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Self-resetting energy consumption hinge beam column connecting joint and assembling method
The invention provides a self-resetting energy dissipation hinge beam column connecting joint and an assembling method. The self-resetting energy dissipation hinge beam column connecting joint comprises a beam connecting block, a column connecting block, an energy dissipation self-resetting connecting block and a connecting steel plate. Column connecting blocks are pre-buried in the stand columns, and beam connecting blocks are pre-buried in the cross beams; the column connecting block and the beam connecting block are identical in structure, and the middle portions are hinged through a connecting steel plate. And energy consumption self-resetting connecting blocks are mounted below and above the column connecting block and the beam connecting block. The energy-dissipating capacity is high, the self-resetting performance is good, and the structure has excellent anti-seismic performance and self-resetting capacity under a high-strength earthquake.
本发明提供了一种自复位耗能铰梁柱连接节点及组装方法,自复位耗能铰梁柱连接节点包括梁连接块、柱连接块、耗能自复位连接块和连接钢板;立柱预埋有柱连接块,横梁预埋有梁连接块;所述柱连接块和梁连接块结构完全相同,且中部由连接钢板铰接连接;柱连接块和梁连接块的下方和上方均安装有耗能自复位连接块。本发明耗能能力强、自复位性能好,使得结构在高强度地震下具有优异的抗震性能和自复位能力。
Self-resetting energy consumption hinge beam column connecting joint and assembling method
The invention provides a self-resetting energy dissipation hinge beam column connecting joint and an assembling method. The self-resetting energy dissipation hinge beam column connecting joint comprises a beam connecting block, a column connecting block, an energy dissipation self-resetting connecting block and a connecting steel plate. Column connecting blocks are pre-buried in the stand columns, and beam connecting blocks are pre-buried in the cross beams; the column connecting block and the beam connecting block are identical in structure, and the middle portions are hinged through a connecting steel plate. And energy consumption self-resetting connecting blocks are mounted below and above the column connecting block and the beam connecting block. The energy-dissipating capacity is high, the self-resetting performance is good, and the structure has excellent anti-seismic performance and self-resetting capacity under a high-strength earthquake.
本发明提供了一种自复位耗能铰梁柱连接节点及组装方法,自复位耗能铰梁柱连接节点包括梁连接块、柱连接块、耗能自复位连接块和连接钢板;立柱预埋有柱连接块,横梁预埋有梁连接块;所述柱连接块和梁连接块结构完全相同,且中部由连接钢板铰接连接;柱连接块和梁连接块的下方和上方均安装有耗能自复位连接块。本发明耗能能力强、自复位性能好,使得结构在高强度地震下具有优异的抗震性能和自复位能力。
Self-resetting energy consumption hinge beam column connecting joint and assembling method
一种自复位耗能铰梁柱连接节点及组装方法
WANG BO (Autor:in) / GAO XIN (Autor:in) / WANG JINGFENG (Autor:in) / HU CHANGYAO (Autor:in) / ZHAO CHUNFENG (Autor:in)
17.11.2023
Patent
Elektronische Ressource
Chinesisch
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