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Connecting structure of fabricated floor slab and fabricated beam and construction method
The invention discloses a connecting structure of a fabricated floor slab and a fabricated beam and a construction method, and belongs to the technical field of constructional engineering. Comprising a prefabricated plate and a plurality of supports made of disc buckle type scaffolds, the supports are arranged on a to-be-constructed floor, prefabricated beams are erected on the tops of the supports, the width of the prefabricated beams is smaller than that of the supports, and bearing tables used for abutting against bearing blocks are formed between the two sides of the top faces of the supports and the prefabricated beams. A plurality of steel bars are arranged in the prefabricated plate in the length direction, the two ends of each steel bar protrude out of the two sides of the prefabricated plate, and in addition, the length of each steel bar is smaller than the width between every two adjacent supports. According to the invention, when the precast slab is mounted, the precast slab can be hoisted between the adjacent brackets without interfering with the brackets and the precast beam, so that the mounting of the precast slab is facilitated, and the mounting efficiency of the precast slab is greatly improved.
本发明公开了装配式楼板与装配式梁的连接结构及施工方法,属于建筑工程技术领域。包括预制板和若干由盘扣式脚手架制成的支架,支架设置于待施工楼层上,支架顶部搭设有预制梁,预制梁宽度小于支架宽度且支架顶面两侧与预制梁之间均形成有用于承接块抵接的承接台,其中,预制板表面设置有若干预埋筋,用于后续浇筑混凝土后形成钢筋混凝土以提高强度,预制板内沿长度方向设置有若干钢筋,钢筋两端均凸出预制板两侧,此外,钢筋长度小于相邻支架之间的宽度。通过本发明,使得在安装预制板时,可以自相邻支架之间吊起预制板,而不会干涉支架和预制梁,从而便于预制板的安装且大大提高了安装预制板的效率。
Connecting structure of fabricated floor slab and fabricated beam and construction method
The invention discloses a connecting structure of a fabricated floor slab and a fabricated beam and a construction method, and belongs to the technical field of constructional engineering. Comprising a prefabricated plate and a plurality of supports made of disc buckle type scaffolds, the supports are arranged on a to-be-constructed floor, prefabricated beams are erected on the tops of the supports, the width of the prefabricated beams is smaller than that of the supports, and bearing tables used for abutting against bearing blocks are formed between the two sides of the top faces of the supports and the prefabricated beams. A plurality of steel bars are arranged in the prefabricated plate in the length direction, the two ends of each steel bar protrude out of the two sides of the prefabricated plate, and in addition, the length of each steel bar is smaller than the width between every two adjacent supports. According to the invention, when the precast slab is mounted, the precast slab can be hoisted between the adjacent brackets without interfering with the brackets and the precast beam, so that the mounting of the precast slab is facilitated, and the mounting efficiency of the precast slab is greatly improved.
本发明公开了装配式楼板与装配式梁的连接结构及施工方法,属于建筑工程技术领域。包括预制板和若干由盘扣式脚手架制成的支架,支架设置于待施工楼层上,支架顶部搭设有预制梁,预制梁宽度小于支架宽度且支架顶面两侧与预制梁之间均形成有用于承接块抵接的承接台,其中,预制板表面设置有若干预埋筋,用于后续浇筑混凝土后形成钢筋混凝土以提高强度,预制板内沿长度方向设置有若干钢筋,钢筋两端均凸出预制板两侧,此外,钢筋长度小于相邻支架之间的宽度。通过本发明,使得在安装预制板时,可以自相邻支架之间吊起预制板,而不会干涉支架和预制梁,从而便于预制板的安装且大大提高了安装预制板的效率。
Connecting structure of fabricated floor slab and fabricated beam and construction method
装配式楼板与装配式梁的连接结构及施工方法
JIANG PENGCHENG (author) / REN WEIJUN (author) / ZHENG JIE (author)
2023-09-29
Patent
Electronic Resource
Chinese
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