RECTIFICATION OF A SIX-STOREY DWELLING HOUSE WITH SERIOUS DECLINATION

Jia Yigang; Zhao Jun; Yang Depin; Tu Xuwen; Pan Qiujiang

doi:10.13204/j.gyjz200701027

Volume 37 Issue 1

Dec. 2014

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Jia Yigang, Zhao Jun, Yang Depin, Tu Xuwen, Pan Qiujiang. RECTIFICATION OF A SIX-STOREY DWELLING HOUSE WITH SERIOUS DECLINATION[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 107-109. doi: 10.13204/j.gyjz200701027

Citation:

Jia Yigang, Zhao Jun, Yang Depin, Tu Xuwen, Pan Qiujiang. RECTIFICATION OF A SIX-STOREY DWELLING HOUSE WITH SERIOUS DECLINATION[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 107-109. doi: 10.13204/j.gyjz200701027

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RECTIFICATION OF A SIX-STOREY DWELLING HOUSE WITH SERIOUS DECLINATION

doi: 10.13204/j.gyjz200701027

1.
1 Nanchang University Nanchang 330029;
2.
2 Nanchang Education Institute Nanchang 330049;
3.
3 Jiangxi Engineering Company of Nonferrous Metallurgy Yingtan 335000

Received Date: 2006-06-20
Publish Date: 2007-01-20

Abstract

Abstract

A six-storey dwelling house in serious declination with 556 mm maximum drift of the roof plate due to the differential settlement of the foundation of the building has been rectified by strengthening with statically pressed bolt pile and digging through the foundation plate.The conceptual design method, the procedure of construction supervision and control,and the way to steady settlement of the foundation are recommended which may be a reference for engineering design and technology research.
- dwelling house,
- statically pressed bolt pile,
- digging,
- building rectification