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某培训中心大楼基坑支护设计和施工技术
引用本文:杲广福,吴三斗,祁大鹏. 某培训中心大楼基坑支护设计和施工技术[J]. 山西建筑, 2010, 36(4): 132-133
作者姓名:杲广福  吴三斗  祁大鹏
作者单位:济钢集团有限公司装备部,山东济南,250101
摘    要:结合工程的地质条件和周围建筑物荷载情况,通过四种基坑支护方案的比选,最终采用基础托换联合止水帷幕土钉墙的支护方案,介绍了该基坑设计方案的主要参数及施工要点,总结了紧邻既有建筑物的基坑支护方案的技术优点。

关 键 词:基坑支护  紧邻建筑物  基础托换  止水帷幕  土钉墙

The foundation pit bracing design and construction technology of a training center building
GAO Guang-fu,WU San-dou,QI Da-peng. The foundation pit bracing design and construction technology of a training center building[J]. Shanxi Architecture, 2010, 36(4): 132-133
Authors:GAO Guang-fu  WU San-dou  QI Da-peng
Affiliation:GAO Guang-fu WU San-dou QI Da-peng
Abstract:Combined with engineering geological situation and surrounding building load situation,through four foundation bracing planning choice,the foundation underpinning combination water resisting curtain soil nailed wall bracing planning,the main parameters and construction points of the foundation pit design planning were introduced,the technical advantages of adjacent existing building foundation pit supporting planning were generalized.
Keywords:foundation pit supporting  adjacent building  foundation underpinning  water resisting curtain  soil nailed wall  
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