摘要
通过某工程基坑支护工程地下连续墙超宽槽段施工实例,从定位放线到最后成槽、混凝土浇筑均采取了一定的技术措施保障连续墙超宽槽段施工的顺利进行,有效的克服了施工过程中成槽控制、钢筋笼吊装及混凝土浇筑等施工难点。
With certain technical measures, from the positioning line to the end into the groove, and to the pouring of concrete, are adopted technical measures to ensure ultra wide continuous wall construction smoothly, effectively overcoming the difficulties in grooving control, reinforcement cage lifting and concrete pouring.
出处
《建筑监督检测与造价》
2013年第4期52-54,共3页
Supervision Test and Cost of Construction
关键词
地下连续墙
超宽槽段
施工技术
施工难点
Underground continuous wall
ultra-wide groove section
construction technology
difficulties in construction