| 高层建筑物基准点稳定性及沉降监测数据分析 |
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| 引用本文： | 王涛,袁曼飞.高层建筑物基准点稳定性及沉降监测数据分析[J].测绘与空间地理信息,2015(3):7-9. |
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| 作者姓名： | 王涛 袁曼飞 |
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| 作者单位： | 1. 陕西铁路工程职业技术学院，陕西渭南714099; 长安大学地质工程与测绘学院，陕西西安710054;2. 陕西铁路工程职业技术学院,陕西渭南,714099 |
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| 基金项目： | 陕西省教育厅自然科学研究项目 |
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| 摘 要： | 结合沉降变形监测相关理论,以宝鸡市某高层建筑工程沉降监测项目为例,首先对监测网的水准基点稳定性进行分析,而后描述了监测网的布设方法,最后通过绘制沉降监测点的沉降荷载时间曲线图对监测成果数据进行分析,验证了该方法在沉降监测数据分析中的实用性。
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| 关 键 词： | 高层建筑 沉降监测 基准点 数据处理 |
Analysis of High-Rise Buildings Benchmark Stability and Subsidence Monitoring Data |
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| WANG Tao,YUAN Man-fei.Analysis of High-Rise Buildings Benchmark Stability and Subsidence Monitoring Data[J].Geomatics & Spatial Information Technology,2015(3):7-9. |
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| Authors: | WANG Tao YUAN Man-fei |
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| Institution: | WANG Tao;YUAN Man-fei;Shaanxi Railway Institute;College of Geology Engineering and Geomatics,Chang’an University; |
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| Abstract: | Based on the height of settlement deformation monitoring theory, in a high-rise building engineering settlement monitoring of Baoji city as an example, first, the writer analysis stability of the monitoring network, then describes the monitoring network layout method, finally through draws the settlement-load-time curve of monitoring stations, verified the practicability of the method in the analysis of subsidence monitoring data. |
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| Keywords: | high-rise building settlement observation reference point data processing |
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