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Post-earthquake replaceable assembly type tubular web weakening connecting joint and assembling method thereof
The invention discloses a post-earthquake replaceable assembly type tubular web weakening connecting joint and an assembling method thereof, and belongs to the technical field of assembly type building engineering. Comprising a concrete filled steel tubular column, an I-shaped short beam, a tubular web splicing section and an I-shaped steel beam, one end of the I-shaped short beam is connected to the concrete filled steel tubular column, the other end of the I-shaped short beam is connected with one end of the tubular web splicing section, and the other end of the tubular web splicing section is connected with one end of the I-shaped steel beam; end plates are arranged at the connecting end of the I-shaped short beam and the tubular web splicing section, the two ends of the tubular web splicing section and the connecting end of the I-shaped steel beam and the tubular web splicing section, a plurality of through holes are formed in the end plates, and first high-strength bolts corresponding to the through holes in number are arranged in the through holes. The technical scheme is used for solving the problems that an existing connecting joint needs to be welded on site, so that the welding seam quality is poor, the repair process is complex after damage, and the repair difficulty is large.
本发明公开了震后可更换装配式管状腹板削弱连接节点及其拼装方法,属于装配式建筑工程技术领域。包括钢管混凝土柱、工字型短梁、管状腹板拼接段和工字型钢梁;所述工字型短梁的一端连接于钢管混凝土柱上,所述工字型短梁的另一端与管状腹板拼接段的一端连接,所述管状腹板拼接段的另一端与工字型钢梁的一端连接;所述工字型短梁与管状腹板拼接段的连接端、管状腹板拼接段的两端、以及工字型钢梁与管状腹板拼接段的连接端上均设有端板,所述端板上设有若干通孔,所述通孔内设有与通孔数量对应的第一高强螺栓。本技术方案用以解决现有连接节点需要现场进行焊接作业,导致焊缝质量不佳,以及破坏后修复工艺复杂,修复难度大的问题。
Post-earthquake replaceable assembly type tubular web weakening connecting joint and assembling method thereof
The invention discloses a post-earthquake replaceable assembly type tubular web weakening connecting joint and an assembling method thereof, and belongs to the technical field of assembly type building engineering. Comprising a concrete filled steel tubular column, an I-shaped short beam, a tubular web splicing section and an I-shaped steel beam, one end of the I-shaped short beam is connected to the concrete filled steel tubular column, the other end of the I-shaped short beam is connected with one end of the tubular web splicing section, and the other end of the tubular web splicing section is connected with one end of the I-shaped steel beam; end plates are arranged at the connecting end of the I-shaped short beam and the tubular web splicing section, the two ends of the tubular web splicing section and the connecting end of the I-shaped steel beam and the tubular web splicing section, a plurality of through holes are formed in the end plates, and first high-strength bolts corresponding to the through holes in number are arranged in the through holes. The technical scheme is used for solving the problems that an existing connecting joint needs to be welded on site, so that the welding seam quality is poor, the repair process is complex after damage, and the repair difficulty is large.
本发明公开了震后可更换装配式管状腹板削弱连接节点及其拼装方法,属于装配式建筑工程技术领域。包括钢管混凝土柱、工字型短梁、管状腹板拼接段和工字型钢梁;所述工字型短梁的一端连接于钢管混凝土柱上,所述工字型短梁的另一端与管状腹板拼接段的一端连接,所述管状腹板拼接段的另一端与工字型钢梁的一端连接;所述工字型短梁与管状腹板拼接段的连接端、管状腹板拼接段的两端、以及工字型钢梁与管状腹板拼接段的连接端上均设有端板,所述端板上设有若干通孔,所述通孔内设有与通孔数量对应的第一高强螺栓。本技术方案用以解决现有连接节点需要现场进行焊接作业,导致焊缝质量不佳,以及破坏后修复工艺复杂,修复难度大的问题。
Post-earthquake replaceable assembly type tubular web weakening connecting joint and assembling method thereof
震后可更换装配式管状腹板削弱连接节点及其拼装方法
HU SHAOWEI (author) / QI HAO (author) / LI WENHAO (author) / WANG KANG (author) / TIAN XINRU (author) / XU YAOQUN (author)
2023-07-21
Patent
Electronic Resource
Chinese
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