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一栋住宅楼的纠倾
引用本文:陈友明,王步云,赵秀芹. 一栋住宅楼的纠倾[J]. 电力学报, 2001, 16(1): 1-6
作者姓名:陈友明  王步云  赵秀芹
作者单位:煤炭工业部太原设计研究院,山西,太原,030001
摘    要:介绍了一幢拟建 6层 ,当建至 4层时倾斜已超限的多层建筑纠倾工程。本工程采用排式竖向钻孔挤土技术 ,合理利用待施工的两层作为纠偏荷重组合 ,最终将挤土孔在基础周边构成树根桩 ,起到围箍、稳定地基、限制变形发展与提高地基承载力的效果。是多种方法组合应用的成功实例

关 键 词:房屋纠倾  竖向钻孔挤土技术  树根桩  地基围箍
文章编号:1005-6548(2001)01-0001-06
修稿时间:2000-01-16

Application of Rectification Technology to a Residence Buliding
CHEN You ming ,WANG Bu yun ,ZHAO Xiu qin. Application of Rectification Technology to a Residence Buliding[J]. Journal of Electric Power, 2001, 16(1): 1-6
Authors:CHEN You ming   WANG Bu yun   ZHAO Xiu qin
Affiliation:CHEN You ming 1,WANG Bu yun 1,ZHAO Xiu qin 1
Abstract:In this pape,principle,result and monitoring of rectification by vertical drill holes of stress relief are described briefly.The six storey brick building was constructed in 1998 on the erratic soft soil sediments.After three storeys had been completed,uneven settlement occurred.The tilting amount is more than the allowable differential settlement.For the purpose of structure safety and good use,the rectification technology may be applied to the building.The rectification work is included of vertical drill holes of stress relief and applied dead load of the fifth and sixth storey,which are yet to be built.At the same time,the confined piles surrounding foundationare estabilished on the inclined side.The monitoring result appears that the mentioned method of rectification is success.
Keywords:rectification of building  vertical drill holes of stress relief technology  root pile  confined shroud surrounding foundation  
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