Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Anti-progressive-collapse weak-axis beam-column joint with sliding unit and preparation method of weak-axis beam-column joint
The invention discloses an anti-progressive-collapse weak-axis beam column joint with a sliding unit and a preparation method of the joint. The joint comprises an H-shaped steel column, a column end short beam, an H-shaped steel beam, a first web cover plate and a second web cover plate. A web of the H-shaped steel column is connected with the column end short beam, a web of the column end short beam is in mortise and tenon joint with a web of the H-shaped steel beam through sawteeth, and the first web cover plate and the second web cover plate are fixed to the mortise and tenon joint position. The upper flange of the column end short beam and the upper flange of the H-shaped steel beam are connected in a sleeved mode through the first flange sliding cover, the lower flange of the column end short beam and the lower flange of the H-shaped steel beam are connected in a sleeved mode through the second flange sliding cover, the deformation capacity of the joint is excellent, and the preparation method is simple.
本发明公开了一种抗连续倒塌的带滑移单元弱轴梁柱节点及其制备方法，包括H型钢柱、柱端短梁、H型钢梁、第一腹板盖板及第二腹板盖板；所述H型钢柱的腹板与柱端短梁相连接，柱端短梁的腹板与H型钢梁的腹板通过锯齿进行榫卯连接，第一腹板盖板及第二腹板盖板固定于所述榫卯连接位置处；柱端短梁的上翼缘与H型钢梁的上翼缘通过第一翼缘滑盖套接连接，柱端短梁的下翼缘与H型钢梁的下翼缘通过第二翼缘滑盖套接连接，该节点的变形能力优异，且制备方法简单。
Anti-progressive-collapse weak-axis beam-column joint with sliding unit and preparation method of weak-axis beam-column joint
The invention discloses an anti-progressive-collapse weak-axis beam column joint with a sliding unit and a preparation method of the joint. The joint comprises an H-shaped steel column, a column end short beam, an H-shaped steel beam, a first web cover plate and a second web cover plate. A web of the H-shaped steel column is connected with the column end short beam, a web of the column end short beam is in mortise and tenon joint with a web of the H-shaped steel beam through sawteeth, and the first web cover plate and the second web cover plate are fixed to the mortise and tenon joint position. The upper flange of the column end short beam and the upper flange of the H-shaped steel beam are connected in a sleeved mode through the first flange sliding cover, the lower flange of the column end short beam and the lower flange of the H-shaped steel beam are connected in a sleeved mode through the second flange sliding cover, the deformation capacity of the joint is excellent, and the preparation method is simple.
本发明公开了一种抗连续倒塌的带滑移单元弱轴梁柱节点及其制备方法，包括H型钢柱、柱端短梁、H型钢梁、第一腹板盖板及第二腹板盖板；所述H型钢柱的腹板与柱端短梁相连接，柱端短梁的腹板与H型钢梁的腹板通过锯齿进行榫卯连接，第一腹板盖板及第二腹板盖板固定于所述榫卯连接位置处；柱端短梁的上翼缘与H型钢梁的上翼缘通过第一翼缘滑盖套接连接，柱端短梁的下翼缘与H型钢梁的下翼缘通过第二翼缘滑盖套接连接，该节点的变形能力优异，且制备方法简单。
Anti-progressive-collapse weak-axis beam-column joint with sliding unit and preparation method of weak-axis beam-column joint
一种抗连续倒塌的带滑移单元弱轴梁柱节点及其制备方法
MENG BAO (Autor:in) / YOU KE (Autor:in) / TIAN LIMIN (Autor:in) / LI HUI (Autor:in) / YUAN QING (Autor:in)
12.11.2024
Patent
Elektronische Ressource
Chinesisch
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