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Triplet silo slipform construction method
The invention relates to a triplet silo slipform construction method and belongs to the technical field of building construction. The triplet silo slipform construction method comprises the followingsteps: mounting a lifting gantry on a basic section cylinder wall; mounting an annular operating platform on the lifting gantry; mounting a jack on a cross beam of the lifting gantry; enabling a support rod to penetrate through the jack and the lifting gantry and enabling the support rod to be propped against the top end of the basic section cylinder wall; mounting a vertical rebar positioning device above the cross beam of the lifting gantry; integrally binding horizontal rebars and vertical rebars; supporting a steel formwork on the lower side of the lifting gantry, and arranging the steel formwork on the inner and outer sides of a to-be-poured cylinder wall; and enabling the jack to climb to drive the lifting gantry to slide upwards relative to the support rod. The triplet silo slipformconstruction method can arrange the operating platform to be annular, reduces steel beams for the platform, reduces the dead weight of a slipform construction system, accelerates the construction progress, ensures the construction safety and reduces the construction cost.
本申请涉及一种三连体筒仓滑模施工方法,属于建筑施工技术领域。本申请提出一种三连体筒仓滑模施工方法,包括以下步骤:将提升门架安装于基础段筒壁处;将环形的操作平台安装于所述提升门架;将千斤顶安装于所述提升门架的横梁;将支承杆穿过所述千斤顶和所述提升门架,并抵接于基础段筒壁的顶端;将竖向钢筋定位装置安装于提升门架的横梁之上;将水平钢筋和竖向钢筋绑扎为一体;将钢模板支设于提升门架的下侧,并布置于待浇注筒壁的内外两侧;千斤顶爬升带动提升门架相对于支承杆向上滑升。该三连体筒仓滑模施工方法将操作平台布置为环形,能够减少平台用钢梁,减轻滑模施工系统的自重,加快施工进度,保障施工安全,降低施工成本。
Triplet silo slipform construction method
The invention relates to a triplet silo slipform construction method and belongs to the technical field of building construction. The triplet silo slipform construction method comprises the followingsteps: mounting a lifting gantry on a basic section cylinder wall; mounting an annular operating platform on the lifting gantry; mounting a jack on a cross beam of the lifting gantry; enabling a support rod to penetrate through the jack and the lifting gantry and enabling the support rod to be propped against the top end of the basic section cylinder wall; mounting a vertical rebar positioning device above the cross beam of the lifting gantry; integrally binding horizontal rebars and vertical rebars; supporting a steel formwork on the lower side of the lifting gantry, and arranging the steel formwork on the inner and outer sides of a to-be-poured cylinder wall; and enabling the jack to climb to drive the lifting gantry to slide upwards relative to the support rod. The triplet silo slipformconstruction method can arrange the operating platform to be annular, reduces steel beams for the platform, reduces the dead weight of a slipform construction system, accelerates the construction progress, ensures the construction safety and reduces the construction cost.
本申请涉及一种三连体筒仓滑模施工方法,属于建筑施工技术领域。本申请提出一种三连体筒仓滑模施工方法,包括以下步骤:将提升门架安装于基础段筒壁处;将环形的操作平台安装于所述提升门架;将千斤顶安装于所述提升门架的横梁;将支承杆穿过所述千斤顶和所述提升门架,并抵接于基础段筒壁的顶端;将竖向钢筋定位装置安装于提升门架的横梁之上;将水平钢筋和竖向钢筋绑扎为一体;将钢模板支设于提升门架的下侧,并布置于待浇注筒壁的内外两侧;千斤顶爬升带动提升门架相对于支承杆向上滑升。该三连体筒仓滑模施工方法将操作平台布置为环形,能够减少平台用钢梁,减轻滑模施工系统的自重,加快施工进度,保障施工安全,降低施工成本。
Triplet silo slipform construction method
三连体筒仓滑模施工方法
FENG CHENG (author) / ZHANG YONGCHANG (author) / LOU ZHANSHI (author)
2020-09-29
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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