| 某高校综合楼移位工程实践 |
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| 引用本文： | 张宗敏,张新中. 某高校综合楼移位工程实践[J]. 建筑技术, 2010, 41(6): 542-544 |
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| 作者姓名： | 张宗敏 张新中 |
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| 作者单位： | 华北水利水电学院,450011,郑州 |
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| 摘 要： | 某高校的7层框架结构办公教学综合楼因新规划需整体移位,在该工程移位方案设计中,针对工程体型狭长且纵向移位的特点,通过独特的基础设计、采用前拉后推、沿全长施力的施力体系、严格的沉降差控制、有效的同步监测及防振措施等保障了工程的安全进行。
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| 关 键 词： | 整体移位 托换加固体系 伸缩缝 |
DISPLACEMENT ENGINEERING PRACTICE OF AN ACADEMY GENERAL BUILDING |
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| ZHANG Zong-min,ZHANG Xin-zhong. DISPLACEMENT ENGINEERING PRACTICE OF AN ACADEMY GENERAL BUILDING[J]. Architecture Technology, 2010, 41(6): 542-544 |
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| Authors: | ZHANG Zong-min ZHANG Xin-zhong |
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| Affiliation: | (North China Institute of Water Consevancy and Hydroelectric Power, 450011, Zhengzhou, China) |
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| Abstract: | According to the new planning, the 7-storey general building adopting frame structure in an academy will be displaced as a whole. Considering that the general building is long and it will be displaced longitudinally, the safe engineering construction is guaranteed by adopting a series of measures, such as special foundation design, force application system of ＂pull at the front and push at the back, apply force along the full length＂, strict control on settlement difference, effective synchronous monitor and vibration-proof measure. |
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| Keywords: | whole displacement strengthening system exchange by supporting expansion joint |
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