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一种钢结构装配式建筑及其装配方法
本发明公开了一种钢结构装配式建筑及其装配方法,涉及钢结构装配式建筑技术领域,包括第一直角剪力墙,所述第一直角剪力墙的一侧固定连接有第一连接梁,所述第一直角剪力墙的另一侧固定连接有第四连接梁,所述第一直角剪力墙的顶部固定连接有承重柱,所述承重柱的顶部固定连接有第二直角剪力墙,所述第一连接梁的上表面和第四连接梁的上表面靠近两端的位置分别固定连接有斜向支撑板,所述第二直角剪力墙的一侧固定连接有第二连接梁,所述第二直角剪力墙的另一侧固定连接有第三连接梁,所述第二直角剪力墙的两端分别设置有连接卡筒。本发明公开的一种钢结构装配式建筑及其装配方法具有利用着力钢索降低局部剪切力的技术效果。
The invention discloses a steel structure assembly type building and an assembly method thereof, and relates to the technical field of steel structure assembly type constructions.The steel structure assembly type building comprises a first right-angle shear wall, one side of the first right-angle shear wall is fixedly connected with a first connecting beam, and the other side of the first right-angle shear wall is fixedly connected with a fourth connecting beam; a bearing column is fixedly connected to the top of the first right-angle shear wall, a second right-angle shear wall is fixedly connected to the top of the bearing column, and inclined supporting plates are fixedly connected to the positions, close to the two ends, of the upper surface of the first connecting beam and the upper surface of the fourth connecting beam correspondingly. A second connecting beam is fixedly connected to one side of the second right-angle shear wall, a third connecting beam is fixedly connected to the other side of the second right-angle shear wall, and connecting clamping cylinders are arranged at the two ends of the second right-angle shear wall respectively. The steel structure fabricated building and the assembly method thereof disclosed by the invention have the technical effect of reducing local shear force by utilizing the force applying steel cables.
一种钢结构装配式建筑及其装配方法
本发明公开了一种钢结构装配式建筑及其装配方法,涉及钢结构装配式建筑技术领域,包括第一直角剪力墙,所述第一直角剪力墙的一侧固定连接有第一连接梁,所述第一直角剪力墙的另一侧固定连接有第四连接梁,所述第一直角剪力墙的顶部固定连接有承重柱,所述承重柱的顶部固定连接有第二直角剪力墙,所述第一连接梁的上表面和第四连接梁的上表面靠近两端的位置分别固定连接有斜向支撑板,所述第二直角剪力墙的一侧固定连接有第二连接梁,所述第二直角剪力墙的另一侧固定连接有第三连接梁,所述第二直角剪力墙的两端分别设置有连接卡筒。本发明公开的一种钢结构装配式建筑及其装配方法具有利用着力钢索降低局部剪切力的技术效果。
The invention discloses a steel structure assembly type building and an assembly method thereof, and relates to the technical field of steel structure assembly type constructions.The steel structure assembly type building comprises a first right-angle shear wall, one side of the first right-angle shear wall is fixedly connected with a first connecting beam, and the other side of the first right-angle shear wall is fixedly connected with a fourth connecting beam; a bearing column is fixedly connected to the top of the first right-angle shear wall, a second right-angle shear wall is fixedly connected to the top of the bearing column, and inclined supporting plates are fixedly connected to the positions, close to the two ends, of the upper surface of the first connecting beam and the upper surface of the fourth connecting beam correspondingly. A second connecting beam is fixedly connected to one side of the second right-angle shear wall, a third connecting beam is fixedly connected to the other side of the second right-angle shear wall, and connecting clamping cylinders are arranged at the two ends of the second right-angle shear wall respectively. The steel structure fabricated building and the assembly method thereof disclosed by the invention have the technical effect of reducing local shear force by utilizing the force applying steel cables.
一种钢结构装配式建筑及其装配方法
25.03.2025
Patent
Elektronische Ressource
Chinesisch