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Shock insulation node structure used when building corner shock insulation groove top elevations are different
The invention provides a seismic isolation node structure used during different building corner seismic isolation groove top elevations, and belongs to the technical field of building seismic isolation. The seismic isolation node structure comprises a seismic isolation retaining wall, a corner sliding block, a seismic isolation layer beam, a cover plate assembly and an L-shaped extension plate; the shock insulation retaining wall comprises a first retaining wall and a second retaining wall which are vertically connected; the first cover plate transversely extends to the outer side end face of the first cover plate and is flush with the outer side wall of the first retaining wall. The second cover plate transversely extends to the outer side end face of the second cover plate and is flush with the outer side wall of the second retaining wall. The L-shaped extension plate is horizontally arranged at the corner of the shock insulation layer beam, one end of the L-shaped extension plate is connected with the first retaining wall, and the other end of the L-shaped extension plate is located above the second cover plate. According to the seismic isolation node structure used when the building corner seismic isolation groove top elevations are different, by means of the retaining walls and the cover plates with the different elevations and the corner sliding blocks, smooth movement of the seismic isolation layer beams in the horizontal direction is achieved, and the seismic isolation effect is achieved.
本发明提供了一种建筑角部隔震沟顶标高不同时的隔震节点结构,属于建筑隔震技术领域,包括隔震挡墙、角部滑块、隔震层梁、盖板组件以及L形延伸板;隔震挡墙包括垂直连接的第一挡墙和第二挡墙;第一盖板横向延伸至第一盖板的外侧端面与第一挡墙的外侧壁平齐;第二盖板横向延伸至第二盖板的外侧端面与第二挡墙的外侧壁平齐;L形延伸板水平设于隔震层梁的拐角处,L形延伸板的一端连接第一挡墙,L形延伸板的另一端位于第二盖板的上方。本发明提供的建筑角部隔震沟顶标高不同时的隔震节点结构,借助两个标高不一致的挡墙和盖板以及角部滑块,实现隔震层梁在水平方向上的顺利移动,实现了隔震效果。
Shock insulation node structure used when building corner shock insulation groove top elevations are different
The invention provides a seismic isolation node structure used during different building corner seismic isolation groove top elevations, and belongs to the technical field of building seismic isolation. The seismic isolation node structure comprises a seismic isolation retaining wall, a corner sliding block, a seismic isolation layer beam, a cover plate assembly and an L-shaped extension plate; the shock insulation retaining wall comprises a first retaining wall and a second retaining wall which are vertically connected; the first cover plate transversely extends to the outer side end face of the first cover plate and is flush with the outer side wall of the first retaining wall. The second cover plate transversely extends to the outer side end face of the second cover plate and is flush with the outer side wall of the second retaining wall. The L-shaped extension plate is horizontally arranged at the corner of the shock insulation layer beam, one end of the L-shaped extension plate is connected with the first retaining wall, and the other end of the L-shaped extension plate is located above the second cover plate. According to the seismic isolation node structure used when the building corner seismic isolation groove top elevations are different, by means of the retaining walls and the cover plates with the different elevations and the corner sliding blocks, smooth movement of the seismic isolation layer beams in the horizontal direction is achieved, and the seismic isolation effect is achieved.
本发明提供了一种建筑角部隔震沟顶标高不同时的隔震节点结构,属于建筑隔震技术领域,包括隔震挡墙、角部滑块、隔震层梁、盖板组件以及L形延伸板;隔震挡墙包括垂直连接的第一挡墙和第二挡墙;第一盖板横向延伸至第一盖板的外侧端面与第一挡墙的外侧壁平齐;第二盖板横向延伸至第二盖板的外侧端面与第二挡墙的外侧壁平齐;L形延伸板水平设于隔震层梁的拐角处,L形延伸板的一端连接第一挡墙,L形延伸板的另一端位于第二盖板的上方。本发明提供的建筑角部隔震沟顶标高不同时的隔震节点结构,借助两个标高不一致的挡墙和盖板以及角部滑块,实现隔震层梁在水平方向上的顺利移动,实现了隔震效果。
Shock insulation node structure used when building corner shock insulation groove top elevations are different
建筑角部隔震沟顶标高不同时的隔震节点结构
ZHANG CHAOHUI (Autor:in) / XU CHENG (Autor:in) / LIU TAO (Autor:in) / ZHENG SUYING (Autor:in) / XIAO JIADONG (Autor:in) / GAO YUESHENG (Autor:in) / YANG YONGGEN (Autor:in) / GAO PEI (Autor:in)
04.03.2022
Patent
Elektronische Ressource
Chinesisch
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