A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The invention discloses a fabricated steel structure wind-resistant damping building which comprises two anti-seismic frames, a groove is formed in the bottom of each anti-seismic frame, a first sliding seat is fixedly mounted at the inner top of each anti-seismic frame, and a first sliding groove is formed in the center of the bottom of each first sliding seat; first springs are fixedly connected to the positions, close to the tops, of the two sides in the anti-seismic frame correspondingly, and connecting plates are fixedly connected to the opposite sides of the two first springs correspondingly. According to the assembly type steel structure wind-resistant damping building, through cooperative use of the anti-seismic frame, the first sliding seats, the first springs, the triangular blocks, the first sliding blocks, the second sliding seats, the first anti-seismic columns, the second sliding blocks, the connecting columns and the trapezoidal blocks, when the assembly type steel structure building is vibrated, the trapezoidal blocks move upwards or downwards; the two triangular blocks in the anti-seismic frame can move oppositely or oppositely, the two triangular blocks continuously extrude or reset the first springs, and therefore the longitudinal damping effect on the steel structure building is achieved.
本发明公开了一种装配式钢结构抗风减震建筑，包括抗震架，所述抗震架设置的数量为两个，所述抗震架的底部开设有凹槽，所述抗震架的内顶部固定安装有第一滑座，所述第一滑座底部的中心开设有第一滑槽，所述抗震架内两侧的靠顶部位置均固定连接有第一弹簧，两个第一弹簧相对的一侧均固定连接有连接板。该装配式钢结构抗风减震建筑，通过抗震架、第一滑座、第一弹簧、三角块、第一滑块、第二滑座、第一避震柱、第二滑块、连接柱和梯形块的配合使用，当装配式钢结构建筑在受到震动时，梯形块向上或向下移动，能够使抗震架内的两个三角块相对或相背移动，两个三角块不断的对第一弹簧进行挤压或复位，从而实现对钢结构建筑起到纵向减震的效果。
The invention discloses a fabricated steel structure wind-resistant damping building which comprises two anti-seismic frames, a groove is formed in the bottom of each anti-seismic frame, a first sliding seat is fixedly mounted at the inner top of each anti-seismic frame, and a first sliding groove is formed in the center of the bottom of each first sliding seat; first springs are fixedly connected to the positions, close to the tops, of the two sides in the anti-seismic frame correspondingly, and connecting plates are fixedly connected to the opposite sides of the two first springs correspondingly. According to the assembly type steel structure wind-resistant damping building, through cooperative use of the anti-seismic frame, the first sliding seats, the first springs, the triangular blocks, the first sliding blocks, the second sliding seats, the first anti-seismic columns, the second sliding blocks, the connecting columns and the trapezoidal blocks, when the assembly type steel structure building is vibrated, the trapezoidal blocks move upwards or downwards; the two triangular blocks in the anti-seismic frame can move oppositely or oppositely, the two triangular blocks continuously extrude or reset the first springs, and therefore the longitudinal damping effect on the steel structure building is achieved.
本发明公开了一种装配式钢结构抗风减震建筑，包括抗震架，所述抗震架设置的数量为两个，所述抗震架的底部开设有凹槽，所述抗震架的内顶部固定安装有第一滑座，所述第一滑座底部的中心开设有第一滑槽，所述抗震架内两侧的靠顶部位置均固定连接有第一弹簧，两个第一弹簧相对的一侧均固定连接有连接板。该装配式钢结构抗风减震建筑，通过抗震架、第一滑座、第一弹簧、三角块、第一滑块、第二滑座、第一避震柱、第二滑块、连接柱和梯形块的配合使用，当装配式钢结构建筑在受到震动时，梯形块向上或向下移动，能够使抗震架内的两个三角块相对或相背移动，两个三角块不断的对第一弹簧进行挤压或复位，从而实现对钢结构建筑起到纵向减震的效果。
Fabricated steel structure wind-resistant damping building
一种装配式钢结构抗风减震建筑
LIU SIYI (author)
2022-04-15
Patent
Electronic Resource
Chinese
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