LARGE TRACK HOISTER

Wang Junjie; Hao Jiping; Zheng Jiang; Zhong Weihui; Xu Chongliang

doi:10.13204/j.gyjz20081029

Volume 38 Issue 10

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(10): 118-120

Wang Junjie, Hao Jiping, Zheng Jiang, Zhong Weihui, Xu Chongliang. CALCULATION AND ANALYSIS OF REINFORCED FLOOR FOR TRAVEL OF LARGE TRACK HOISTER[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 118-120. doi: 10.13204/j.gyjz20081029

Citation:

Wang Junjie, Hao Jiping, Zheng Jiang, Zhong Weihui, Xu Chongliang. CALCULATION AND ANALYSIS OF REINFORCED FLOOR FOR TRAVEL OF LARGE TRACK HOISTER[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 118-120. doi: 10.13204/j.gyjz20081029

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CALCULATION AND ANALYSIS OF REINFORCED FLOOR FOR TRAVEL OF LARGE TRACK HOISTER

doi: 10.13204/j.gyjz20081029

1.
1. School of Civil Engineering,Xi’an University of Architecture &Technology Xi’an 710055;
2.
2. Guangzhou Branch of No.3 Engineering Bureau’s Steel Structure Co.,Ltd Under China Construction Guangzhou 510095

Received Date: 2008-02-04
Publish Date: 2008-10-20

Abstract

Abstract

As the construction of steel structure of Guangzhou Opera House is very special,the builders adopt a 250t track hoister walking on the concrete floor to cooperate with tower cranes in hoisting and installation.So the concrete floor has to be reinforced.ANSYS is used to calculate the reinforced floor,whose results are contrasted with the site test data.The result of experiment is in accordance with the theoretical prediction.The method of analyzing reinforced floor is effective and will be worthful for construction.
- track hoister,
- scaffold,
- finite element analysis,
- site test