钢筋混凝土钻孔咬合桩的施工实践及方法介绍
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摘要
某工程基坑围护结构采用钢筋混凝土钻孔咬合桩,桩径Φ100cm,桩中心距80cm,桩长21~31m,咬合厚度20cm。本文介绍该钻孔咬合桩的施工方法与质量安全措施,并简述施工中出现的问题及采取的措施。
The pit support structure of a certain project used bored secant pile made of reinforced concrete. The pile diameter isΦ100cm,the center distance of pile is 80cm,the pile length is 21~31m,and the bite thickness is 20 cm.In this article,the construction method of this kind of bored secant pile and related quality safety measures are introduced.Also,brief introductions are given to the problems appeared in the process of construction and countermeasure taken accordingly.
引文
[1]周国钧.牛青山编译.灌注桩设计施工手册.地震出版社, 1993年Zhou Guojun,Niu Qingshan.New Technology of construction for soft soil engineering.Seismological Press,1993
    [2]侯学渊,钱达仁,杨林德主编.软土工程施工新技术.安徽科学技术出版社,1999年7月第1版Hou Xueyuan.Qian Daren.Yang Linde.Construction and designment Manual for caisson pile.Auhui Science & Technology Publishing House,1999(7)
    [3]张中杰,黄天寅.近距离下穿轨道交通高架桥的深基坑设计施工技术.城市轨道交通研究Zhang ZhongJie,Huang Tianyin.Close to wear under the Viaduct Rail Transit Design and construction of deep foundation pit.Urban Mass Transit 2006,9(8)

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