基于大型建筑钢筋混凝土结构后浇带施工技术分析  

Analysis of Construction Technology for Post Pouring Strip of Reinforced Concrete Structures in Large Buildings

作　　者：侯忠国 HOU Zhong-guo(Gansu Fulongxin Construction Engineering Co.,Ltd.Lanzhou 730000,China)

机构地区：[1]甘肃源福鑫建设工程有限公司,甘肃兰州730000

出　　处：《全面腐蚀控制》2024年第8期122-125,共4页Total Corrosion Control

摘　　要：为分析基于大型建筑钢筋混凝土结构后浇带施工技术,采用理论结合实践的方法,立足后浇带的作用,分析了后浇带施工技术的实际应用,并提出提升后浇带施工技术应用效果的方法。分析结果表明,大型建筑钢筋混凝土结构后浇带施工技术是一项重要的施工技术,它通过预留临时施工缝的方式,有效解决了因结构自身因素导致的有害裂缝问题,从而提高了建筑物的整体性能和耐久性。In order to analyze the construction technology of post pouring strip based on large-scale reinforced concrete structures,a combination of theory and practice was adopted.Based on the role of post pouring strip,the practical application of post pouring strip construction technology was analyzed,and methods to improve the application effect of post pouring strip construction technology were proposed.The analysis results indicate that the post pouring strip construction technology for large reinforced concrete structures is an important construction technology.By reserving temporary construction joints,it effectively solves the problem of harmful cracks caused by structural factors,thereby improving the overall performance and durability of the building.

关 键 词：大型建筑 钢筋混凝土结构 后浇带 混凝土 

分 类 号：TU755[建筑科学—建筑技术科学]