| 高层建（构）筑物沉降观测技术方案设计及变形分析 |
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| 引用本文： | 高浩,崔马军,包雍卿,黄岳林.高层建（构）筑物沉降观测技术方案设计及变形分析[J].东北测绘,2012(8):229-231. |
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| 作者姓名： | 高浩 崔马军 包雍卿 黄岳林 |
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| 作者单位： | [1]南通星光测绘服务有限公司,江苏南通226300 [2]扬州环境资源职业技术学院,江苏扬州225127 |
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| 摘 要： | 首先介绍了常规建（构）筑物沉降观测相关要求,然后给出了南通市通州区星源.和谐大厦沉降观测技术设计方案,并重点对沉降观测数据进行了分析,结果表明,就单个点而言,CJ 3最不稳定,CJ 4最稳定,但最终所有点都稳定在0～1 mm区间内,该大厦在观测周期内沉降变形稳定,符合精度要求,建议按＂沉降观测技术方案＂观测周期,继续坚持沉降观测,以监测该建（构）筑物未来的稳定性。
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| 关 键 词： | 工程测量 沉降观测 高层建（构）筑物 基准点 变形分析 |
The Design and Analysis of High-Rise Construction Subsidence Observation Technical Plan |
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| GAO Hao,CUI Ma-jun,BAO Yong-qing,HUANG Yue-lin.The Design and Analysis of High-Rise Construction Subsidence Observation Technical Plan[J].Northeast Surveying and Mapping,2012(8):229-231. |
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| Authors: | GAO Hao CUI Ma-jun BAO Yong-qing HUANG Yue-lin |
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| Institution: | 1.Nantong Xingguang Surveying and Mapping Service Co.Ltd.,Nantong 226300,China; 2.The Institute of Environmental Resource Professional Technique of Yangzhou,Yangzhou 225127,China) |
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| Abstract: | This paper firstly introduces the conventional requirement of observing construction subsidence,puts forward the technical design of Xingyuan-Hexie Mansion subsidence observation in Tongzhou District of Nantong city,focuses on the analysis of the resulting data of subsidence observation,which proves that CJ 3 is the least stable,CJ 4 is the most stable,and the subsidence of all observation points is within 1 mm.The mansion is stable in subsidence in the observation period,conforms to the requirement of subsidence accuracy.The authors propose that the observation be carried on according to subsidence observation technical plan in order to monitor the future stability of the construction. |
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| Keywords: | engineering surveying subsidence observation high-rise construction reference point deformation analysis |
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