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Filled wallboard frame structure with shock resistance and shock absorption synergy and construction method
The invention discloses a filler wallboard frame structure with shock resistance and shock absorption collaboration.The filler wallboard frame structure comprises a frame and a filler wallboard located on the inner side of the frame, the frame is provided with two stand columns and two beam bodies, the filler wallboard comprises a plurality of masonry units arranged in the vertical direction, the length direction of the masonry units is parallel to the beam bodies, and the longitudinal direction of the masonry units is parallel to the beam bodies; vertical damping layers are arranged between the two stand columns and the brickwork units, tiled damping layers are arranged between the upper and lower adjacent brickwork units, connecting rods are arranged at the two ends of each brickwork unit respectively, the number of the connecting rods at each end is at least two, one ends of the connecting rods are hinged to the brickwork units, and the other ends of the connecting rods are hinged to the stand columns. The length of the connecting rods is in the length direction of the masonry units, and the connecting rods have axial pre-tensioning force. The tiled shock absorption layer and the vertical shock absorption layer can dissipate certain earthquake energy. And meanwhile, the connecting rods can form a restraining effect on the masonry units, and the overall anti-seismic property of the infilled wall structure is improved.
本申请公开了一种具有抗减震协同的填充墙板框架结构及施工方法,填充墙板框架结构包括框架和位于框架内侧的填充墙板,框架具有两个立柱和两个梁体,填充墙板包括多个沿竖向排列的砌体单元,砌体单元的长度方向平行于梁体,两个立柱与砌体单元之间均设有竖向减震层,上下相邻的砌体单元之间设有平铺减震层,砌体单元的两端分别设有连接杆,每一端的连接杆设置有至少两个,连接杆的一端铰接砌体单元,连接杆的另一端铰接立柱,连接杆的长度沿砌体单元的长度方向,连接杆具有沿轴向的预张紧力。本申请平铺减震层和竖向减震层能够耗散一定的地震能量。同时连接杆能够对砌体单元形成约束作用,提高填充墙结构整体的抗震性能。
Filled wallboard frame structure with shock resistance and shock absorption synergy and construction method
The invention discloses a filler wallboard frame structure with shock resistance and shock absorption collaboration.The filler wallboard frame structure comprises a frame and a filler wallboard located on the inner side of the frame, the frame is provided with two stand columns and two beam bodies, the filler wallboard comprises a plurality of masonry units arranged in the vertical direction, the length direction of the masonry units is parallel to the beam bodies, and the longitudinal direction of the masonry units is parallel to the beam bodies; vertical damping layers are arranged between the two stand columns and the brickwork units, tiled damping layers are arranged between the upper and lower adjacent brickwork units, connecting rods are arranged at the two ends of each brickwork unit respectively, the number of the connecting rods at each end is at least two, one ends of the connecting rods are hinged to the brickwork units, and the other ends of the connecting rods are hinged to the stand columns. The length of the connecting rods is in the length direction of the masonry units, and the connecting rods have axial pre-tensioning force. The tiled shock absorption layer and the vertical shock absorption layer can dissipate certain earthquake energy. And meanwhile, the connecting rods can form a restraining effect on the masonry units, and the overall anti-seismic property of the infilled wall structure is improved.
本申请公开了一种具有抗减震协同的填充墙板框架结构及施工方法,填充墙板框架结构包括框架和位于框架内侧的填充墙板,框架具有两个立柱和两个梁体,填充墙板包括多个沿竖向排列的砌体单元,砌体单元的长度方向平行于梁体,两个立柱与砌体单元之间均设有竖向减震层,上下相邻的砌体单元之间设有平铺减震层,砌体单元的两端分别设有连接杆,每一端的连接杆设置有至少两个,连接杆的一端铰接砌体单元,连接杆的另一端铰接立柱,连接杆的长度沿砌体单元的长度方向,连接杆具有沿轴向的预张紧力。本申请平铺减震层和竖向减震层能够耗散一定的地震能量。同时连接杆能够对砌体单元形成约束作用,提高填充墙结构整体的抗震性能。
Filled wallboard frame structure with shock resistance and shock absorption synergy and construction method
一种具有抗减震协同的填充墙板框架结构及施工方法
HUANG JINDANG (Autor:in) / LIU BAOPING (Autor:in) / LIN YU (Autor:in)
12.03.2024
Patent
Elektronische Ressource
Chinesisch
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