Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Connecting method for fabricated composite ribbed wall and steel structure beam column
The invention relates to the field of connection of an assembly type composite wall and a steel structure beam column, in particular to a method for connecting an assembly type composite dense rib wall and a steel structure beam column, which comprises the following steps of: respectively forming clamping grooves in a steel beam and a steel column according to the positions of reinforcing steel bars of the composite dense rib wall, and mounting the reinforcing steel bars on one side of the composite dense rib wall and the clamping grooves in the steel column on the corresponding side; then, the outer side of the steel column is sleeved with a base plate, and the base plate and the steel column are locked through nuts; connecting the steel column on the other side; after the steel columns on the two sides are installed, the clamping grooves in the lower steel beam and the steel bars at the bottom of the composite dense rib wall are installed in a one-to-one correspondence mode, then the bottom of the steel beam is sleeved with base plates corresponding to the steel bars and locked through nuts, and then the upper steel beam is installed; after the steel columns on the two sides and the upper and lower steel beams are connected respectively, heat preservation building blocks are installed in the composite dense rib wall body. Cooperative stress of the multi-ribbed composite wall and the steel structure beam column can be guaranteed, integrity and shock resistance are improved, installation is easy, and the construction progress is accelerated.
本发明涉及装配式复合墙体与钢结构梁柱连接领域，特别是一种装配式复合密肋墙体与钢结构梁柱的连接方法，根据复合密肋墙体钢筋位置，在钢梁和钢柱上分别开设卡槽，将复合密肋墙体一侧的钢筋与其对应一侧钢柱上的卡槽安装，然后在钢柱外侧套装垫板，通过螺母将垫板与钢柱锁紧；连接另一侧钢柱；两侧钢柱安装完成后，先将下钢梁上的卡槽与复合密肋墙体底部钢筋一一对应安装，然后在钢梁的底部对应每根钢筋套装垫板，并通过螺母锁紧，然后安装上钢梁；两侧钢柱以及上下钢梁分别连接完成后，在复合密肋墙体的内部安装保温砌块。本发明能够保证密肋复合墙体与钢结构梁柱协同受力，提高整体性和抗震性，安装简单，加快施工进度。
Connecting method for fabricated composite ribbed wall and steel structure beam column
The invention relates to the field of connection of an assembly type composite wall and a steel structure beam column, in particular to a method for connecting an assembly type composite dense rib wall and a steel structure beam column, which comprises the following steps of: respectively forming clamping grooves in a steel beam and a steel column according to the positions of reinforcing steel bars of the composite dense rib wall, and mounting the reinforcing steel bars on one side of the composite dense rib wall and the clamping grooves in the steel column on the corresponding side; then, the outer side of the steel column is sleeved with a base plate, and the base plate and the steel column are locked through nuts; connecting the steel column on the other side; after the steel columns on the two sides are installed, the clamping grooves in the lower steel beam and the steel bars at the bottom of the composite dense rib wall are installed in a one-to-one correspondence mode, then the bottom of the steel beam is sleeved with base plates corresponding to the steel bars and locked through nuts, and then the upper steel beam is installed; after the steel columns on the two sides and the upper and lower steel beams are connected respectively, heat preservation building blocks are installed in the composite dense rib wall body. Cooperative stress of the multi-ribbed composite wall and the steel structure beam column can be guaranteed, integrity and shock resistance are improved, installation is easy, and the construction progress is accelerated.
本发明涉及装配式复合墙体与钢结构梁柱连接领域，特别是一种装配式复合密肋墙体与钢结构梁柱的连接方法，根据复合密肋墙体钢筋位置，在钢梁和钢柱上分别开设卡槽，将复合密肋墙体一侧的钢筋与其对应一侧钢柱上的卡槽安装，然后在钢柱外侧套装垫板，通过螺母将垫板与钢柱锁紧；连接另一侧钢柱；两侧钢柱安装完成后，先将下钢梁上的卡槽与复合密肋墙体底部钢筋一一对应安装，然后在钢梁的底部对应每根钢筋套装垫板，并通过螺母锁紧，然后安装上钢梁；两侧钢柱以及上下钢梁分别连接完成后，在复合密肋墙体的内部安装保温砌块。本发明能够保证密肋复合墙体与钢结构梁柱协同受力，提高整体性和抗震性，安装简单，加快施工进度。
Connecting method for fabricated composite ribbed wall and steel structure beam column
装配式复合密肋墙体与钢结构梁柱的连接方法
SONG TAO (Autor:in) / SUN RENJIE (Autor:in) / CHANG BIN (Autor:in)
15.03.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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