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Super high-rise eccentric structure construction perpendicularity control method
The invention discloses a super high-rise eccentric structure construction perpendicularity control method, and relates to the technical field of building construction, and the super high-rise eccentric structure construction perpendicularity control method comprises the steps that S1, firstly, building bodies on the two sides are constructed, and a connecting truss is built between the two building bodies; s2, a temporary platform is built at the same height of the two buildings, and a lifting mechanism for controlling perpendicularity and a deviation rectifying mechanism for controlling lateral displacement are installed; s3, an eccentric folding structure is built under the cooperation of the lifting mechanism and the deviation rectifying mechanism; and S4, the connecting truss, the deviation rectifying mechanism and the temporary platform are dismantled. The device has the effect of conveniently controlling the perpendicularity of the building eccentric structure.
本申请公开了超高层偏心结构施工垂直度控制方法,涉及建筑施工的技术领域,其包括步骤S1:首先进行两侧楼体施工,并在两楼体之间搭建连接桁架;步骤S2:在两楼体相同高度搭建临时平台并安装控制垂直度的提升机构和控制侧向位移的纠偏机构;步骤S3:在提升机构和纠偏机构的配合下搭建偏心的合拢结构;步骤S4:拆除连接桁架、纠偏机构和临时平台。本申请具有便于控制建筑偏心结构垂直度的效果。
Super high-rise eccentric structure construction perpendicularity control method
The invention discloses a super high-rise eccentric structure construction perpendicularity control method, and relates to the technical field of building construction, and the super high-rise eccentric structure construction perpendicularity control method comprises the steps that S1, firstly, building bodies on the two sides are constructed, and a connecting truss is built between the two building bodies; s2, a temporary platform is built at the same height of the two buildings, and a lifting mechanism for controlling perpendicularity and a deviation rectifying mechanism for controlling lateral displacement are installed; s3, an eccentric folding structure is built under the cooperation of the lifting mechanism and the deviation rectifying mechanism; and S4, the connecting truss, the deviation rectifying mechanism and the temporary platform are dismantled. The device has the effect of conveniently controlling the perpendicularity of the building eccentric structure.
本申请公开了超高层偏心结构施工垂直度控制方法,涉及建筑施工的技术领域,其包括步骤S1:首先进行两侧楼体施工,并在两楼体之间搭建连接桁架;步骤S2:在两楼体相同高度搭建临时平台并安装控制垂直度的提升机构和控制侧向位移的纠偏机构;步骤S3:在提升机构和纠偏机构的配合下搭建偏心的合拢结构;步骤S4:拆除连接桁架、纠偏机构和临时平台。本申请具有便于控制建筑偏心结构垂直度的效果。
Super high-rise eccentric structure construction perpendicularity control method
超高层偏心结构施工垂直度控制方法
XU LEI (author) / WANG LI (author) / CHEN YANZI (author) / YU SIYI (author) / CHEN JIARU (author) / HE ZIYANG (author) / LIU YANMING (author) / LI ZIQIAO (author)
2024-04-26
Patent
Electronic Resource
Chinese
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