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Large-span high-altitude temporary suspension platform and roof curtain wall mounting method
The invention relates to a large-span high-altitude temporary suspension platform and a roof curtain wall mounting method.The large-span high-altitude temporary suspension platform comprises a supporting mechanism and a plurality of platform plates which are arranged below a steel truss, the supporting mechanism comprises a plurality of connecting ropes, two sets of stand columns and two mounting pipe beams, and the two sets of stand columns are fixed to structural plates on the two opposite sides of a building correspondingly; the two installation pipe beams are correspondingly arranged on the two sets of stand columns respectively, the installation pipe beams are fixed to the multiple stand columns in the same set, the connecting ropes stretch across the middle of a building, the two ends of each connecting rope are fixed to the two installation pipe beams respectively, and the platform plate is laid on the multiple connecting ropes at the same time. According to the construction method, the convenience of glass curtain wall construction on the steel truss can be improved.
本申请涉及一种大跨度高空临时悬挂平台及屋顶幕墙安装方法,其包括设置于钢桁架下方的支撑机构和多个平台板,所述支撑机构包括多个连接绳、两组立柱以及两个安装管梁,两组所述立柱分别固定于建筑相对两侧的结构板,两个所述安装管梁分别对应设置于两组立柱,所述安装管梁与同组的多个立柱相固定,所述连接绳横跨建筑中部且两端分别固定于两个安装管梁,所述平台板同时铺设于多个连接绳。本申请能够提高在钢桁架上进行玻璃幕墙施工时的便捷性。
Large-span high-altitude temporary suspension platform and roof curtain wall mounting method
The invention relates to a large-span high-altitude temporary suspension platform and a roof curtain wall mounting method.The large-span high-altitude temporary suspension platform comprises a supporting mechanism and a plurality of platform plates which are arranged below a steel truss, the supporting mechanism comprises a plurality of connecting ropes, two sets of stand columns and two mounting pipe beams, and the two sets of stand columns are fixed to structural plates on the two opposite sides of a building correspondingly; the two installation pipe beams are correspondingly arranged on the two sets of stand columns respectively, the installation pipe beams are fixed to the multiple stand columns in the same set, the connecting ropes stretch across the middle of a building, the two ends of each connecting rope are fixed to the two installation pipe beams respectively, and the platform plate is laid on the multiple connecting ropes at the same time. According to the construction method, the convenience of glass curtain wall construction on the steel truss can be improved.
本申请涉及一种大跨度高空临时悬挂平台及屋顶幕墙安装方法,其包括设置于钢桁架下方的支撑机构和多个平台板,所述支撑机构包括多个连接绳、两组立柱以及两个安装管梁,两组所述立柱分别固定于建筑相对两侧的结构板,两个所述安装管梁分别对应设置于两组立柱,所述安装管梁与同组的多个立柱相固定,所述连接绳横跨建筑中部且两端分别固定于两个安装管梁,所述平台板同时铺设于多个连接绳。本申请能够提高在钢桁架上进行玻璃幕墙施工时的便捷性。
Large-span high-altitude temporary suspension platform and roof curtain wall mounting method
一种大跨度高空临时悬挂平台及屋顶幕墙安装方法
ZHU XIANGHENG (author) / LI JIMING (author) / LIN WANGWEI (author) / WANG YUN (author) / HAYASHIDANI KITSU (author) / ZHOU FENG (author) / LUO FEIJIAN (author) / ZHANG ZHIHONG (author) / LUO LING (author) / PENG GUIWEN (author)
2023-10-31
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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