摘要
济南市轨道交通R3线裴家营站主体围护地下连续墙施工中,通过力学分析计算,确定了超深超重地下连续墙钢筋笼吊装设备型号、吊点位置、吊筋规格;结合实际工程,介绍起重机选型及吊点设计。
In the construction of the underground continuous wall of the main body of the Peijiaying Station of the R3 line of Jinan City Rail Transit, the model of the hoisting equipment of the ultra-deep and overweight underground continuous wall, the position of the lifting point and the specifications of the hanging ribs were determined through mechanical analysis and calculation; selection and lifting point design.
作者
谢申举
郭朋飞
虞星晨
XlE Shen-ju;GUO Peng-fei;YU Xing-chen(BCEG Civil Engineering Co.,Ltd.,100015,Beijing,China)
出处
《建筑技术》
2018年第11期1201-1204,共4页
Architecture Technology
关键词
地下连续墙
力学分析
钢筋笼吊装
吊点设计
underground continuous wall
mechanical analysis
steel cage lifting
lifting point design
