| 建筑物的变形观测 |
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| 引用本文： | 王国亚,宜晨虹. 建筑物的变形观测[J]. 山西建筑, 2002, 28(3): 154-155 |
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| 作者姓名： | 王国亚 宜晨虹 |
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| 作者单位： | 太钢建设三公司,山西,太原,030003 |
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| 摘 要： | 从变形产生的原因、变形观测的内容、变形观测点的布设、变形观测的方法、变形观测的精度和频率、变形分析六个方面对建筑物的变形观测进行了论述。并举例介绍了建筑物的安全监测，具体说明了变形监测的内容、方法、精度要求的频率，同时给出了对沉降观测进行定量分析的方法。
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| 关 键 词： | 安全监测 允许变形值 建筑物 变形观测 |
| 文章编号： | 1009-6825(2002)03-0154-02 |
| 修稿时间： | 2002-01-04 |
The deformation monitoring of engineering building |
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| WANG Guo ya,YI Chen hong. The deformation monitoring of engineering building[J]. Shanxi Architecture, 2002, 28(3): 154-155 |
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| Authors: | WANG Guo ya YI Chen hong |
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| Abstract: | From six aspects as the reason producing deformation, the deformation monitoring content, the arrangement, the accuracy and frequency, the method and analysis of deformation monitoring the deformation monitoring of engineering building are discussed. The examples are taken to introduce the safety monitoring of engineering building. The content, method, demand accuracy and frequency of deformation monitoring are illustrated in detail. At the same time the quantitative analysis method for settlement monitoring is proposed. |
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| Keywords: | safety monitoring deformation permissible deformation value deformation analysis |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
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