|本期目录/Table of Contents|

[1]张永海,杜子涛.某大型厂房地面垂直形变监测[J].地球科学与环境学报,2006,28(02):104-106.
 ZHANG Yong-hai,DU Zi-tao.Ground Vertical Deformation Monitoring of Large Scale Factory Building[J].Journal of Earth Sciences and Environment,2006,28(02):104-106.
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某大型厂房地面垂直形变监测(PDF)
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《地球科学与环境学报》[ISSN:1672-6561/CN:61-1423/P]

卷:
第28卷
期数:
2006年第02期
页码:
104-106
栏目:
出版日期:
2006-06-15

文章信息/Info

Title:
Ground Vertical Deformation Monitoring of Large Scale Factory Building
作者:
张永海杜子涛
长安大学地质工程与测绘工程学院,陕西西安710054
Author(s):
ZHANG Yong-haiDU Zi-tao
School of Geological Engineering and Surveying Engineering, Chang’ an University, Xi’an 710054, Shaanxi, China
关键词:
大型厂房地面垂直形变型架稳定监测
Keywords:
large scale factory ground vertical deformation jig stability monitoring
分类号:
P224.1
DOI:
-
文献标志码:
A
摘要:
结合西北地区黄土塬上某大型厂房地面垂直形变的监测工作,提出和应用选定在具有代表性的监测区域 布点、改进标尺进行观测等一系列行之有效的方法和措施,取得了满意的结果。通过监测数据分析,指出型架的不 稳定主要是因为温度变化而导致地面不均匀垂直形变引起的,为厂房地面不均匀垂直形变的治理提供了依据。
Abstract:
Monitoring the ground vertical deformation of the large factory in a high precision is an important problem in precise engineering survey. By the work of monitoring the ground vertical deformation of a large factory in the northwest loess tableland, this paper puts forward and applies some effective methods and measures for example choosing the typi- cal monitoring area to set up monitoring points,improving on staff guage and so on. At last satisfactory results are got- ten. By analyzing the monitoring data,it points out that the leading reason of jig instability is the ground vertical deform- ation which is caused by temperature changing. This provides grounds for the harnessing of this factory. These methods and measures are of great reference value for design staff,builders and managers.

参考文献/References:

[1] 王仙珍. 天然气球罐基础沉降 监测方法探讨[J] . 西安 工程学 院学报,2002,20(1):65 67.
[2] GB12897-1991. 国家一 、二等水准测量规范[S] .
[3] 陈龙飞,金其坤. 工程测量[M] . 上海 :同济大学出版社,1996.
[4] 黄声享,尹 晖,蒋 征. 变形监 测数据处 理[M] . 武汉 :武汉 大学出版社,2003.

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备注/Memo

备注/Memo:
[收稿日期]2005-09-23
[作者简介]张永海(1956-),男,陕西延川人,工程师,从事测绘工程实验教学与研究。
更新日期/Last Update: 2006-06-20