Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
High-speed rail pier cap steel formwork vertical abutted seam structure
The invention relates to the technical field of pier steel formworks, in particular to a high-speed rail pier cap steel formwork vertical splicing seam structure which comprises two first steel formworks and two second steel formworks, the two first steel formworks and the two second steel formworks define a closed shape, and splicing seams are formed in the connecting positions of the first steel formworks and the two second steel formworks. A dynamic splicing seam structure for compensating a gap of a splicing seam is arranged at the joint of the two groups of steel templates I and the two groups of steel templates II; the dynamic abutted seam structure comprises at least two elastic compensation units and an abutted seam plate, the elastic compensation units are installed on the side wall, close to the connecting position, of the first steel formwork, the elastic compensation units are connected with the abutted seam plate, and the abutted seam plate is inserted into the abutted seam; according to the vertical abutted seam structure of the high-speed rail pier cap steel formwork, the problem of pouring leakage caused by the fact that abutted seams are enlarged can be reduced, the engineering quality can be ensured, the construction progress is prevented from being delayed, and all the parts are of modular structures, can be disassembled and assembled conveniently and can be repeatedly used.
本发明涉及桥墩钢模技术领域，尤其涉及一种高铁墩帽钢模板竖向拼缝结构，包括两组钢模板一和两组钢模板二，两组钢模板一和两组钢模板二围成封闭状，两组钢模板一和两组钢模板二的连接处形成有拼接缝,在两组钢模板一和两组钢模板二之间的连接处设置有用于补偿拼接缝间隙的动态拼缝结构；所述动态拼缝结构包括至少两个弹性补偿单元和一个拼缝板，弹性补偿单元安装在钢模板一靠近连接处的侧壁上，弹性补偿单元与拼缝板连接，拼缝板插接在拼接缝内；该高铁墩帽钢模板竖向拼缝结构，可减少因拼缝变大而导致浇筑泄漏的问题，可确保工程质量，避免耽误施工进度，且各部分采用模块化结构，可拆装方便，能够重复使用。
High-speed rail pier cap steel formwork vertical abutted seam structure
The invention relates to the technical field of pier steel formworks, in particular to a high-speed rail pier cap steel formwork vertical splicing seam structure which comprises two first steel formworks and two second steel formworks, the two first steel formworks and the two second steel formworks define a closed shape, and splicing seams are formed in the connecting positions of the first steel formworks and the two second steel formworks. A dynamic splicing seam structure for compensating a gap of a splicing seam is arranged at the joint of the two groups of steel templates I and the two groups of steel templates II; the dynamic abutted seam structure comprises at least two elastic compensation units and an abutted seam plate, the elastic compensation units are installed on the side wall, close to the connecting position, of the first steel formwork, the elastic compensation units are connected with the abutted seam plate, and the abutted seam plate is inserted into the abutted seam; according to the vertical abutted seam structure of the high-speed rail pier cap steel formwork, the problem of pouring leakage caused by the fact that abutted seams are enlarged can be reduced, the engineering quality can be ensured, the construction progress is prevented from being delayed, and all the parts are of modular structures, can be disassembled and assembled conveniently and can be repeatedly used.
本发明涉及桥墩钢模技术领域，尤其涉及一种高铁墩帽钢模板竖向拼缝结构，包括两组钢模板一和两组钢模板二，两组钢模板一和两组钢模板二围成封闭状，两组钢模板一和两组钢模板二的连接处形成有拼接缝,在两组钢模板一和两组钢模板二之间的连接处设置有用于补偿拼接缝间隙的动态拼缝结构；所述动态拼缝结构包括至少两个弹性补偿单元和一个拼缝板，弹性补偿单元安装在钢模板一靠近连接处的侧壁上，弹性补偿单元与拼缝板连接，拼缝板插接在拼接缝内；该高铁墩帽钢模板竖向拼缝结构，可减少因拼缝变大而导致浇筑泄漏的问题，可确保工程质量，避免耽误施工进度，且各部分采用模块化结构，可拆装方便，能够重复使用。
High-speed rail pier cap steel formwork vertical abutted seam structure
一种高铁墩帽钢模板竖向拼缝结构
TAN ZHENTAO (Autor:in) / LI ZHENGYONG (Autor:in) / YANG CHAO (Autor:in) / HUANG DAIZHONG (Autor:in) / WANG TAO (Autor:in)
14.06.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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