A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Architectural design anti-seismic structure
The invention discloses an anti-seismic structure for building design. The anti-seismic structure comprises a foundation pit; a plurality of circular-truncated-cone-shaped clamping blocks a are arranged on the bottom face of the bearing plate; a plurality of peripheral damping assemblies a are arranged on the outer side of the inner damping assembly b, the peripheral damping assemblies a and the inner damping assemblies b are in one-to-one correspondence with the clamping blocks a, and the tops of the peripheral damping assemblies a and the tops of the inner damping assemblies b are in clearance fit with the bottoms of the clamping blocks a; the inclined face on one side of the circular-truncated-cone-shaped clamping block a makes contact with the peripheral damping assembly a and the inner damping assembly b firstly, acting force in the non-vertical direction is gradually converted into acting force in the vertical direction, and then damping is achieved by extruding the peripheral damping assembly a and the inner damping assembly b. Damping in multiple directions can be achieved through the outer damping assembly a and the inner damping assembly b which are arranged on the same plane, and it is avoided that damping structures are arranged on the surface of a building or in multiple positions in a foundation pit.
本发明公开了一种建筑设计抗震结构，包括：基坑；承载板，其底面设置有若干圆台状的卡结块a；以及内围减震组件b，且其外侧设置有若干外围减震组件a，若干所述外围减震组件a与若干内围减震组件b分别与若干卡结块a一一对应，且外围减震组件a的顶部与内围减震组件b的顶部均与卡结块a的底部间隙配合；通过圆台状卡结块a的一侧斜面首先与外围减震组件a以及内围减震组件b接触，并将非竖直方向作用力逐渐转化为竖直方向作用力，进而通过挤压外围减震组件a与内围减震组件b实现减震，即通过在同一平面设置的外围减震组件a与内围减震组件b能够满足多方向上的减震，避免了在建筑物表面或者基坑内多处设置减震结构。
Architectural design anti-seismic structure
The invention discloses an anti-seismic structure for building design. The anti-seismic structure comprises a foundation pit; a plurality of circular-truncated-cone-shaped clamping blocks a are arranged on the bottom face of the bearing plate; a plurality of peripheral damping assemblies a are arranged on the outer side of the inner damping assembly b, the peripheral damping assemblies a and the inner damping assemblies b are in one-to-one correspondence with the clamping blocks a, and the tops of the peripheral damping assemblies a and the tops of the inner damping assemblies b are in clearance fit with the bottoms of the clamping blocks a; the inclined face on one side of the circular-truncated-cone-shaped clamping block a makes contact with the peripheral damping assembly a and the inner damping assembly b firstly, acting force in the non-vertical direction is gradually converted into acting force in the vertical direction, and then damping is achieved by extruding the peripheral damping assembly a and the inner damping assembly b. Damping in multiple directions can be achieved through the outer damping assembly a and the inner damping assembly b which are arranged on the same plane, and it is avoided that damping structures are arranged on the surface of a building or in multiple positions in a foundation pit.
本发明公开了一种建筑设计抗震结构，包括：基坑；承载板，其底面设置有若干圆台状的卡结块a；以及内围减震组件b，且其外侧设置有若干外围减震组件a，若干所述外围减震组件a与若干内围减震组件b分别与若干卡结块a一一对应，且外围减震组件a的顶部与内围减震组件b的顶部均与卡结块a的底部间隙配合；通过圆台状卡结块a的一侧斜面首先与外围减震组件a以及内围减震组件b接触，并将非竖直方向作用力逐渐转化为竖直方向作用力，进而通过挤压外围减震组件a与内围减震组件b实现减震，即通过在同一平面设置的外围减震组件a与内围减震组件b能够满足多方向上的减震，避免了在建筑物表面或者基坑内多处设置减震结构。
Architectural design anti-seismic structure
一种建筑设计抗震结构
HUGE JILETU (author) / DAHUBAYAER (author) / LIU QIANG (author) / ZHANG MINJIE (author) / REN HAIYAN (author) / SONG CHENGCAI (author) / LU ZHONGFU (author) / LIU ZHIYONG (author) / LU YONGQING (author) / EERDENG JULA (author)
2023-05-12
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
Seismic Design Within Architectural Education
| British Library Online Contents | 1997
Architectural aspects of seismic resistant design
| British Library Conference Proceedings | 1996