全现浇混凝土填充墙结构拉缝施工技术  

Construction Technology of Tension Joint of Full Cast-in-Place Concrete Filled Wall Structure

作　　者：杜鑫 张亚杰 陈国辉 杨文龙 马国强 Du Xin;Zhang Ya-jie;Chen Guo-hui;Yang Wen-long;Ma Guo-qiang

机构地区：[1]中建二局第一建筑工程有限公司,北京100176

出　　处：《建筑技术开发》2021年第20期10-11,共2页Building Technology Development

摘　　要：以全现浇混凝土填充墙结构拉缝施工技术为重点,分析其中的原理,建议墙体结构和承重部分采用软连接方式。该技术旨在通过在回填墙的构件中填充沟壑来改善回填墙各部分的结构,增加渗透路径和渗透难度,以达到较高的防水效果。与普通砌体填充墙相比,该技术具有良好的抗水、抗震、抗裂性能,施工速度更快,施工时间更短,可以有效提高公司的经济收益。This paper focuses on the construction technology of full cast-in-place concrete in filled wall structure,analyzes its principle,and suggests that the wall structure and load-bearing part adopt soft connection mode.This technology aims to improve the structure of each part of the backfill wall by filling gullies in the components of the backfill wall,increase the penetration path and penetration difficulty,and achieve higher waterproof effect.Compared with ordinary masonry infilled wall,this technology has better water resistance,earthquake resistance and crack resistance,faster construction speed and shorter construction time,which can effectively improve the economic benefits of the company.

关 键 词：混凝土填充墙 结构拉缝施工 全现浇 

分 类 号：TU755[建筑科学—建筑技术科学]