APPLICATION OF PRESTRESSED ANCHOR IN THE STAMPING EQUIPMENT RIBBON TRENCH

Ma Zhibin; Wang Yulin; Wang Xibang

doi:10.13204/j.gyjz200809004

Volume 38 Issue 9

Dec. 2014

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Ma Zhibin, Wang Yulin, Wang Xibang. APPLICATION OF PRESTRESSED ANCHOR IN THE STAMPING EQUIPMENT RIBBON TRENCH[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 10-12. doi: 10.13204/j.gyjz200809004

Citation:

Ma Zhibin, Wang Yulin, Wang Xibang. APPLICATION OF PRESTRESSED ANCHOR IN THE STAMPING EQUIPMENT RIBBON TRENCH[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 10-12. doi: 10.13204/j.gyjz200809004

Ma Zhibin, Wang Yulin, Wang Xibang. APPLICATION OF PRESTRESSED ANCHOR IN THE STAMPING EQUIPMENT RIBBON TRENCH[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 10-12. doi: 10.13204/j.gyjz200809004

Citation:

Ma Zhibin, Wang Yulin, Wang Xibang. APPLICATION OF PRESTRESSED ANCHOR IN THE STAMPING EQUIPMENT RIBBON TRENCH[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 10-12. doi: 10.13204/j.gyjz200809004

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APPLICATION OF PRESTRESSED ANCHOR IN THE STAMPING EQUIPMENT RIBBON TRENCH

doi: 10.13204/j.gyjz200809004

1.
MMI Planning &Engineering Institute IX Changchun 130011

Received Date: 2008-03-15
Publish Date: 2008-09-20

Abstract

Abstract

It is introduced the constructing of stamping equipment ribbon trench that is inside a completed factory building and close to its foundation since area confined.On the condition that the maximum depth of stamping equipment ribbon trench is 4.5 m deeper than the workshop foundation,the method of bored piles with prestressed anchors is adopted to ensure the stability of the existing building;and the relevant data on basic testing and acceptance testing of prestressed anchors are also given.
- stamping equipment,
- ribbon trench,
- prestressed anchor

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References(1)

References

孙更生,郑大同.软土地基与地下工程.北京:中国建筑工业出版社,1984

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