| 某滨海人民医院病房楼基坑支护设计 |
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| 引用本文： | 刘宇翼.某滨海人民医院病房楼基坑支护设计[J].重庆建筑,2009,8(12):41-43. |
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| 作者姓名： | 刘宇翼 |
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| 作者单位： | 淮阴工学院,江苏,淮安,223003 |
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| 摘 要： | 某滨海人民医院病房楼处于海相软土场地，基坑开挖深度为5．1m。针对该基坑不同区段的场地地质条件和周围环境因素，分别采用了单排钻孔灌注桩、4排格栅式深层搅拌桩水泥土挡墙、3排土钉的土钉墙作为支护结构，并设计计算了基坑降水方案。验算结果表明了本基坑支护结构的安全稳定性。
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| 关 键 词： | 基坑 排桩 水泥土墙 土钉墙 |
Foundation Pit Support Design of Ward Building in Binhai People's Hospital |
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| Authors: | Liu Yu-yi |
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| Abstract: | Binhai people's hospital located above the soft marine soil layer,which excavation depth of pit was 5.1m. According to geologic site condition in different section of the pit and ambience factor,single-row bored pile,cement-soil retaining wall with four-rows grid type deep mixing pile,Soil nail wall with three-rows Soil nailing were used for support structure,then dewater program was calculated. Checking result show that the foundation pit support structure was stability and security. |
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| Keywords: | foundation pit row piles cement-soil retaining wall soil nail wall |
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