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建筑物倾斜的纠偏加固综合治理实践
引用本文:刘毓氚,朱长歧,陈卫东,陈福全. 建筑物倾斜的纠偏加固综合治理实践[J]. 岩土力学, 2000, 21(4): 420-422
作者姓名:刘毓氚  朱长歧  陈卫东  陈福全
作者单位:1. 中国科学院武汉岩土力学研究所,湖北武汉 430071
2. 河南省信阳市建设局招标办,河南信阳 464000
3. 福建省建筑专科学校,福建福州 350007
摘    要:某8层楼由于地基承载力不足,基底压力分布不均匀及下卧淤泥质粘土层过厚,在其建成后发现向北倾斜7.2‰,为此制订了锚杆静压桩加固和地基应力解除法纠偏的综合治理方案并付之实施,施工历时2个月,效果良好。

关 键 词:纠偏 地基加固 桩基础 应力分布 锚杆静压桩
文章编号:1000-7598-(2000)04-0420-03
修稿时间:1999-10-15

Synthetical improvement practice for inclination rectification and reinforcement of inclined building
LIU Yu-chuan,CHEN wei-dong,ZHU Chang-qi,CHEN Fu-quan. Synthetical improvement practice for inclination rectification and reinforcement of inclined building[J]. Rock and Soil Mechanics, 2000, 21(4): 420-422
Authors:LIU Yu-chuan  CHEN wei-dong  ZHU Chang-qi  CHEN Fu-quan
Abstract:Because of insufficient bearing capacity,nonuniform stress distribution and overthick silty clay,the 8-story building was Found 7.1?leaning to the north after construction.A synthetical scheme to improve the inclination is made by which the building is re- Inforced by static bolt-pressing piles and ground foundation stess is relieved.The whole improving work last two months,gaining favour- Able effects.
Keywords:inclination rectification  ground reinforce  pile foundation
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