装配式混凝土结构叠合楼板现浇板带模板施工技术  

Construction Technology of Prefabricated Composite Concrete Floor with Cast-in-place Slab Formwork

作　　者：邸浩 安赛 梁国章 贾宁 薄丽 许诺 杨雨晴 DI Hao;AN Sai;LIANG Guozhang;JIA Ning;BO Li;XU Nuo;YANG Yuqing(College of Urban Construction,Hebei Normal University of Science&Technology,Qinhuangdao Hebei,066004,China;Port Engineering Co.,Ltd,Hebei Port Group,Qinhuangdao Hebei,066000,China)

机构地区：[1]河北科技师范学院城市建设学院,河北秦皇岛066004 [2]河北港口集团港口工程有限公司,河北秦皇岛066000

出　　处：《河北科技师范学院学报》2024年第4期46-51,共6页Journal of Hebei Normal University of Science & Technology

摘　　要：通过改进吊模工艺,采用携带可拆锥体的钢筋支架作为模板支撑件,取消板带底部支撑,作为现浇板带的模板支设方法,实现叠合板现浇带施工的便捷性和高效性。同时,运用ANSYS有限元软件对吊装模板进行数值模拟,保证吊装模板系统的安全性。实际工程应用表明,此吊装模板系统的可行性高,为装配式叠合楼板现浇板带模板支撑系统提供可行性施工方案。The suspended formwork technology is improved,the rebar brackets with detachable cones support the formwork,and the bottom support of the slab is eliminated.The formwork support method for the cast-in-place slab is adopted to improve the convenience and efficiency of the cast-in-place composite slab construction.Numerical simulation of the suspended formwork is conducted with ANSYS finite element software to ensure the safety of the suspended formwork system.Engineering applications show that the suspended formwork system is feasible for the cast-in-place slab formwork support system of prefabricated composite floor slabs.

关 键 词：装配式混凝土结构 现浇板带模板 吊装模板 数值模拟 

分 类 号：TU69[建筑科学—建筑技术科学]