Zhang Yankun, Liu Yanghua, Song Xiaoruan. EXPERIMENTAL STUDY ON FLEXURAL BEARING CAPACITY OF PROFILED STEEL SHEET-LIGHT-WEIGHT AGGREGATE CONCRETE FLOOR SLABS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 83-85. doi: 10.13204/j.gyjz200808021
Citation:
Zhang Weixi, Chen Ping, Zhao Dong Zhang, Yanqiang. APPLICATION OF UNDERPINNING BY MANUAL PIPE-JACKING IN THE CONSERVATION OF HISTORICAL MASONRY CONSTRUCTIONS[J]. INDUSTRIAL CONSTRUCTION , 2011, 41(3): 127-130,62. doi: 10.13204/j.gyjz201103025
Zhang Yankun, Liu Yanghua, Song Xiaoruan. EXPERIMENTAL STUDY ON FLEXURAL BEARING CAPACITY OF PROFILED STEEL SHEET-LIGHT-WEIGHT AGGREGATE CONCRETE FLOOR SLABS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 83-85. doi: 10.13204/j.gyjz200808021
Citation:
Zhang Weixi, Chen Ping, Zhao Dong Zhang, Yanqiang. APPLICATION OF UNDERPINNING BY MANUAL PIPE-JACKING IN THE CONSERVATION OF HISTORICAL MASONRY CONSTRUCTIONS[J]. INDUSTRIAL CONSTRUCTION , 2011, 41(3): 127-130,62. doi: 10.13204/j.gyjz201103025
APPLICATION OF UNDERPINNING BY MANUAL PIPE-JACKING IN THE CONSERVATION OF HISTORICAL MASONRY CONSTRUCTIONS
Received Date: 2010-02-01Publish Date:
2011-03-20
Abstract
The structural damages,which result from the inadequate bearing capacity or the asymmetric support of foundation,are one of the crucial works in the conservation of historical masonry constructions.Firstly,the box girders are slowly and evenly jacked by the manual pipe jacking technique,and then casting the core beam to form a whole,so the construction is gradually situated on a traywith sufficient rigidity.Consequently,the structural damages caused by the inadequate bearing capacity or the asymmetric support of foundation are thoroughly treated.According to a practical engineering,the principle of the underpinning by manual pipe-jacking,the design of the box-section beam,the techniques of jacking are investigated in detail,and some suggestions and specific implementation measures are presented.
References
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