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Cast-in-place stand column in civil construction and construction method thereof
The invention discloses a cast-in-place stand column in civil construction and a construction method thereof, and belongs to the field of civil construction. The cast-in-place stand column comprises abase unit, a combined column body unit, a top feeding unit and a hooping unit, wherein the combined column body unit is installed on the base unit in an inserted mode, the top feeding unit is installed above the combined column body unit, and the hooping unit sleeves the outside the combined column body unit. According to the cast-in-place stand column, the stand column which needs to be poured is supported through the base unit, the combined column body unit, the top feeding unit and the hooping unit, all of the units are of a separated assembly structure and are convenient to disassemble and transport, gaps of all structural parts on the combined column body unit are reduced in a clamping mode that grooves and bulges are matched, and the connection firmness is high, so that the problemthat concrete overflows from the gaps is solved, and the problem that a formwork bulges due to the pressure of concrete in a pouring process is solved through surrounding type hooping of the hooping unit.
本发明公开了一种土木建筑中的现浇立柱及其施工方法,属于土木建筑领域,包括底座单元、组合柱体单元、顶部进料单元、箍紧单元,所述组合柱体单元插装安装于底座单元上,所述顶部进料单元安装于组合柱体单元上方,所述箍紧单元套装于组合柱体单元外。本发明通过底座单元、组合柱体单元、顶部进料单元、箍紧单元,对需要浇筑的立柱进行支撑,且上述单元均为分离式组装结构,便于拆解运输,利用凹槽凸起相匹配的卡接方法,将组合柱体单元上的每各结构件的缝隙减小,且连接牢固形强,进而解决了缝隙溢出混凝土的问题,利用箍紧单元的环抱式箍紧解决了浇筑过程中混凝土的压力导致模板膨出的问题。
Cast-in-place stand column in civil construction and construction method thereof
The invention discloses a cast-in-place stand column in civil construction and a construction method thereof, and belongs to the field of civil construction. The cast-in-place stand column comprises abase unit, a combined column body unit, a top feeding unit and a hooping unit, wherein the combined column body unit is installed on the base unit in an inserted mode, the top feeding unit is installed above the combined column body unit, and the hooping unit sleeves the outside the combined column body unit. According to the cast-in-place stand column, the stand column which needs to be poured is supported through the base unit, the combined column body unit, the top feeding unit and the hooping unit, all of the units are of a separated assembly structure and are convenient to disassemble and transport, gaps of all structural parts on the combined column body unit are reduced in a clamping mode that grooves and bulges are matched, and the connection firmness is high, so that the problemthat concrete overflows from the gaps is solved, and the problem that a formwork bulges due to the pressure of concrete in a pouring process is solved through surrounding type hooping of the hooping unit.
本发明公开了一种土木建筑中的现浇立柱及其施工方法,属于土木建筑领域,包括底座单元、组合柱体单元、顶部进料单元、箍紧单元,所述组合柱体单元插装安装于底座单元上,所述顶部进料单元安装于组合柱体单元上方,所述箍紧单元套装于组合柱体单元外。本发明通过底座单元、组合柱体单元、顶部进料单元、箍紧单元,对需要浇筑的立柱进行支撑,且上述单元均为分离式组装结构,便于拆解运输,利用凹槽凸起相匹配的卡接方法,将组合柱体单元上的每各结构件的缝隙减小,且连接牢固形强,进而解决了缝隙溢出混凝土的问题,利用箍紧单元的环抱式箍紧解决了浇筑过程中混凝土的压力导致模板膨出的问题。
Cast-in-place stand column in civil construction and construction method thereof
一种土木建筑中的现浇立柱及其施工方法
DU JIAYU (author) / HUANG BAOTAO (author)
2021-03-30
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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