Li Jinbao. RECTIFICATION OF AND REINFORCING TECHNOLOGY A LOW HIGH RISE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 128-134. doi: 10.13204/j.gyjz201003028
Citation:
Li Jinbao. RECTIFICATION OF AND REINFORCING TECHNOLOGY A LOW HIGH RISE BUILDING[J]. INDUSTRIAL CONSTRUCTION , 2010, 40(3): 128-134. doi: 10.13204/j.gyjz201003028
Li Jinbao. RECTIFICATION OF AND REINFORCING TECHNOLOGY A LOW HIGH RISE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 128-134. doi: 10.13204/j.gyjz201003028
Citation:
Li Jinbao. RECTIFICATION OF AND REINFORCING TECHNOLOGY A LOW HIGH RISE BUILDING[J]. INDUSTRIAL CONSTRUCTION , 2010, 40(3): 128-134. doi: 10.13204/j.gyjz201003028
RECTIFICATION OF AND REINFORCING TECHNOLOGY A LOW HIGH RISE BUILDING
Received Date: 2009-10-29Publish Date:
2010-03-20
Abstract
An overall housing tilt to the northeast occurred on a 11-story reinforced concrete building,due to uneven settlement of its foundation,and the maximum cumulative settlement amount of 111. 33 mm occurred at the northeast point of the building,maximum tilt amount was 6 ,which could not meet the requirements of the code,so a tilt- correction was needed. In conjunction with geologic conditions of the housing and the situation of superstructure,a certain number of static bolt-pressing piles were set on the north side to stabilize the housing settlement; then the disturbing holes were arranged on south side of the building to disturb the gravel layer at the bottom of the raft foundation,so that housing south was forced to lower,so as to achieve the purpose of correcting tilt,after returning to the design value of the building,the pressure grouting was used to reinforce the foundation. In this paper,analysis of the causes of the housing tilt,tilt correction program selection and correct operation,as well as its design and construction were described in detail.
References
[2] GB 500072002建筑地基基础设计规范[S].
CECS 225:2007建筑物移位、纠倾、增层改造技术规范[S].
[3] JGJ 792002建筑地基处理技术规范[S].
[4] JGJ 1232000既有建筑地基基础加固技术规范[S].
[5] JGJ 9494建筑桩基技术规范[S].
[6] JGJ/T 897建筑变形测量规程[S].
[7] GB 503672006混凝土结构加固设计规范[S].
[8] 张翼凌,李今保.某工程二层柱置换混凝土加固施工技术[J].工业建筑,2006,36(4):88-90.
[9] 李今保.计算机应变控制梁柱托换方法.中国,200710022247.3[P].2007.
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