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Formwork structure of large-dip-angle concrete tower column and tower column construction method
The invention discloses a formwork structure of a large-dip-angle concrete tower column and a tower column construction method, and relates to the technical field of bridge construction, and the formwork structure comprises a truss structure, a plurality of steel frames and a plurality of steel frames, a plurality of second pull rods are circumferentially arranged on the truss structure, one end of each second pull rod is fixed to the truss structure, and the other end of each second pull rod extends outwards; the multi-face formwork assembly is arranged in the circumferential direction of the truss structure and forms a closed structure with an upward opening; each formwork assembly comprises a steel panel and a plurality of first pull rods, one end of each first pull rod is perpendicularly fixed to the steel panel, and the other end of each first pull rod extends inwards; the connectors are in butt joint with the first pull rods and the second pull rods one by one to form linear pull rods, and the multi-face formwork assembly is fixed to the circumferential direction of the truss structure. According to the formwork structure and the tower column construction method, the formwork structure is built from inside to outside, the requirement for the ground is avoided, the formwork structure and the tower column construction method are suitable for all tower column inclination angles, the construction progress is accelerated, and the construction cost is reduced.
本申请公开了一种大倾角混凝土塔柱的模板结构及塔柱施工方法,涉及桥梁施工技术领域,包括:桁架结构,其由若干交错的劲性骨架拼接形成;所述桁架结构周向设置若干第二拉杆,每个第二拉杆的一端固定于桁架结构,另一端朝外伸出;多面模板组件,其设置于桁架结构周向,并形成开口朝上的封闭结构;每面模板组件包含钢面板和若干第一拉杆,所述第一拉杆的一端垂直固定于钢面板,另一端朝内伸出;若干连接器,其一一对接第一拉杆和第二拉杆,形成直线拉杆,将多面模板组件固定于桁架结构周向。本申请的模板结构及塔柱施工方法,从内而外搭建模板结构,对地面没有要求,适应于所有塔柱倾角,加快了施工进度,降低了施工成本。
Formwork structure of large-dip-angle concrete tower column and tower column construction method
The invention discloses a formwork structure of a large-dip-angle concrete tower column and a tower column construction method, and relates to the technical field of bridge construction, and the formwork structure comprises a truss structure, a plurality of steel frames and a plurality of steel frames, a plurality of second pull rods are circumferentially arranged on the truss structure, one end of each second pull rod is fixed to the truss structure, and the other end of each second pull rod extends outwards; the multi-face formwork assembly is arranged in the circumferential direction of the truss structure and forms a closed structure with an upward opening; each formwork assembly comprises a steel panel and a plurality of first pull rods, one end of each first pull rod is perpendicularly fixed to the steel panel, and the other end of each first pull rod extends inwards; the connectors are in butt joint with the first pull rods and the second pull rods one by one to form linear pull rods, and the multi-face formwork assembly is fixed to the circumferential direction of the truss structure. According to the formwork structure and the tower column construction method, the formwork structure is built from inside to outside, the requirement for the ground is avoided, the formwork structure and the tower column construction method are suitable for all tower column inclination angles, the construction progress is accelerated, and the construction cost is reduced.
本申请公开了一种大倾角混凝土塔柱的模板结构及塔柱施工方法,涉及桥梁施工技术领域,包括:桁架结构,其由若干交错的劲性骨架拼接形成;所述桁架结构周向设置若干第二拉杆,每个第二拉杆的一端固定于桁架结构,另一端朝外伸出;多面模板组件,其设置于桁架结构周向,并形成开口朝上的封闭结构;每面模板组件包含钢面板和若干第一拉杆,所述第一拉杆的一端垂直固定于钢面板,另一端朝内伸出;若干连接器,其一一对接第一拉杆和第二拉杆,形成直线拉杆,将多面模板组件固定于桁架结构周向。本申请的模板结构及塔柱施工方法,从内而外搭建模板结构,对地面没有要求,适应于所有塔柱倾角,加快了施工进度,降低了施工成本。
Formwork structure of large-dip-angle concrete tower column and tower column construction method
一种大倾角混凝土塔柱的模板结构及塔柱施工方法
ZHOU CHAOZHOU (Autor:in) / LIU CUIYUN (Autor:in) / FAN HOUPENG (Autor:in) / LIN MINGWEI (Autor:in) / LIANG WEI (Autor:in) / XU QILI (Autor:in) / ZHENG BING (Autor:in)
30.08.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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