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互嵌密排矩形人工挖孔桩墙在深基坑支护中的应用
引用本文:白蓉,孙方荣,赵祯. 互嵌密排矩形人工挖孔桩墙在深基坑支护中的应用[J]. 建筑技术, 2009, 40(2): 141-143
作者姓名:白蓉  孙方荣  赵祯
作者单位:中国建筑四局六公司,232001安徽淮南
摘    要:广州合景大厦5层地下室,基坑开挖深度21.2m,采用互嵌密排人工挖孔桩连成整体。在做基坑围护的同时兼做地下室的围护结构,可利用自身水平结构作支撑。与机械成型的地下连续墙相比,工艺简单,在造价、工期、质量控制和文明施工方面更具优越性。

关 键 词:基坑工程  矩形人工挖孔桩  导墙

APPLICATION OF MUTUALLY-EMBEDDED AND CLOSELY-LINED RECTANGULAR MANUAL HOLE DIGGING PILE WALL IN SUPPORT AND PROTECTION OF DEEP FOUNDATION PIT
BAI Rong,SUN Fangrong,ZHAO Zhen. APPLICATION OF MUTUALLY-EMBEDDED AND CLOSELY-LINED RECTANGULAR MANUAL HOLE DIGGING PILE WALL IN SUPPORT AND PROTECTION OF DEEP FOUNDATION PIT[J]. Architecture Technology, 2009, 40(2): 141-143
Authors:BAI Rong  SUN Fangrong  ZHAO Zhen
Affiliation:(China Construction 4th Bureau 6th Corp.232001, Huainan, Anhui, China)
Abstract:During construction of the 5-storey basement in Guangzhou Hejing High-Rise Building project, the excavation depth of foundation pit is 21.2m, and mutually-embedded and closely-lined manual hole digging piles are connected mutually into a whole. During construction of enclosure structure in the foundation pit, enclosur~ structure in basement is built simuhaneously, and its horizontal structure can be used as support. Compared with mechanically-formed continuous diaphragm wall, this construction method is advantageous in process, cost, construction period, quality control and civilization construction.
Keywords:foundation pit project  rectangular manual hole digging pile  guide wall
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