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Double-herringbone supporting energy dissipation structure, fabricated supporting frame system and construction method
The invention provides a double-herringbone supporting energy dissipation structure, a fabricated supporting frame system and a construction method, and belongs to the field of fabricated buildings. The double-herringbone supporting energy dissipation structure comprises a first supporting rod, a second supporting rod, a third supporting rod, a fourth supporting rod, a first top end connecting hinge, a second top end connecting hinge, a first horizontal connecting rod, a second horizontal connecting rod and a damping assembly. Every two supporting rods are jointly connected to the top end connecting hinge to form an inverted herringbone shape and a herringbone shape, and four bottom feet are correspondingly supported on the two upper top corners and the two lower bottom corners of the frame; the free ends of the two horizontal connecting rods are hinged to the two connecting hinges, and the other ends of the two horizontal connecting rods are connected to the damping assembly; and the first top end connecting hinge, the first horizontal connecting rod, the damping assembly, the second horizontal connecting rod and the second top end connecting hinge form a straight line, and the straight line is parallel to an upper beam and a lower beam of the frame. Earthquake energy can be effectively absorbed during earthquakes, the horizontal connecting rods and the energy dissipation parts are convenient to replace after the earthquakes, and post-earthquake repair is easy.
本发明提供了一种双人字型支撑耗能结构、装配式支撑框架体系及施工方法,属于装配式建筑领域。所述双人字型支撑耗能结构包括:第一支撑杆、第二支撑杆、第三支撑杆、第四支撑杆、第一顶端连接铰、第二顶端连接铰、第一水平连接杆、第二水平连接杆及阻尼组件;每两个支撑杆共同连接于顶端连接铰,构成倒人字形和人字形,四个底脚分别支撑于框架的两个上顶角和两个下底角;两个水平连接杆的自由端铰接于两个连接铰,另一端连接于阻尼组件;第一顶端连接铰、第一水平连接杆、阻尼组件、第二水平连接和第二顶端连接铰成一条直线,且直线与框架的上下梁平行。本发明地震时可以有效吸收地震能量,地震后方便更换水平连接杆和耗能部件,易于震后修复。
Double-herringbone supporting energy dissipation structure, fabricated supporting frame system and construction method
The invention provides a double-herringbone supporting energy dissipation structure, a fabricated supporting frame system and a construction method, and belongs to the field of fabricated buildings. The double-herringbone supporting energy dissipation structure comprises a first supporting rod, a second supporting rod, a third supporting rod, a fourth supporting rod, a first top end connecting hinge, a second top end connecting hinge, a first horizontal connecting rod, a second horizontal connecting rod and a damping assembly. Every two supporting rods are jointly connected to the top end connecting hinge to form an inverted herringbone shape and a herringbone shape, and four bottom feet are correspondingly supported on the two upper top corners and the two lower bottom corners of the frame; the free ends of the two horizontal connecting rods are hinged to the two connecting hinges, and the other ends of the two horizontal connecting rods are connected to the damping assembly; and the first top end connecting hinge, the first horizontal connecting rod, the damping assembly, the second horizontal connecting rod and the second top end connecting hinge form a straight line, and the straight line is parallel to an upper beam and a lower beam of the frame. Earthquake energy can be effectively absorbed during earthquakes, the horizontal connecting rods and the energy dissipation parts are convenient to replace after the earthquakes, and post-earthquake repair is easy.
本发明提供了一种双人字型支撑耗能结构、装配式支撑框架体系及施工方法,属于装配式建筑领域。所述双人字型支撑耗能结构包括:第一支撑杆、第二支撑杆、第三支撑杆、第四支撑杆、第一顶端连接铰、第二顶端连接铰、第一水平连接杆、第二水平连接杆及阻尼组件;每两个支撑杆共同连接于顶端连接铰,构成倒人字形和人字形,四个底脚分别支撑于框架的两个上顶角和两个下底角;两个水平连接杆的自由端铰接于两个连接铰,另一端连接于阻尼组件;第一顶端连接铰、第一水平连接杆、阻尼组件、第二水平连接和第二顶端连接铰成一条直线,且直线与框架的上下梁平行。本发明地震时可以有效吸收地震能量,地震后方便更换水平连接杆和耗能部件,易于震后修复。
Double-herringbone supporting energy dissipation structure, fabricated supporting frame system and construction method
双人字型支撑耗能结构、装配式支撑框架体系及施工方法
ZHANG JIANXIN (Autor:in) / RONG XIAN (Autor:in) / ZHANG BIAO (Autor:in) / LI YANYAN (Autor:in) / WANG LIDA (Autor:in) / LIU PING (Autor:in) / ZHANG XIAOWEI (Autor:in)
16.07.2021
Patent
Elektronische Ressource
Chinesisch
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