Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Diaphragm wall reinforcement cage and construction method thereof
The invention discloses an underground diaphragm wall reinforcement cage and a construction method thereof, and relates to the technical field of underground engineering. The underground diaphragm wall reinforcement cage comprises two sets of H-shaped steel assemblies arranged in parallel, each set of H-shaped steel assembly comprises a plurality of pieces of H-shaped steel, and the H-shaped steel in different sets are in one-to-one correspondence; the first fixing assemblies are arranged between the two pieces of H-shaped steel in one-to-one correspondence; the second fixing assemblies are arranged between the same group of H-shaped steel; the shear nails are arranged on the H-shaped steel; and the lining connecting steel bar is arranged on one of the two groups of H-shaped steel components. The multiple shear nails are arranged on the H-shaped steel, so that the H-shaped steel and the concrete can be cooperatively stressed, the H-shaped steel serves as a main stress structure, and the H-shaped steel is fixed through the first fixing assembly and the second fixing assembly; therefore, additional profile steel frameworks or thick reinforcement frameworks do not need to be arranged between the stressed main reinforcements of the diaphragm wall reinforcement cage any more, and waste of reinforcement materials is reduced.
本发明公开了一种地连墙钢筋笼及其施工方法，涉及地下工程技术领域。该地连墙钢筋笼，包括两组平行设置的H型钢组件，每组H型钢组件包括多条H型钢，不同组的H型钢之间一一对应；第一固定组件，其设置于一一对应的两条H型钢之间；第二固定组件，其设置于同一组H型钢之间；多个剪力钉，其设置于H型钢上；内衬连接钢筋，其设置于两组H型钢组件的其中一组上。本发明通过在H型钢上设置多个剪力钉，以使H型钢可与混凝土协同受力，从而将H型钢作为主要受力结构，并将H型钢之间通过第一固定组件和第二固定组件进行固定，从而不再需要在地连墙钢筋笼受力主筋之间设置附加型钢骨架或者粗钢筋骨架，从而降低钢筋材料的浪费。
Diaphragm wall reinforcement cage and construction method thereof
The invention discloses an underground diaphragm wall reinforcement cage and a construction method thereof, and relates to the technical field of underground engineering. The underground diaphragm wall reinforcement cage comprises two sets of H-shaped steel assemblies arranged in parallel, each set of H-shaped steel assembly comprises a plurality of pieces of H-shaped steel, and the H-shaped steel in different sets are in one-to-one correspondence; the first fixing assemblies are arranged between the two pieces of H-shaped steel in one-to-one correspondence; the second fixing assemblies are arranged between the same group of H-shaped steel; the shear nails are arranged on the H-shaped steel; and the lining connecting steel bar is arranged on one of the two groups of H-shaped steel components. The multiple shear nails are arranged on the H-shaped steel, so that the H-shaped steel and the concrete can be cooperatively stressed, the H-shaped steel serves as a main stress structure, and the H-shaped steel is fixed through the first fixing assembly and the second fixing assembly; therefore, additional profile steel frameworks or thick reinforcement frameworks do not need to be arranged between the stressed main reinforcements of the diaphragm wall reinforcement cage any more, and waste of reinforcement materials is reduced.
本发明公开了一种地连墙钢筋笼及其施工方法，涉及地下工程技术领域。该地连墙钢筋笼，包括两组平行设置的H型钢组件，每组H型钢组件包括多条H型钢，不同组的H型钢之间一一对应；第一固定组件，其设置于一一对应的两条H型钢之间；第二固定组件，其设置于同一组H型钢之间；多个剪力钉，其设置于H型钢上；内衬连接钢筋，其设置于两组H型钢组件的其中一组上。本发明通过在H型钢上设置多个剪力钉，以使H型钢可与混凝土协同受力，从而将H型钢作为主要受力结构，并将H型钢之间通过第一固定组件和第二固定组件进行固定，从而不再需要在地连墙钢筋笼受力主筋之间设置附加型钢骨架或者粗钢筋骨架，从而降低钢筋材料的浪费。
Diaphragm wall reinforcement cage and construction method thereof
一种地连墙钢筋笼及其施工方法
WANG WEI (Autor:in) / XIAO HAIZHU (Autor:in) / HUANG QIYUAN (Autor:in) / CHEN YU (Autor:in) / ZHANG ZHOU (Autor:in) / WANG ZHONGBIN (Autor:in) / CAI LUAN (Autor:in) / GUO RIQIANG (Autor:in)
31.05.2024
Patent
Elektronische Ressource
Chinesisch
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