COMBINED REINFORCEMENT DESIGN AND CONSTRUCTION OF STOCK YARD BUILDING OF A STEEL PLANT

Xue Jianbin; Wei Huanwei; Sun Jianping; Zhao Kaozhong

doi:10.13204/j.gyjz200706025

Volume 37 Issue 6

Dec. 2014

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Xue Jianbin, Wei Huanwei, Sun Jianping, Zhao Kaozhong. COMBINED REINFORCEMENT DESIGN AND CONSTRUCTION OF STOCK YARD BUILDING OF A STEEL PLANT[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 98-100. doi: 10.13204/j.gyjz200706025

Citation:

Xue Jianbin, Wei Huanwei, Sun Jianping, Zhao Kaozhong. COMBINED REINFORCEMENT DESIGN AND CONSTRUCTION OF STOCK YARD BUILDING OF A STEEL PLANT[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 98-100. doi: 10.13204/j.gyjz200706025

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COMBINED REINFORCEMENT DESIGN AND CONSTRUCTION OF STOCK YARD BUILDING OF A STEEL PLANT

doi: 10.13204/j.gyjz200706025

1.
1 Capital Construction Section,Shandong University Jinan 250013;
2.
2 Institute of Engineering Appraisal and Strengthening,Shandong University of Architecture and Engineering Jinan 250014

Received Date: 2006-12-20
Publish Date: 2007-06-20

Abstract

Abstract

The workshop structure is damaged by constant over-load.According to the loading features of the structure of the workshop,the reasonable reinforcement measures are provided while its normal running is not affected,such as improving whole structure rigidity and reducing vertical and horizontal deformation,then its normal running in the future will be safely ensured.
- comprehensive reinforcement,
- foundation underpinning,
- whole rigidity,
- deformation