超大截面加腋梁板、承台基础一次成型施工工艺研究  

Research on the one-time molding construction technology of armpit beam slab and pier foundation with super large section

作　　者：邹杰 周锴[1] 丁宽 李亭饴 Zou Jie;Zhou Kai;Ding Kuan;Li Tingyi(Beijing Urban Construction Group Co.,Ltd.,Beijing 100080,China)

机构地区：[1]北京城建集团有限责任公司,北京100080

出　　处：《山西建筑》2025年第3期87-90,共4页Shanxi Architecture

摘　　要：针对无地下室独立承台、梁板结构,设计梁板下及承台处有防水处理,承台顶标高与基础梁底标高存在高差并有斜向加腋的形式进行研究,从垫层施工、防水施工、钢筋绑扎、混凝土浇筑等各工序介绍了能够一次施工成型的施工方法,解决了常规依次施工工序穿插较多,易造成劳动力窝工、防水难以衔接,难以保证施工质量的问题。This paper researched the independent foundation platforms without basements,beam slab structures,under the beam slab and at the foundation platform with waterproof treatment,the height difference between the top elevation of foun-dation platform and the bottom elevation of foundation beam,and the types with diagonal reinforcement,using the con-struction methods of cushion layer construction,waterproof construction,steel bar binding,concrete pouring and other processes could be constructed in sequence,solved the problems of frequent interweaving of conventional sequential con-struction processes,which can easily cause labor idleness,difficulty in waterproofing connection,and difficulty in ensu-ring construction quality.

关 键 词：承台 基础梁板 一次成型 空心模壳 

分 类 号：TU753.2[建筑科学—建筑技术科学]