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A platform for research: civil engineering, architecture and urbanism
Connecting method for steel structure and masonry filler wall
The invention discloses a method for connecting a steel structure and a masonry filler wall, and relates to the technical field of construction and building materials, in the method, except that steel tie bars are arranged on a steel structure column according to relevant specifications of wall masonry, ultra-thin rock wool boards with the same wall width are fully laid at the joint of the steel structure and a wall in the wall arrangement direction, the rock wool boards are adhered to the steel structure through glue, and the steel structure column is connected with the masonry filler wall through the ultra-thin rock wool boards. The filler wall is built, and the joint of the filler wall and the steel structure and the two sides of the ultrathin rock wool board are sealed through silicone sealant, so that flexible connection between the steel structure and the filler wall is guaranteed, and the influence of insufficient rigidity of the steel structure and thermal expansion and cold contraction deformation on the filler wall is effectively avoided; the problem that large-scale cracks possibly occur at the joint of the steel structure and the masonry filler wall is solved, and the usability and durability of a building (structure) are improved.
本发明公开了一种钢结构与砌体填充墙连接方法，涉及建筑建材技术领域，本发明中钢结构柱上除按墙体砌筑相关规范设置拉结钢筋以外，在钢结构与墙体连接处，沿墙体布置方向，满铺同墙宽的超薄岩棉板，岩棉板通过胶粘到钢结构上，确保稳固，再砌筑填充墙，填充墙与钢结构连接处、超薄岩棉板两侧采用硅酮密封胶进行封口，保证了钢结构与填充墙之间的柔性连接，有效避免钢结构刚度不足及热胀冷缩变形对填充墙的影响，解决了钢结构与砌体填充墙连接处可能出现的大规模裂缝问题，增加建(构)筑物使用性及耐久性。
Connecting method for steel structure and masonry filler wall
The invention discloses a method for connecting a steel structure and a masonry filler wall, and relates to the technical field of construction and building materials, in the method, except that steel tie bars are arranged on a steel structure column according to relevant specifications of wall masonry, ultra-thin rock wool boards with the same wall width are fully laid at the joint of the steel structure and a wall in the wall arrangement direction, the rock wool boards are adhered to the steel structure through glue, and the steel structure column is connected with the masonry filler wall through the ultra-thin rock wool boards. The filler wall is built, and the joint of the filler wall and the steel structure and the two sides of the ultrathin rock wool board are sealed through silicone sealant, so that flexible connection between the steel structure and the filler wall is guaranteed, and the influence of insufficient rigidity of the steel structure and thermal expansion and cold contraction deformation on the filler wall is effectively avoided; the problem that large-scale cracks possibly occur at the joint of the steel structure and the masonry filler wall is solved, and the usability and durability of a building (structure) are improved.
本发明公开了一种钢结构与砌体填充墙连接方法，涉及建筑建材技术领域，本发明中钢结构柱上除按墙体砌筑相关规范设置拉结钢筋以外，在钢结构与墙体连接处，沿墙体布置方向，满铺同墙宽的超薄岩棉板，岩棉板通过胶粘到钢结构上，确保稳固，再砌筑填充墙，填充墙与钢结构连接处、超薄岩棉板两侧采用硅酮密封胶进行封口，保证了钢结构与填充墙之间的柔性连接，有效避免钢结构刚度不足及热胀冷缩变形对填充墙的影响，解决了钢结构与砌体填充墙连接处可能出现的大规模裂缝问题，增加建(构)筑物使用性及耐久性。
Connecting method for steel structure and masonry filler wall
一种钢结构与砌体填充墙连接方法
LONG XU (author) / XU PAN (author) / WU KELIANG (author) / HOU KAILIN (author) / FANG ZHENG (author)
2022-03-25
Patent
Electronic Resource
Chinese
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