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Large-deformation seismic isolation structure and construction method thereof
The invention discloses a large-deformation seismic isolation structure and a construction method thereof. The large-deformation seismic isolation structure comprises a fixed outer wall, a building platform, a building floor, and a trench cover plate; the building platform is located on the outer side face of the fixed outer wall, and a shock insulation ditch is formed in the building platform; the building floor is movably arranged above the fixed outer wall, and the building floor is provided with a first end away from the fixed outer wall and a second end close to the fixed outer wall; thetrench cover plate is arranged above the shock isolation trench in a covering manner; the trench cover plate is provided with a first end and a second end which are opposite to each other; the first end of the trench cover plate is hinged to the second end of the building floor, the second end of the trench cover plate is arranged on the building platform in a sliding mode, a convex arc face extending to the bottom side is formed at the end of the second end of the trench cover plate, and a concave arc face which is consistent with the convex arc face in bending direction and has a certain moving gap is arranged on the building platform. The invention can effectively solve the problem of deformation between the shock insulation single body and the surrounding ground or building.
本发明公开了一种大变形隔震结构及其施工方法,该结构包括:固定外墙;位于所述固定外墙外侧面的建筑平台,所述建筑平台上形成有隔震沟;可移动地设于所述固定外墙上方的建筑楼板,所述建筑楼板具有远离所述固定外墙的第一端和靠近所述固定外墙的第二端;盖设于所述隔震沟上方的沟盖板,所述沟盖板具有相对的第一端和第二端,所述沟盖板的第一端铰接于所述建筑楼板的第二端,所述沟盖板的第二端滑设于所述建筑平台上,所述沟盖板的第二端端部形成有延伸至底侧的凸弧面,所述建筑平台上设有与所述凸弧面的弯曲方向一致且留有一定移动间隙的凹弧面。本发明能有效解决隔震单体与周边地面或建筑的形变问题。
Large-deformation seismic isolation structure and construction method thereof
The invention discloses a large-deformation seismic isolation structure and a construction method thereof. The large-deformation seismic isolation structure comprises a fixed outer wall, a building platform, a building floor, and a trench cover plate; the building platform is located on the outer side face of the fixed outer wall, and a shock insulation ditch is formed in the building platform; the building floor is movably arranged above the fixed outer wall, and the building floor is provided with a first end away from the fixed outer wall and a second end close to the fixed outer wall; thetrench cover plate is arranged above the shock isolation trench in a covering manner; the trench cover plate is provided with a first end and a second end which are opposite to each other; the first end of the trench cover plate is hinged to the second end of the building floor, the second end of the trench cover plate is arranged on the building platform in a sliding mode, a convex arc face extending to the bottom side is formed at the end of the second end of the trench cover plate, and a concave arc face which is consistent with the convex arc face in bending direction and has a certain moving gap is arranged on the building platform. The invention can effectively solve the problem of deformation between the shock insulation single body and the surrounding ground or building.
本发明公开了一种大变形隔震结构及其施工方法,该结构包括:固定外墙;位于所述固定外墙外侧面的建筑平台,所述建筑平台上形成有隔震沟;可移动地设于所述固定外墙上方的建筑楼板,所述建筑楼板具有远离所述固定外墙的第一端和靠近所述固定外墙的第二端;盖设于所述隔震沟上方的沟盖板,所述沟盖板具有相对的第一端和第二端,所述沟盖板的第一端铰接于所述建筑楼板的第二端,所述沟盖板的第二端滑设于所述建筑平台上,所述沟盖板的第二端端部形成有延伸至底侧的凸弧面,所述建筑平台上设有与所述凸弧面的弯曲方向一致且留有一定移动间隙的凹弧面。本发明能有效解决隔震单体与周边地面或建筑的形变问题。
Large-deformation seismic isolation structure and construction method thereof
大变形隔震结构及其施工方法
MA ZHENHE (Autor:in) / LI JIANWEN (Autor:in) / LI CHAO (Autor:in) / YU JIANG (Autor:in) / WU SHIXIONG (Autor:in)
20.11.2020
Patent
Elektronische Ressource
Chinesisch
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