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Masonry steel constructional column system and construction method
The invention relates to a masonry steel constructional column system and a construction method, which are characterized in that a Z-shaped steel constructional column is arranged between an upper frame beam and a floor slab, the edge of a wall body between the upper frame beam and the floor slab is sealed by a U-shaped edge sealing steel constructional column, and a steel ring beam is arranged when a masonry filler wall reaches a certain height; one end of the steel ring beam is connected with the frame column, and the other end of the steel ring beam is connected with the steel constructional column through rivets; one end of the steel ring beam is connected with the steel constructional column through a rivet, and the other end of the steel ring beam is connected with the edge-sealed steel constructional column; a slope wall is lined between the top of the infilled wall and the bottom of the upper frame beam, and solid building blocks are filled or concrete is poured from the bottom of the infilled wall to the top of the floor slab; hanging nets are laid on the surfaces of the frame columns, the surfaces of the infilled walls, the surfaces of the steel constructional columns and the surfaces of the edge sealing steel constructional columns, and wall plastering layers are arranged outside the hanging nets to level the wall. The method is less in field wet operation and high in construction efficiency.
本发明涉及一种砌体钢构造柱系统及施工方法,是将Z型钢构造柱安装在上框架梁和楼板之间,在上框架梁和楼板之间的墙体边缘用U型封边钢构造柱进行封边,在砌筑的填充墙达到一定高度时设置钢圈梁,介于框架柱与钢构造柱之间的钢圈梁,一端与框架柱连接,另一端与钢构造柱铆钉连接;介于钢构造柱与封边钢构造柱之间的钢圈梁,一端与钢构造柱铆钉连接,另一端与封边钢构造柱连接;填充墙的顶部至上框架梁底部之间衬砌斜面墙,填充墙的底部至楼板的顶部填充实心砌块或浇筑混凝土;在框架柱的表面、填充墙的表面、钢构造柱的表面、封边钢构造柱的表面铺设挂网,并在挂网外部设置墙面抹灰层对墙面进行找平。本发明现场湿作业少,施工效率高。
Masonry steel constructional column system and construction method
The invention relates to a masonry steel constructional column system and a construction method, which are characterized in that a Z-shaped steel constructional column is arranged between an upper frame beam and a floor slab, the edge of a wall body between the upper frame beam and the floor slab is sealed by a U-shaped edge sealing steel constructional column, and a steel ring beam is arranged when a masonry filler wall reaches a certain height; one end of the steel ring beam is connected with the frame column, and the other end of the steel ring beam is connected with the steel constructional column through rivets; one end of the steel ring beam is connected with the steel constructional column through a rivet, and the other end of the steel ring beam is connected with the edge-sealed steel constructional column; a slope wall is lined between the top of the infilled wall and the bottom of the upper frame beam, and solid building blocks are filled or concrete is poured from the bottom of the infilled wall to the top of the floor slab; hanging nets are laid on the surfaces of the frame columns, the surfaces of the infilled walls, the surfaces of the steel constructional columns and the surfaces of the edge sealing steel constructional columns, and wall plastering layers are arranged outside the hanging nets to level the wall. The method is less in field wet operation and high in construction efficiency.
本发明涉及一种砌体钢构造柱系统及施工方法,是将Z型钢构造柱安装在上框架梁和楼板之间,在上框架梁和楼板之间的墙体边缘用U型封边钢构造柱进行封边,在砌筑的填充墙达到一定高度时设置钢圈梁,介于框架柱与钢构造柱之间的钢圈梁,一端与框架柱连接,另一端与钢构造柱铆钉连接;介于钢构造柱与封边钢构造柱之间的钢圈梁,一端与钢构造柱铆钉连接,另一端与封边钢构造柱连接;填充墙的顶部至上框架梁底部之间衬砌斜面墙,填充墙的底部至楼板的顶部填充实心砌块或浇筑混凝土;在框架柱的表面、填充墙的表面、钢构造柱的表面、封边钢构造柱的表面铺设挂网,并在挂网外部设置墙面抹灰层对墙面进行找平。本发明现场湿作业少,施工效率高。
Masonry steel constructional column system and construction method
一种砌体钢构造柱系统及施工方法
BAO CONG (author) / WANG LIUCHENG (author) / GUO DEWANG (author) / ZHANG YUQI (author) / FAN ZHIFU (author) / LIU HUIZHEN (author) / SHI YUANQIANG (author) / REN QIANG (author) / YU LINGFENG (author) / JIN JIAFENG (author)
2024-02-09
Patent
Electronic Resource
Chinese
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