A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Overhanging steel platform for high-layer interlayer inner-ring corridor of spherical building and erecting method of overhanging steel platform
The invention discloses a sphere building high-layer interlayer inner ring corridor overhanging steel platform and an erecting method, the sphere building high-layer interlayer inner ring corridor overhanging steel platform comprises a steel platform unit annularly arranged on the outer side of an inner ring corridor, the inner ring corridor comprises at least two layers which are not located on the same vertical plane, and the steel platform unit comprises a plurality of overhanging main beams and secondary beams, the tail parts of the cantilever girders are anchored on the inner ring corridor main body, and the ends of the girders correspondingly arranged between the upper layer and the lower layer are connected through vertical pull rods; a diagonal draw bar is arranged between the overhanging part and the upper layer of the overhanging main beam with the length exceeding a certain length; a plurality of secondary beams are bridged above the two adjacent main beams; and multiple layers of plates are fully laid on the secondary beams, and after all the multiple layers of plates are laid, the whole cantilever steel platform is formed. According to the overhanging steel platform erected through the scheme, two layers serve as a minimum unit, the construction problem of corridors with the high layers not located on the same vertical plane is solved, and the strength of the platform is effectively improved.
本发明公开了球体建筑高层层间内环走廊悬挑钢平台及搭设方法，包括环向设置在内环走廊外侧的钢平台单元，且内环走廊包括不在同一垂直面上的至少两层，所述钢平台单元包括若干悬挑主梁和次梁，其中，悬挑主梁的尾部锚固在内环走廊主体上，上、下层之间对应设置的主梁端部采用垂直拉杆连接；超过一定长度的悬挑主梁，在悬挑部位与上层之间设置斜拉杆；相邻两根主梁的上方跨接若干次梁；次梁的上面满铺多层板，所有多层板铺设完成后，形成整体的悬挑钢平台。采用本方案搭设的悬挑钢平台，将两层作为一个最小单元，解决的高层不在同一垂直面的走廊的施工问题，有效增加了平台的强度。
Overhanging steel platform for high-layer interlayer inner-ring corridor of spherical building and erecting method of overhanging steel platform
The invention discloses a sphere building high-layer interlayer inner ring corridor overhanging steel platform and an erecting method, the sphere building high-layer interlayer inner ring corridor overhanging steel platform comprises a steel platform unit annularly arranged on the outer side of an inner ring corridor, the inner ring corridor comprises at least two layers which are not located on the same vertical plane, and the steel platform unit comprises a plurality of overhanging main beams and secondary beams, the tail parts of the cantilever girders are anchored on the inner ring corridor main body, and the ends of the girders correspondingly arranged between the upper layer and the lower layer are connected through vertical pull rods; a diagonal draw bar is arranged between the overhanging part and the upper layer of the overhanging main beam with the length exceeding a certain length; a plurality of secondary beams are bridged above the two adjacent main beams; and multiple layers of plates are fully laid on the secondary beams, and after all the multiple layers of plates are laid, the whole cantilever steel platform is formed. According to the overhanging steel platform erected through the scheme, two layers serve as a minimum unit, the construction problem of corridors with the high layers not located on the same vertical plane is solved, and the strength of the platform is effectively improved.
本发明公开了球体建筑高层层间内环走廊悬挑钢平台及搭设方法，包括环向设置在内环走廊外侧的钢平台单元，且内环走廊包括不在同一垂直面上的至少两层，所述钢平台单元包括若干悬挑主梁和次梁，其中，悬挑主梁的尾部锚固在内环走廊主体上，上、下层之间对应设置的主梁端部采用垂直拉杆连接；超过一定长度的悬挑主梁，在悬挑部位与上层之间设置斜拉杆；相邻两根主梁的上方跨接若干次梁；次梁的上面满铺多层板，所有多层板铺设完成后，形成整体的悬挑钢平台。采用本方案搭设的悬挑钢平台，将两层作为一个最小单元，解决的高层不在同一垂直面的走廊的施工问题，有效增加了平台的强度。
Overhanging steel platform for high-layer interlayer inner-ring corridor of spherical building and erecting method of overhanging steel platform
球体建筑高层层间内环走廊悬挑钢平台及搭设方法
LI MENGMENG (author) / HU SHANXI (author) / LYU YAZHOU (author)
2023-04-04
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste