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信阳电信大厦深基坑土钉支护技术
引用本文:焦二中,张建良.信阳电信大厦深基坑土钉支护技术[J].山西建筑,2007,33(21):131-132.
作者姓名:焦二中  张建良
作者单位:河南省地矿局地调三队,河南信阳 464000
摘    要:结合工程实例,介绍了其地质条件及水文地质条件,阐述了支护方案的选择要求,并对基坑支护设计,施工工艺及监测情况进行了论述,可为今后类似工程的设计和施工提供参考依据。

关 键 词:基坑支护  施工工艺  监测  支护方案
文章编号:1009-6825(2007)21-0131-02
修稿时间:2007-02-05

Technique of deep hole-base nail support in Xinyang telecom building
JIAO Er-zhong,ZHANG Jian-liang.Technique of deep hole-base nail support in Xinyang telecom building[J].Shanxi Architecture,2007,33(21):131-132.
Authors:JIAO Er-zhong  ZHANG Jian-liang
Affiliation:JIAO Er-zhong ZHANG Jian-liang
Abstract:Combined with practical project, it introduces its geologic conditions and hydrogeology conditions, elaborates the choosing requirments of support plans, and discusses hole-base support design, constructing crafts and supervising situation, which can be reference for familiar design and construction.
Keywords:hole-base support  constructing crafts  supervision  support design
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