Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The invention relates to a formwork connecting structure, in particular to a structure for preventing the joint of a floor formwork and a column formwork from deforming and a construction method, and the structure comprises a connecting plate, an elastic pre-tightening piece and a cable-stayed component; the connecting plate is connected between the floor formwork and the frame column formwork; a first inserting notch is formed in the position, connected with the frame column formwork, of the floor formwork, a second inserting notch matched with the first inserting notch is formed in the connecting plate, and a third inserting notch matched with the connecting plate is formed in the frame column formwork; the floor formwork, the connecting plate and the frame column formwork are sequentially connected in an inserted mode. The elastic pre-tightening piece is arranged in the third inserting gap and is supported between the connecting plate and the frame column template; the cable-stayed component is connected to the floor formwork, and the cable-stayed component is connected with reinforcing steel bars bound in the frame column formwork through steel wires. Compared with the prior art, the problem that a steel bar protective layer on the top of a poured floor slab is too thick due to the fact that the floor slab formwork and the frame column formwork are prone to deformation during pouring and vibrating is solved.
本发明涉及一种模板连接结构，具体涉及一种防止楼板模板与柱模板连接处变形的结构及施工方法，包括连接板、弹性预紧件和斜拉构件；连接板连接于楼板模板与框架柱模板之间；楼板模板于其与框架柱模板的连接处设有第一插接缺口，连接板上设有与第一插接缺口相匹配的第二插接缺口，框架柱模板上设有与连接板相匹配的第三插接缺口；楼板模板、连接板与框架柱模板依次插接连接；弹性预紧件设置于第三插接缺口内，支撑于连接板与框架柱模板之间；斜拉构件连接于楼板模板上，通过钢丝连接斜拉构件与框架柱模板中绑扎的钢筋。与现有技术相比，本发明解决楼板模板与框架柱模板在浇注、振捣时容易产生变形而导致浇筑完成的楼板顶部钢筋保护层偏厚的问题。
The invention relates to a formwork connecting structure, in particular to a structure for preventing the joint of a floor formwork and a column formwork from deforming and a construction method, and the structure comprises a connecting plate, an elastic pre-tightening piece and a cable-stayed component; the connecting plate is connected between the floor formwork and the frame column formwork; a first inserting notch is formed in the position, connected with the frame column formwork, of the floor formwork, a second inserting notch matched with the first inserting notch is formed in the connecting plate, and a third inserting notch matched with the connecting plate is formed in the frame column formwork; the floor formwork, the connecting plate and the frame column formwork are sequentially connected in an inserted mode. The elastic pre-tightening piece is arranged in the third inserting gap and is supported between the connecting plate and the frame column template; the cable-stayed component is connected to the floor formwork, and the cable-stayed component is connected with reinforcing steel bars bound in the frame column formwork through steel wires. Compared with the prior art, the problem that a steel bar protective layer on the top of a poured floor slab is too thick due to the fact that the floor slab formwork and the frame column formwork are prone to deformation during pouring and vibrating is solved.
本发明涉及一种模板连接结构，具体涉及一种防止楼板模板与柱模板连接处变形的结构及施工方法，包括连接板、弹性预紧件和斜拉构件；连接板连接于楼板模板与框架柱模板之间；楼板模板于其与框架柱模板的连接处设有第一插接缺口，连接板上设有与第一插接缺口相匹配的第二插接缺口，框架柱模板上设有与连接板相匹配的第三插接缺口；楼板模板、连接板与框架柱模板依次插接连接；弹性预紧件设置于第三插接缺口内，支撑于连接板与框架柱模板之间；斜拉构件连接于楼板模板上，通过钢丝连接斜拉构件与框架柱模板中绑扎的钢筋。与现有技术相比，本发明解决楼板模板与框架柱模板在浇注、振捣时容易产生变形而导致浇筑完成的楼板顶部钢筋保护层偏厚的问题。
Structure and construction method for preventing deformation of joint of floor formwork and column formwork
一种防止楼板模板与柱模板连接处变形的结构及施工方法
CAO WEI (Autor:in)
24.11.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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