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UHPC (Ultra High Performance Concrete)-necking type profiled steel sheet composite template composite shear wall
The invention discloses a UHPC (Ultra High Performance Concrete)-necking type profiled steel sheet composite template combined shear wall. The shear wall comprises two necking type profiled steel sheets, the two necking type profiled steel sheets are oppositely distributed, UHPC layers are formed on the outer sides of the two necking type profiled steel sheets in a pouring mode, J-shaped hooks are arranged on the two necking type profiled steel sheets, one ends of the J-shaped hooks are located in the UHPC layers, longitudinal shear keys and transverse shear keys are fixed to the ends of the J-shaped hooks, the other ends of the J-shaped hooks penetrate through the necking type profiled steel sheets, and the longitudinal shear keys and the transverse shear keys are fixed to the UHPC layers. J-shaped hooks are arranged on the two necking-down type profiled steel sheets, the J-shaped hooks on the two necking-down type profiled steel sheets are in one-to-one correspondence, the J-shaped hooks on one necking-down type profiled steel sheet are connected with the corresponding J-shaped hooks on the other necking-down type profiled steel sheet in an opposite pulling mode, and concrete is poured between the two necking-down type profiled steel sheets. And under the action of a horizontal load, the shear failure is not easy to occur.
本发明公开了一种UHPC‑缩口式压型钢板复合模板组合剪力墙，包括两块缩口式压型钢板；两块缩口式压型钢板相对分布，且两块缩口式压型钢板的外侧均浇筑形成有UHPC层，两块缩口式压型钢板上均设置有J形钩，其中，J形钩的一端位于UHPC层内且固定有纵向抗剪键及横向抗剪键，J形钩的另一端穿过缩口式压型钢板，且两块缩口式压型钢板上的J形钩一一对应，其中，一块缩口式压型钢板上的J形钩与另一块缩口式压型钢板上对应的J形钩相互对拉连接，两块缩口式压型钢板之间浇筑有混凝土，该剪力墙的防火性能优异，且在水平载荷作用下不易发生剪切破坏。
UHPC (Ultra High Performance Concrete)-necking type profiled steel sheet composite template composite shear wall
The invention discloses a UHPC (Ultra High Performance Concrete)-necking type profiled steel sheet composite template combined shear wall. The shear wall comprises two necking type profiled steel sheets, the two necking type profiled steel sheets are oppositely distributed, UHPC layers are formed on the outer sides of the two necking type profiled steel sheets in a pouring mode, J-shaped hooks are arranged on the two necking type profiled steel sheets, one ends of the J-shaped hooks are located in the UHPC layers, longitudinal shear keys and transverse shear keys are fixed to the ends of the J-shaped hooks, the other ends of the J-shaped hooks penetrate through the necking type profiled steel sheets, and the longitudinal shear keys and the transverse shear keys are fixed to the UHPC layers. J-shaped hooks are arranged on the two necking-down type profiled steel sheets, the J-shaped hooks on the two necking-down type profiled steel sheets are in one-to-one correspondence, the J-shaped hooks on one necking-down type profiled steel sheet are connected with the corresponding J-shaped hooks on the other necking-down type profiled steel sheet in an opposite pulling mode, and concrete is poured between the two necking-down type profiled steel sheets. And under the action of a horizontal load, the shear failure is not easy to occur.
本发明公开了一种UHPC‑缩口式压型钢板复合模板组合剪力墙，包括两块缩口式压型钢板；两块缩口式压型钢板相对分布，且两块缩口式压型钢板的外侧均浇筑形成有UHPC层，两块缩口式压型钢板上均设置有J形钩，其中，J形钩的一端位于UHPC层内且固定有纵向抗剪键及横向抗剪键，J形钩的另一端穿过缩口式压型钢板，且两块缩口式压型钢板上的J形钩一一对应，其中，一块缩口式压型钢板上的J形钩与另一块缩口式压型钢板上对应的J形钩相互对拉连接，两块缩口式压型钢板之间浇筑有混凝土，该剪力墙的防火性能优异，且在水平载荷作用下不易发生剪切破坏。
UHPC (Ultra High Performance Concrete)-necking type profiled steel sheet composite template composite shear wall
一种UHPC-缩口式压型钢板复合模板组合剪力墙
YU JINGUANG (author) / LIANG JIANYONG (author) / FENG XIAOTIAN (author)
2022-04-08
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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