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The invention relates to an FRP (Fiber Reinforce Plastic) metal combined self-resetting beam-column joint which is arranged between a structural beam and a structural column and is characterized in that the beam-column joint comprises a metal joint area, a beam connecting section corresponding to the structural beam is formed on the side part of the metal joint area, and the beam connecting section is used for connecting the structural beam; column connecting sections corresponding to the structural columns are formed at the top and the bottom of the metal node area, and the column connecting sections are used for connecting the structural columns; the FRP prestressed tendons are arranged between the beam connecting section and the structural beam, and the FRP prestressed tendons are arranged along the full length of the structural beam; and the replaceable energy dissipation pieces are rotatably arranged between the side portions of the structural beams and the metal joint areas, the structure is simple, and the anti-seismic effect is good.
本发明涉及一种FRP金属组合自复位梁柱节点,设置于结构梁和结构柱之间,其特征是,所述梁柱节点包括:金属节点域,所述金属节点域的侧部对应所述结构梁形成有梁连接段,所述梁连接段用于连接所述结构梁,所述金属节点域的顶部和底部对应所述结构柱形成有柱连接段,所述柱连接段用于连接所述结构柱;设置于所述梁连接段和所述结构梁之间的FRP预应力筋,所述FRP预应力筋沿所述结构梁通长设置;以及可转动的设置于所述结构梁的侧部和所述金属节点域之间的可更换耗能件,结构简单,抗震效果好。
The invention relates to an FRP (Fiber Reinforce Plastic) metal combined self-resetting beam-column joint which is arranged between a structural beam and a structural column and is characterized in that the beam-column joint comprises a metal joint area, a beam connecting section corresponding to the structural beam is formed on the side part of the metal joint area, and the beam connecting section is used for connecting the structural beam; column connecting sections corresponding to the structural columns are formed at the top and the bottom of the metal node area, and the column connecting sections are used for connecting the structural columns; the FRP prestressed tendons are arranged between the beam connecting section and the structural beam, and the FRP prestressed tendons are arranged along the full length of the structural beam; and the replaceable energy dissipation pieces are rotatably arranged between the side portions of the structural beams and the metal joint areas, the structure is simple, and the anti-seismic effect is good.
本发明涉及一种FRP金属组合自复位梁柱节点,设置于结构梁和结构柱之间,其特征是,所述梁柱节点包括:金属节点域,所述金属节点域的侧部对应所述结构梁形成有梁连接段,所述梁连接段用于连接所述结构梁,所述金属节点域的顶部和底部对应所述结构柱形成有柱连接段,所述柱连接段用于连接所述结构柱;设置于所述梁连接段和所述结构梁之间的FRP预应力筋,所述FRP预应力筋沿所述结构梁通长设置;以及可转动的设置于所述结构梁的侧部和所述金属节点域之间的可更换耗能件,结构简单,抗震效果好。
FRP metal combined self-resetting beam column joint and assembling method thereof
一种FRP金属组合自复位梁柱节点及其组装方法
2024-09-06
Patent
Electronic Resource
Chinese
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