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High-jacking large-span creeping formwork frame body system
According to the high-jacking large-span climbing formwork frame body system, a climbing formwork structure is re-arranged and integrated, and compared with an existing structural form that stand columns correspond to one another up and down and are sequentially connected, when jacking force is increased and the number of frame bodies is reduced, a conventional climbing formwork structure is reinforced in the middle, the reinforcing strength is too high, and too materials are wasted; according to the climbing frame structure form, a new layout is created, an upper frame body platform beam at the top of a lower frame body is added, an upper frame bottom added platform beam is formed, upper frame stand columns are supported on the upper portion of the upper frame bottom added platform beam, hanging frame stand columns are connected to the lower portion of the upper frame bottom added platform beam, and the upper-supporting and lower-hanging structure form is formed; according to the creeping formwork, the upper portion of the hanging frame layer is overlapped with the lower frame body instead of being located below the lower frame body in the prior art, the upper frame stand columns and the lower frame stand columns can be flexibly staggered, therefore, the distance between the upper frame stand columns and the hanging frame stand columns of the whole creeping formwork can be reasonably arranged according to bearing, the situation that the reinforcing strength is too high, materials are excessively wasted, and cost is saved is avoided.
本发明公开了一种高顶升大跨度的爬模架体体系,爬架结构进行了重新的布局整合,相比与目前的立柱上下对应并依次连接的结构形式,当顶升力增大而减少架体数量时,常规的爬架的结构在中间增加加固,加固强度过高,过于浪费材料,而本申请的爬架结构形式开创了新的布局,通过将下架体顶部的上架体平台梁进行增加型号,形成上架底部增号平台梁,并在此上架底部增号平台梁的上方支撑上架立柱,下方连接挂架立柱,形成上支下挂的结构形式,挂架层由以往的位于下架体下方转变为上部分与下架体重叠,实现了上架立柱和下架立柱能够灵活错开,从而整个爬模的上架立柱和挂架立柱能够根据承载合理的布置间距,避免了加固强度过高,过于浪费材料节省了成本。
High-jacking large-span creeping formwork frame body system
According to the high-jacking large-span climbing formwork frame body system, a climbing formwork structure is re-arranged and integrated, and compared with an existing structural form that stand columns correspond to one another up and down and are sequentially connected, when jacking force is increased and the number of frame bodies is reduced, a conventional climbing formwork structure is reinforced in the middle, the reinforcing strength is too high, and too materials are wasted; according to the climbing frame structure form, a new layout is created, an upper frame body platform beam at the top of a lower frame body is added, an upper frame bottom added platform beam is formed, upper frame stand columns are supported on the upper portion of the upper frame bottom added platform beam, hanging frame stand columns are connected to the lower portion of the upper frame bottom added platform beam, and the upper-supporting and lower-hanging structure form is formed; according to the creeping formwork, the upper portion of the hanging frame layer is overlapped with the lower frame body instead of being located below the lower frame body in the prior art, the upper frame stand columns and the lower frame stand columns can be flexibly staggered, therefore, the distance between the upper frame stand columns and the hanging frame stand columns of the whole creeping formwork can be reasonably arranged according to bearing, the situation that the reinforcing strength is too high, materials are excessively wasted, and cost is saved is avoided.
本发明公开了一种高顶升大跨度的爬模架体体系,爬架结构进行了重新的布局整合,相比与目前的立柱上下对应并依次连接的结构形式,当顶升力增大而减少架体数量时,常规的爬架的结构在中间增加加固,加固强度过高,过于浪费材料,而本申请的爬架结构形式开创了新的布局,通过将下架体顶部的上架体平台梁进行增加型号,形成上架底部增号平台梁,并在此上架底部增号平台梁的上方支撑上架立柱,下方连接挂架立柱,形成上支下挂的结构形式,挂架层由以往的位于下架体下方转变为上部分与下架体重叠,实现了上架立柱和下架立柱能够灵活错开,从而整个爬模的上架立柱和挂架立柱能够根据承载合理的布置间距,避免了加固强度过高,过于浪费材料节省了成本。
High-jacking large-span creeping formwork frame body system
一种高顶升大跨度的爬模架体体系
REN HAIBO (author) / JIAO WEI (author) / PANG TIANSHU (author) / LYU LIXIA (author) / LI HAISHENG (author) / ZHANG HUIRU (author) / LI SHANSHAN (author) / LI TONG (author) / LI DONGDONG (author) / LIU FUSHENG (author)
2024-11-15
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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