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A platform for research: civil engineering, architecture and urbanism
Replaceable beam column joint of bearing-damping cooperation mechanism and method
The invention discloses a replaceable beam-column joint of a bearing-damping cooperation mechanism and a method, solves the problem that in the prior art, an underground structure joint is poor in anti-seismic toughness, and has the beneficial effects that the anti-seismic toughness of the joint is improved, and the life cycle of an underground structure beam column is guaranteed. According to the specific scheme, the replaceable beam-column joint of the bearing-damping cooperation mechanism comprises a first column, a first section beam is fixed to the side portion of the first column, the first section beam and a second section beam are connected through a connecting piece, and the first section beam, the second section beam and the connecting piece form a part of a cross beam; the connecting pieces are located on the two opposite sides of the first section beam and the second section beam, the first fastener sequentially penetrates through the connecting piece on one side, the first section beam or the second section beam and the connecting piece on the other side, the first fastener is detachably arranged, an energy dissipation component is connected between the connecting pieces on the two sides, one end of the energy dissipation component is detachably connected with the first column, and the other end of the energy dissipation component is detachably connected with the second column. And the other end is detachably connected with the connecting piece.
本发明公开了一种承载‑减震协同机制的可更换梁柱节点及方法，解决了现有技术中地下结构节点处抗震韧性较差的问题，具有提高节点处抗震韧性、保证地下结构梁柱寿命周期的有益效果，具体方案如下：一种承载‑减震协同机制的可更换梁柱节点，包括第一柱，第一段梁固定于第一柱的侧部，第一段梁与第二段梁之间通过连接件连接，第一段梁、第二段梁和连接件组成横梁的一部分，连接件位于第一段梁和第二段梁对立的两侧，第一紧固件依次穿过一侧的连接件、第一段梁或第二段梁和另一侧的连接件设置，第一紧固件可拆卸设置，两侧的连接件之间连接有耗能构件，耗能构件的一端与第一柱可拆卸连接，另一端与连接件可拆卸连接。
Replaceable beam column joint of bearing-damping cooperation mechanism and method
The invention discloses a replaceable beam-column joint of a bearing-damping cooperation mechanism and a method, solves the problem that in the prior art, an underground structure joint is poor in anti-seismic toughness, and has the beneficial effects that the anti-seismic toughness of the joint is improved, and the life cycle of an underground structure beam column is guaranteed. According to the specific scheme, the replaceable beam-column joint of the bearing-damping cooperation mechanism comprises a first column, a first section beam is fixed to the side portion of the first column, the first section beam and a second section beam are connected through a connecting piece, and the first section beam, the second section beam and the connecting piece form a part of a cross beam; the connecting pieces are located on the two opposite sides of the first section beam and the second section beam, the first fastener sequentially penetrates through the connecting piece on one side, the first section beam or the second section beam and the connecting piece on the other side, the first fastener is detachably arranged, an energy dissipation component is connected between the connecting pieces on the two sides, one end of the energy dissipation component is detachably connected with the first column, and the other end of the energy dissipation component is detachably connected with the second column. And the other end is detachably connected with the connecting piece.
本发明公开了一种承载‑减震协同机制的可更换梁柱节点及方法，解决了现有技术中地下结构节点处抗震韧性较差的问题，具有提高节点处抗震韧性、保证地下结构梁柱寿命周期的有益效果，具体方案如下：一种承载‑减震协同机制的可更换梁柱节点，包括第一柱，第一段梁固定于第一柱的侧部，第一段梁与第二段梁之间通过连接件连接，第一段梁、第二段梁和连接件组成横梁的一部分，连接件位于第一段梁和第二段梁对立的两侧，第一紧固件依次穿过一侧的连接件、第一段梁或第二段梁和另一侧的连接件设置，第一紧固件可拆卸设置，两侧的连接件之间连接有耗能构件，耗能构件的一端与第一柱可拆卸连接，另一端与连接件可拆卸连接。
Replaceable beam column joint of bearing-damping cooperation mechanism and method
一种承载-减震协同机制的可更换梁柱节点及方法
QIU DAPENG (author) / MA BOWEN (author) / REN WENJING (author) / LIU AIJUN (author) / WANG WENMING (author) / WANG PEISEN (author)
2024-09-17
Patent
Electronic Resource
Chinese
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