摘要
日照港石臼港区东煤南移项目翻车机房围护结构采用圆形地下连续墙。文章阐述了在吹填地层港口环境下,针对圆形地连墙厚砂层坍塌、内径小且弧度大、圆弧形钢筋笼、偏槽等难点问题,采取了场地加固、设置导墙外扩角、改进开挖方法、特制加工平台、多方法纠偏等处理措施,取得了较好的效果,为类似工程提供一定的参考。
The circular diaphragm wall was adopted for the enclosure structure of the rolling machine room at the Shijiu port area of Rizhao Port. This paper expounds the difficulties on construction of the circular diaphragm wall at the port in the dredger fill formation environment, such as collapse of the thick sand layer, small inner diameter and large radian of the wall, the circular steel cage, trench deviation. Some treatment measures have been adopted, including ground reinforcement, setting up external expansion angle for the guide wall, improvement of the excavation method, fabrication of the special processing platform, deviation rectifying with multiple methods. Good results have been obtained, providing some references for similar projects.
作者
彭波
张振
刘英驹
马明强
PENG Bo;ZHANG Zhen;LIU Yingju;MA Mingqiang(Shandong Zhengyuan Construction Engineering Co.,Ltd.,Jinan Shandong 250101,China)
出处
《探矿工程(岩土钻掘工程)》
2020年第1期62-68,共7页
Exploration Engineering:Rock & Soil Drilling and Tunneling
关键词
圆形地下连续墙
圆弧形钢筋笼
偏槽
导墙外扩角
吹填地层港口
circular diaphragm wall
arc-shaped steel cage
deviating trench
external expansion angle of guide wall
port in dredger fill formation