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Construction method of conjoined structure conversion platform
The invention relates to the technical field of building construction, and discloses a construction method of a conjoined structure conversion platform, which comprises the following steps of: arranging movable brackets on floor slabs of Nth floors of two main buildings, and enabling the movable brackets in the two main buildings to retract into the floor slabs of the Nth floors; the bailey platform is lifted to the air above the floor of the Nth layer through lifting devices on the two main upstairs and suspended, and the movable bracket extends out of the edge of the floor of the Nth layer; transferring steel beams are placed on the extending sections, extending out of the buildings, of the movable brackets of the two main buildings; the Bailey platform is descended through a lifting device, and the two ends of the Bailey platform are placed on the transfer steel beams correspondingly; and the lifting device is detached, steel plates are laid on the bailey platform to form a steel plate layer, and a supporting scaffold used for constructing the connected structure is erected on the steel plate layer. A supporting scaffold does not need to be built from the ground, materials are saved, the overall construction operation is simple, the structural stability is high, and the construction speed of building the conjoined structure conversion platform is increased.
本发明涉及建筑施工技术领域,公开了一种连体结构转换平台的施工方法,包括以下步骤:两个主体楼的第N层的楼板上均设置活动牛腿,使两个主体楼内的活动牛腿缩入第N层的楼板内;通过两个主体楼上的提升装置将贝雷平台提升至第N层的楼板的上空并悬停,将活动牛腿伸出第N层的楼板边缘;在两个主体楼的活动牛腿伸出楼外的伸出段放置转接钢梁;通过提升装置将贝雷平台下降并使贝雷平台的两端分别搁置在转接钢梁上;拆卸提升装置,在贝雷平台上铺设钢板形成钢板层,在钢板层上搭设用于施工连体结构的支撑脚手架。本发明无需从地面处开始搭建支撑脚手架,节省材料,整体施工操作简单且结构稳定性高,提高搭建连体结构转换平台的施工速度。
Construction method of conjoined structure conversion platform
The invention relates to the technical field of building construction, and discloses a construction method of a conjoined structure conversion platform, which comprises the following steps of: arranging movable brackets on floor slabs of Nth floors of two main buildings, and enabling the movable brackets in the two main buildings to retract into the floor slabs of the Nth floors; the bailey platform is lifted to the air above the floor of the Nth layer through lifting devices on the two main upstairs and suspended, and the movable bracket extends out of the edge of the floor of the Nth layer; transferring steel beams are placed on the extending sections, extending out of the buildings, of the movable brackets of the two main buildings; the Bailey platform is descended through a lifting device, and the two ends of the Bailey platform are placed on the transfer steel beams correspondingly; and the lifting device is detached, steel plates are laid on the bailey platform to form a steel plate layer, and a supporting scaffold used for constructing the connected structure is erected on the steel plate layer. A supporting scaffold does not need to be built from the ground, materials are saved, the overall construction operation is simple, the structural stability is high, and the construction speed of building the conjoined structure conversion platform is increased.
本发明涉及建筑施工技术领域,公开了一种连体结构转换平台的施工方法,包括以下步骤:两个主体楼的第N层的楼板上均设置活动牛腿,使两个主体楼内的活动牛腿缩入第N层的楼板内;通过两个主体楼上的提升装置将贝雷平台提升至第N层的楼板的上空并悬停,将活动牛腿伸出第N层的楼板边缘;在两个主体楼的活动牛腿伸出楼外的伸出段放置转接钢梁;通过提升装置将贝雷平台下降并使贝雷平台的两端分别搁置在转接钢梁上;拆卸提升装置,在贝雷平台上铺设钢板形成钢板层,在钢板层上搭设用于施工连体结构的支撑脚手架。本发明无需从地面处开始搭建支撑脚手架,节省材料,整体施工操作简单且结构稳定性高,提高搭建连体结构转换平台的施工速度。
Construction method of conjoined structure conversion platform
一种连体结构转换平台的施工方法
LI ZHIQIANG (author) / YUN JUN (author) / WANG LEILEI (author) / CHEN SHAOBIN (author) / WANG SIFAN (author)
2023-07-25
Patent
Electronic Resource
Chinese
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