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Post-cast strip construction method
The invention discloses a post-cast strip construction method. The post-cast strip construction method comprises the steps that a hole is formed in an existing concrete structure, and a first supporting table is formed in a first port of the hole; a prefabricated concrete slab is manufactured, and a first lap joint table is arranged on the edge of the prefabricated concrete slab; the prefabricated concrete slab is installed in the position, close to the first port, in the hole, so that the first lap joint table is in lap joint with the first supporting table; a first steel reinforcement framework is arranged in a space defined by the prefabricated concrete plate and the inner wall of the hole; the first steel reinforcement framework is connected with a second steel reinforcement framework in an existing concrete structure; and concrete is poured on the first steel reinforcement framework in the space, so that the concrete and the first steel reinforcement framework form a cast-in-place concrete plate. According to the scheme, the problems that the period is long and the construction cost is high in a cast-in-place construction mode of a support method can be solved.
本发明公开一种后浇带施工方法,包括:在既有混凝土结构上形成孔洞以及在孔洞的第一端口内形成第一支撑台;制作预制混凝土板,预制混凝土板的边缘设有第一搭接台;将预制混凝土板安装在孔洞内邻近第一端口的位置,以使第一搭接台搭接在第一支撑台上;在预制混凝土板和孔洞的内壁围成的空间内设置第一钢筋骨架;连接第一钢筋骨架与既有混凝土结构中的第二钢筋骨架;向空间内的第一钢筋骨架上浇筑混凝土,以使得混凝土与第一钢筋骨架形成现浇混凝土板。上述方案能解决支架法现浇的施工方式存在周期较长、施工成本较高的问题。
Post-cast strip construction method
The invention discloses a post-cast strip construction method. The post-cast strip construction method comprises the steps that a hole is formed in an existing concrete structure, and a first supporting table is formed in a first port of the hole; a prefabricated concrete slab is manufactured, and a first lap joint table is arranged on the edge of the prefabricated concrete slab; the prefabricated concrete slab is installed in the position, close to the first port, in the hole, so that the first lap joint table is in lap joint with the first supporting table; a first steel reinforcement framework is arranged in a space defined by the prefabricated concrete plate and the inner wall of the hole; the first steel reinforcement framework is connected with a second steel reinforcement framework in an existing concrete structure; and concrete is poured on the first steel reinforcement framework in the space, so that the concrete and the first steel reinforcement framework form a cast-in-place concrete plate. According to the scheme, the problems that the period is long and the construction cost is high in a cast-in-place construction mode of a support method can be solved.
本发明公开一种后浇带施工方法,包括:在既有混凝土结构上形成孔洞以及在孔洞的第一端口内形成第一支撑台;制作预制混凝土板,预制混凝土板的边缘设有第一搭接台;将预制混凝土板安装在孔洞内邻近第一端口的位置,以使第一搭接台搭接在第一支撑台上;在预制混凝土板和孔洞的内壁围成的空间内设置第一钢筋骨架;连接第一钢筋骨架与既有混凝土结构中的第二钢筋骨架;向空间内的第一钢筋骨架上浇筑混凝土,以使得混凝土与第一钢筋骨架形成现浇混凝土板。上述方案能解决支架法现浇的施工方式存在周期较长、施工成本较高的问题。
Post-cast strip construction method
一种后浇带施工方法
TIAN HUI (author) / CHEN KUN (author) / ZHANG YINGZHI (author) / SHI JINXIN (author) / LAI JINLONG (author) / DUAN ZHIHAO (author)
2022-01-11
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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