节点文献
门架式桩锚支护结构在深基坑中的应用研究
Application Study of Gantry Pile-anchor Supporting Structure in Deep Foundation Excavation
【Author】 Gao Meiling~1,Wang Guihe~1,Ma Hongtao~2 (1.School of Engineering & Technology,China University of Geosciences,Beijing 100083,China; 2.Pine Power Engineering Co.,Ltd.,Beijing 100093,China)
【机构】 中国地质大学(北京)工程技术学院; 派力工程有限公司;
【摘要】 门架式桩锚支护结构具有形式简单,受力明确,支护可靠,施工操作空间大,费用较低等优点,适用于场地狭窄、周围有高耸建筑物,对基坑位移要求特别严格,不能采用双排桩和桩锚方案的深基坑工程。主要从力学原理的角度分析了门架式桩锚支护结构的特点,并结合具体工程实例,详细论述了门架式桩锚支护结构的优势。
【Abstract】 Gantry pile-anchor supporting structure has the advantages of simple form,load clear,reliable support,construction of operating space and low cost.It can be applied in the deep foundation excavation of narrow space,be surrounded by tall buildings,particularly stringent requirements on the foundation displacement which cannot be applied by double piles and pile-anchor.In this article,features of gantry pile-anchor supporting structure are analyzed from the perspective of mechanics.Combined with specific examples of project,the advantages of gantry pile-anchor supporting structure are discussed in detail.
【Key words】 gantry; deep foundation excavation; pile-anchor support; supporting structure;
- 【会议录名称】 第二届全国地下、水下工程技术交流会论文集
- 【会议名称】第二届全国地下、水下工程技术交流会
- 【会议时间】2011-06-10
- 【会议地点】中国浙江宁波
- 【分类号】TU753
- 【主办单位】《施工技术》杂志社、宁波市土木建筑学会、浙江省二建建设集团有限公司、宁波建工股份有限公司