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超大深基坑工程设计与施工
李志通1, 梁向前2, 袁晓文1
1.石家庄铁路职业技术学院,050041,石家庄;2.北京住总集团有限责任公司,100101,北京
DESIGN AND CONSTRUCTION OF DEEP FOUNDATION PIT ENGINEERING
LI Zhi-tong1, LIANG Xiang-qian2, YUAN Xiao-wen1
1.Shijiazhuang Institute of Railway Technology, 050041, Shijiazhuang, China; 2.Beijing Uni.-Construction Group Co., Ltd., 100101, Beijing, China
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摘要 某超大深基坑工程,上部采用土钉墙,下部采用桩锚支护;考虑时空效应,对基坑壁中部范围进行加强。采用顺作法,深基坑及基础工程分区流水施工,采用天然土坡道将基坑深部土方外运出坑外。根据土质情况,支护桩、工程桩分别采用长螺旋钻机、旋挖钻机成孔。工程桩在上层土方开挖后进行坑底施工。结合施工现场具体条件确定施工方案,取得了良好的效果。
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李志通1
梁向前2
袁晓文1
关键词超大深基坑   桩锚支护   概念设计     
Abstract: In the large deep foundation pit engineering, the soil nailing wall in the upper and the pile anchor supporting in the lower were used; considering effect of time and space, we strengthened foundation pit wall in the central range. Adopting suitable methods, we used partition running water construction in the deep foundation pit and foundation construction, took the earthwork out of deep foundation pit out the pit use by the natural slope. According to soil conditions, we made the hole of supporting pile and engineering pile respectively by long spiral drill stem and rotating drill. After the upper earth excavation, engineering pile were constructed in the pit. Combined with the specific conditions of the construction site , the construction plan was determined, which achieved good
effect.
Key wordslarge deep foundation pit   pile anchor supporting   conceptual design   
引用本文:   
李志通1,梁向前2,袁晓文1. 超大深基坑工程设计与施工[J]. 建筑技术, 2017, 48(3): 263-.
LI Zhi-tong1,LIANG Xiang-qian2,YUAN Xiao-wen1. DESIGN AND CONSTRUCTION OF DEEP FOUNDATION PIT ENGINEERING[J]. Architecture Technology, 2017, 48(3): 263-.
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http://www.jzjs.com/CN/     或     http://www.jzjs.com/CN/Y2017/V48/I3/263
 
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[1] 程宝龙, 魏 强, 钟亚军. 概念设计在结构抗震设计中的应用[J]. 建筑技术, 2012, 43(5): 419-422.
[2] 邵广彪,孙剑平,魏焕卫. 深厚杂填土场地基坑支护设计与施工技术[J]. 建筑工人, 2011, 42(08): 727-730.
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