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Elastic energy dissipation support for integral rotating and swinging self-resetting structure
The invention discloses an elastic energy dissipation support for an integral rotating and swinging self-resetting structure, and relates to the technical field of building engineering construction, the elastic energy dissipation support comprises a bottom plate, a combined buffer layer, an axial force transmission steel box and a belleville spring; lower anchor rods are connected to the periphery of the bottom plate. A steel core column is vertically fixed to the middle of the top face of the bottom plate. The combined buffer layer sleeves the outer side of the steel core column and is arranged on the top surface of the bottom plate; the axial force transmission steel box penetrates through the steel core column and is located above the combined buffer layer, the bottom face of the axial force transmission steel box abuts against the top face of the combined buffer layer, and upper anchor rods are connected to the periphery of the top face of the axial force transmission steel box. The steel core column is sleeved with the belleville spring, the belleville spring is located in the axial force transmission steel box, and the belleville spring is tightly pressed on the inner bottom face of the axial force transmission steel box through a nut fastened to the steel core column. The elastic energy dissipation support can effectively achieve the energy dissipation effect when being pulled and pressed, the earthquake effect is effectively consumed, and the anti-seismic performance of the structure is greatly improved.
本发明公开了一种用于整体转动摇摆自复位结构的弹性耗能支座,涉及建筑工程施工技术领域,包括底板、组合缓冲层、轴向传力钢盒和碟形弹簧;底板四周连接有下锚杆,底板顶面中部垂直固定有钢芯柱;组合缓冲层套设在钢芯柱外侧,且置于底板顶面;轴向传力钢盒穿过钢芯柱,且位于组合缓冲层上方,轴向传力钢盒的底面与组合缓冲层的顶面抵接,轴向传力钢盒的顶面四周连接有上锚杆;碟形弹簧套设在钢芯柱上,且位于轴向传力钢盒的内部,碟形弹簧通过紧固在钢芯柱上的螺母将其压紧在轴向传力钢盒的内底面上。本发明提供的弹性耗能支座受拉与受压时均能够有效的起到耗能的作用,有效地消耗地震作用,极大的提高了结构的抗震性能。
Elastic energy dissipation support for integral rotating and swinging self-resetting structure
The invention discloses an elastic energy dissipation support for an integral rotating and swinging self-resetting structure, and relates to the technical field of building engineering construction, the elastic energy dissipation support comprises a bottom plate, a combined buffer layer, an axial force transmission steel box and a belleville spring; lower anchor rods are connected to the periphery of the bottom plate. A steel core column is vertically fixed to the middle of the top face of the bottom plate. The combined buffer layer sleeves the outer side of the steel core column and is arranged on the top surface of the bottom plate; the axial force transmission steel box penetrates through the steel core column and is located above the combined buffer layer, the bottom face of the axial force transmission steel box abuts against the top face of the combined buffer layer, and upper anchor rods are connected to the periphery of the top face of the axial force transmission steel box. The steel core column is sleeved with the belleville spring, the belleville spring is located in the axial force transmission steel box, and the belleville spring is tightly pressed on the inner bottom face of the axial force transmission steel box through a nut fastened to the steel core column. The elastic energy dissipation support can effectively achieve the energy dissipation effect when being pulled and pressed, the earthquake effect is effectively consumed, and the anti-seismic performance of the structure is greatly improved.
本发明公开了一种用于整体转动摇摆自复位结构的弹性耗能支座,涉及建筑工程施工技术领域,包括底板、组合缓冲层、轴向传力钢盒和碟形弹簧;底板四周连接有下锚杆,底板顶面中部垂直固定有钢芯柱;组合缓冲层套设在钢芯柱外侧,且置于底板顶面;轴向传力钢盒穿过钢芯柱,且位于组合缓冲层上方,轴向传力钢盒的底面与组合缓冲层的顶面抵接,轴向传力钢盒的顶面四周连接有上锚杆;碟形弹簧套设在钢芯柱上,且位于轴向传力钢盒的内部,碟形弹簧通过紧固在钢芯柱上的螺母将其压紧在轴向传力钢盒的内底面上。本发明提供的弹性耗能支座受拉与受压时均能够有效的起到耗能的作用,有效地消耗地震作用,极大的提高了结构的抗震性能。
Elastic energy dissipation support for integral rotating and swinging self-resetting structure
一种用于整体转动摇摆自复位结构的弹性耗能支座
CHEN YUN (Autor:in) / GAO CHENXU (Autor:in)
09.08.2024
Patent
Elektronische Ressource
Chinesisch
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