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Bottom formwork of stiff framework, stiff framework and construction method of stiff framework
The invention relates to the field of bridge construction, in particular to a bottom formwork of a stiff framework, the stiff framework and a construction method of the stiff framework, the bottom formwork is formed by mutually connecting a plurality of prefabricated sections, connecting assemblies are arranged in the prefabricated sections, the bottom formwork of the stiff framework is connected through the connecting assemblies, the bottom formwork and the stiff framework form a whole, and the stiff framework is arranged on the stiff framework. Operators are prevented from mounting and dismounting a pouring template at the bottom of the stiff framework, so that the construction risk is avoided, and the construction efficiency is improved; the stiff framework is formed by connecting the bottom formwork and a frame body of the stiff framework, the bottom formwork and the frame body are connected to form a stiff framework body, installation of the bottom formwork on a construction site is avoided, and therefore construction efficiency is improved, and construction safety of operators is guaranteed. According to the construction method of the stiff frameworks, the arch bridge framework is formed by splicing the stiff frameworks, the building speed of the arch bridge framework can be increased, and the building efficiency of an arch bridge is improved.
本发明涉及桥梁建造领域,特别涉及一种劲性骨架的底模板、劲性骨架及其施工方法,所述底模板由若干的预制节段相互连接构成,在预制节段内设置有连接组件,通过连接组件连接劲性骨架的底模板,使底模板与劲性骨架成为整体,避免作业人员安装和拆卸劲性骨架底部的浇筑模板,从而规避施工风险,提高施工效率;所述劲性骨架由上述的底模板和劲性骨架的架体连接构成,使底模板与架体连接构成劲性骨架本体,避免在施工现场安装底模板,从而提高施工效率,保证作业人员施工安全;所述劲性骨架的施工方法通过将若干的劲性骨架拼接构成拱桥骨架,能够加快拱桥骨架的搭建速度,提高拱桥的搭建效率。
Bottom formwork of stiff framework, stiff framework and construction method of stiff framework
The invention relates to the field of bridge construction, in particular to a bottom formwork of a stiff framework, the stiff framework and a construction method of the stiff framework, the bottom formwork is formed by mutually connecting a plurality of prefabricated sections, connecting assemblies are arranged in the prefabricated sections, the bottom formwork of the stiff framework is connected through the connecting assemblies, the bottom formwork and the stiff framework form a whole, and the stiff framework is arranged on the stiff framework. Operators are prevented from mounting and dismounting a pouring template at the bottom of the stiff framework, so that the construction risk is avoided, and the construction efficiency is improved; the stiff framework is formed by connecting the bottom formwork and a frame body of the stiff framework, the bottom formwork and the frame body are connected to form a stiff framework body, installation of the bottom formwork on a construction site is avoided, and therefore construction efficiency is improved, and construction safety of operators is guaranteed. According to the construction method of the stiff frameworks, the arch bridge framework is formed by splicing the stiff frameworks, the building speed of the arch bridge framework can be increased, and the building efficiency of an arch bridge is improved.
本发明涉及桥梁建造领域,特别涉及一种劲性骨架的底模板、劲性骨架及其施工方法,所述底模板由若干的预制节段相互连接构成,在预制节段内设置有连接组件,通过连接组件连接劲性骨架的底模板,使底模板与劲性骨架成为整体,避免作业人员安装和拆卸劲性骨架底部的浇筑模板,从而规避施工风险,提高施工效率;所述劲性骨架由上述的底模板和劲性骨架的架体连接构成,使底模板与架体连接构成劲性骨架本体,避免在施工现场安装底模板,从而提高施工效率,保证作业人员施工安全;所述劲性骨架的施工方法通过将若干的劲性骨架拼接构成拱桥骨架,能够加快拱桥骨架的搭建速度,提高拱桥的搭建效率。
Bottom formwork of stiff framework, stiff framework and construction method of stiff framework
一种劲性骨架的底模板、劲性骨架及其施工方法
LIU MENGLIN (author) / SHANG CONGJIN (author) / LIAO CHENFENG (author) / LI DONGJIA (author) / CHEN XIN (author) / MAO LIMIN (author) / ZHAO YAN (author) / ZHANG XIAOYU (author) / LING SUQI (author) / LEE BANG-WON (author)
2024-12-27
Patent
Electronic Resource
Chinese
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