摘要
深圳太子广场总高205.84m,在16层和29层设有支托桁架转换层。支托桁架施工难度大,工期紧,通过优化施工流程,多名专业协调配合并结合技术保障支持,实现了钢结构安装一次到位,焊缝检测符合设计要求,混凝土浇筑密实,最终沉降量满足设计要求,保证了工程质量和总体进度要求。
Shenzhen Prince Plaza is 205.84m high and truss transfer floor was set on the 16th and 29th floors. The supporting truss had difficult construction and tight construction period, so construction process was optimized and multiple specialists cooperated and provided technical support to realize once丒 off installation of steel structure. The weld seam, concrete grouting and final settlement satisfied the design requirements, successfully guaranteeing the engineering construction quality and overall construction schedule.
作者
姚建兵
薛飞
王周浪
杨希
YAO Jian-bing;XUE Fei;WANG Zhou-lang;YANG Xi(General Contract Department of Beijing Construction Group. 100055. Beijing, China)
出处
《建筑技术》
2019年第3期260-264,共5页
Architecture Technology
关键词
基坑工程
支护方案
基坑监测
foundation pit project
supporting and protection scheme
foundation pit monitor
