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Building vibration isolation layer construction joint located on rail transit line and construction method
The invention relates to the field of building construction, in particular to a building vibration isolation layer construction joint located on a rail transit line and a construction method. The building vibration isolation layer construction node is located above a rail traffic line, the building vibration isolation layer construction node comprises a first node, the first node comprises an upper column pier and a lower column pier, the upper column pier and the lower column pier are vertically opposite to each other and arranged at an interval, and a limiting wall is arranged between the upper column pier and the lower column pier and in the middle of the top face of the lower column pier; the top face of the limiting wall and the bottom face of the upper column pier are arranged in a spaced mode, vibration isolation support installation parts are arranged between the upper column pier and the lower column pier and on the left side and the right side of the limiting wall, and a vibration isolation support is installed on each vibration isolation support installation part. Structural vertical vibration and secondary noise caused by rail transit operation are effectively controlled through the first node, the vibration isolation support plays a role in supporting and vibration isolation, and the limiting wall plays a role in limiting the upper column pier, so that the situation that the vibration isolation support is damaged due to too large downward displacement of the upper column pier is prevented.
本发明涉及建筑施工领域,尤其涉及一种位于轨道交通线上的建筑隔振层施工节点及施工方法。所述建筑隔振层施工节点位于轨道交通线的上方,建筑隔振层施工节点包括第一节点,第一节点包括上柱墩和下柱墩,上柱墩和下柱墩彼此上下相对、且呈间隔设置,在上柱墩和下柱墩之间、下柱墩顶面的中部设置有限位墙,限位墙的顶面和上柱墩的底面呈间隔设置,在上柱墩和下柱墩之间、限位墙的左侧和右侧均设置有隔振支座安装部,在每个隔振支座安装部上均安装有隔振支座。通过第一节点有效的控制了轨道交通运行引起的结构竖向振动及二次噪声,通过隔振支座起到支撑和隔振的作用,限位墙对上柱墩起到限位的作用,以防止上柱墩向下位移过大而将隔振支座损坏。
Building vibration isolation layer construction joint located on rail transit line and construction method
The invention relates to the field of building construction, in particular to a building vibration isolation layer construction joint located on a rail transit line and a construction method. The building vibration isolation layer construction node is located above a rail traffic line, the building vibration isolation layer construction node comprises a first node, the first node comprises an upper column pier and a lower column pier, the upper column pier and the lower column pier are vertically opposite to each other and arranged at an interval, and a limiting wall is arranged between the upper column pier and the lower column pier and in the middle of the top face of the lower column pier; the top face of the limiting wall and the bottom face of the upper column pier are arranged in a spaced mode, vibration isolation support installation parts are arranged between the upper column pier and the lower column pier and on the left side and the right side of the limiting wall, and a vibration isolation support is installed on each vibration isolation support installation part. Structural vertical vibration and secondary noise caused by rail transit operation are effectively controlled through the first node, the vibration isolation support plays a role in supporting and vibration isolation, and the limiting wall plays a role in limiting the upper column pier, so that the situation that the vibration isolation support is damaged due to too large downward displacement of the upper column pier is prevented.
本发明涉及建筑施工领域,尤其涉及一种位于轨道交通线上的建筑隔振层施工节点及施工方法。所述建筑隔振层施工节点位于轨道交通线的上方,建筑隔振层施工节点包括第一节点,第一节点包括上柱墩和下柱墩,上柱墩和下柱墩彼此上下相对、且呈间隔设置,在上柱墩和下柱墩之间、下柱墩顶面的中部设置有限位墙,限位墙的顶面和上柱墩的底面呈间隔设置,在上柱墩和下柱墩之间、限位墙的左侧和右侧均设置有隔振支座安装部,在每个隔振支座安装部上均安装有隔振支座。通过第一节点有效的控制了轨道交通运行引起的结构竖向振动及二次噪声,通过隔振支座起到支撑和隔振的作用,限位墙对上柱墩起到限位的作用,以防止上柱墩向下位移过大而将隔振支座损坏。
Building vibration isolation layer construction joint located on rail transit line and construction method
一种位于轨道交通线上的建筑隔振层施工节点及施工方法
LOW ZHEN NING (Autor:in) / LI HONGTAO (Autor:in) / GUO LE (Autor:in) / ZHAO XIAOYONG (Autor:in) / CHEN XIANG (Autor:in) / LIU LIYANG (Autor:in) / LIAO YANBIN (Autor:in) / LI JINSHENG (Autor:in) / LI XINGXING (Autor:in)
10.11.2023
Patent
Elektronische Ressource
Chinesisch
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