装配式结构转换层中钢筋定位的施工方法与控制要点  

THE CONSTRUCTION METHOD AND CONTROL POINTS OF REINFORCING BAR POSITIONNING IN TEANSFER LAYER OF ASSEMBLED STRUCTURE ARE DISCUSSED

作　　者：赵文明 王祥宝 刘洪志 李文治 张泽家 魏梦梦 Zhao Wen-ming;Wang Xiang-bao;Liu Hong-zhi;Li Wen-zhi;Zhang Ze-jia;Wei Meng-meng

机构地区：[1]北京建工集团有限责任公司,北京100055 [2]北京国际建设集团有限公司,北京100054

出　　处：《建筑技术开发》2022年第15期96-100,共5页Building Technology Development

摘　　要：装配式结构构件底部,即现浇结构顶部,存在大量上翻梁,钢筋施工定位难度和封仓难度远高于普通的装配式结构转换层施工。因此,要特别注意上翻梁的钢筋定位,采取一定的措施和质量控制手段,确保工程质量和后期施工顺畅。There are a lot of upturned beams at the bottom of prefabricated structural members,that is,at the top of cast-in-place structure.The difficulty of locating and sealing steel bars is much higher than that of ordinary prefabricated structural transfer layer construction.Therefore,special attention should be paid to the reinforcement positioning of the upturn beam,and certain measures and quality control measures should be taken to ensure the quality of the project and smooth construction.

关 键 词：装配式 结构转换层 上翻梁 钢筋定位 下插钢筋 

分 类 号：TU74[建筑科学—建筑技术科学]