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Prefabricated combined assembly type steel plate shear wall
The invention relates to the technical field of shear walls, in particular to a prefabricated combined assembly type steel plate shear wall. The prefabricated combined assembly type steel plate shear wall comprises two vertical plates, wherein two limiting blocks are fixedly connected to the opposite sides of the two vertical plates, U-shaped cross beams are slidably connected to the outer parts of the limiting blocks, a shear wall is arranged among the four U-shaped cross beams, the shear wall comprises two limiting plates attached to the U-shaped cross beams, and two placing strips are arranged at the bottom between the two limiting plates. Components formed in the shear wall are matched, and the deformation resistance of the shear wall is enhanced by special rods, so that the shear resistant effect is improved; the special rods, the limiting plates and the like are formed into a whole through cylindrical rods, and part transportation can be achieved at ordinary times, so that the transportation amount is increased; rapid assembly can be achieved during installation, so that the flexibility is improved; and compared with a reinforced concrete shear wall which can be installed after being solidified for a long time in the prior art, the working time is shortened, and the efficiency is improved.
本发明涉及剪力墙技术领域,具体的说是一种预制组合装配式钢板剪力墙,包括两个竖板,所述两个竖板相对一侧均固定连接有两个限位块,所述限位块外部滑动连接有U形横梁,所述四个U形横梁之间设有剪力墙;所述剪力墙包括两个与U形横梁贴合的限位板,所述两个限位板之间底部设有两个放置条。通过剪力墙内构成的部件之间的配合,特制杆增强剪力墙的抗变形能力,从而提高抗剪效果,圆柱杆将特制杆、限位板等形成一个整体,平时运输可以呈零部件运输,增加运输量,安装时可以快速进行装配,提高了灵活性,不像现有技术中的钢筋混泥土剪力墙,需要等待较长时间凝固后才能算完成安装,缩短了工时,提高了效率。
Prefabricated combined assembly type steel plate shear wall
The invention relates to the technical field of shear walls, in particular to a prefabricated combined assembly type steel plate shear wall. The prefabricated combined assembly type steel plate shear wall comprises two vertical plates, wherein two limiting blocks are fixedly connected to the opposite sides of the two vertical plates, U-shaped cross beams are slidably connected to the outer parts of the limiting blocks, a shear wall is arranged among the four U-shaped cross beams, the shear wall comprises two limiting plates attached to the U-shaped cross beams, and two placing strips are arranged at the bottom between the two limiting plates. Components formed in the shear wall are matched, and the deformation resistance of the shear wall is enhanced by special rods, so that the shear resistant effect is improved; the special rods, the limiting plates and the like are formed into a whole through cylindrical rods, and part transportation can be achieved at ordinary times, so that the transportation amount is increased; rapid assembly can be achieved during installation, so that the flexibility is improved; and compared with a reinforced concrete shear wall which can be installed after being solidified for a long time in the prior art, the working time is shortened, and the efficiency is improved.
本发明涉及剪力墙技术领域,具体的说是一种预制组合装配式钢板剪力墙,包括两个竖板,所述两个竖板相对一侧均固定连接有两个限位块,所述限位块外部滑动连接有U形横梁,所述四个U形横梁之间设有剪力墙;所述剪力墙包括两个与U形横梁贴合的限位板,所述两个限位板之间底部设有两个放置条。通过剪力墙内构成的部件之间的配合,特制杆增强剪力墙的抗变形能力,从而提高抗剪效果,圆柱杆将特制杆、限位板等形成一个整体,平时运输可以呈零部件运输,增加运输量,安装时可以快速进行装配,提高了灵活性,不像现有技术中的钢筋混泥土剪力墙,需要等待较长时间凝固后才能算完成安装,缩短了工时,提高了效率。
Prefabricated combined assembly type steel plate shear wall
一种预制组合装配式钢板剪力墙
HUANG YONG (Autor:in) / WANG JIANSHENG (Autor:in)
23.11.2021
Patent
Elektronische Ressource
Chinesisch
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