旋挖钻全护筒护壁施工技术在流砂层中的应用  

Application of Rotary Drilling Full-casing Retaining Wall Construction Technology in Quicksand Layer

作　　者：曹忠良 CAO Zhongliang

机构地区：[1]中交第三公路工程局有限公司工程总承包分公司,北京市100123

出　　处：《城市道桥与防洪》2023年第4期187-189,I0014-I0015,共5页Urban Roads Bridges & Flood Control

摘　　要：根据青岛市双元路拓宽项目桩基施工的具体实例,介绍了旋挖钻全护筒护壁施工技术。该工程采用直径1000 mm、长度约14 m的钢护筒,在液压振动锤作用下,一次性将护筒打入含流砂的复杂地层,旋挖钻机取土成孔,成功解决了钻孔桩穿越流砂层的难题。The construction technology of rotary drilling full-casing retainer wall is introduced according to the specific example of pile foundation construction of Qingdao Shuangyuan Road Widening Project.In this project,a steel casing of 1000 mm in diameter and about 14 m in length is used.The casing is driven into the complex stratum containing the quicksand at one time under the action of hydraulic vibratory hammer,and the rotary drilling rig is used to take the soil and form the hole,which successfully solve the problem of bored pile crossing the quicksand layer.

关 键 词：旋挖钻机 全护筒 砂层 钻孔灌注桩 

分 类 号：U415.6[交通运输工程—道路与铁道工程]