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Detachable stiff framework of high pier and construction method
The invention discloses a high-pier detachable stiff framework and a construction method, and the construction method comprises the steps that a plurality of first supporting pieces are arranged, and the first supporting pieces are vertically arranged and distributed in a frame shape; longitudinal connecting pieces are arranged at the upper ends of the first supporting pieces, transverse connecting pieces are arranged on the longitudinal connecting pieces, the longitudinal connecting pieces at the upper ends of every two adjacent first supporting pieces are connected through transverse fixing pieces, and the transverse connecting pieces at the upper ends of every two adjacent first supporting pieces are connected through longitudinal fixing pieces; positioning holes for limiting reinforcing steel bars are formed in the transverse fixing pieces and the longitudinal fixing pieces; the first supporting piece comprises a first pre-buried part and a first supporting part, the lower end of the first pre-buried part is used for being pre-buried in concrete, the upper end of the first pre-buried part is detachably connected with the first supporting part, and the longitudinal connecting piece and the transverse connecting piece are both fixed to the upper end of the first supporting part. The problem that in the related technology, a large number of stiff frameworks need to be poured for high pier steel bar construction, and consequently steel waste is serious is solved.
本申请公开了一种高墩可拆卸劲性骨架及施工方法,包括:设置多根第一支撑件,所述第一支撑件呈竖直设置并呈框形分布;所述第一支撑件上端设置有纵向连接件,所述纵向连接件上设置有横向连接件,相邻两个第一支撑件上端的纵向连接件通过横向固定件连接,相邻两个第一支撑件上端的横向连接件通过纵向固定件连接;所述横向固定件和纵向固定件上均设置有用于钢筋限位的定位孔;所述第一支撑件包括第一预埋部和第一支撑部,所述第一预埋部下端用于预埋在混凝土内,上端与所述第一支撑部可拆卸连接,所述纵向连接件和横向连接件均固定与所述第一支撑部上端。本申请解决了相关技术中对于高墩钢筋施工需要浇筑大量的劲性骨架,导致钢材浪费严重的问题。
Detachable stiff framework of high pier and construction method
The invention discloses a high-pier detachable stiff framework and a construction method, and the construction method comprises the steps that a plurality of first supporting pieces are arranged, and the first supporting pieces are vertically arranged and distributed in a frame shape; longitudinal connecting pieces are arranged at the upper ends of the first supporting pieces, transverse connecting pieces are arranged on the longitudinal connecting pieces, the longitudinal connecting pieces at the upper ends of every two adjacent first supporting pieces are connected through transverse fixing pieces, and the transverse connecting pieces at the upper ends of every two adjacent first supporting pieces are connected through longitudinal fixing pieces; positioning holes for limiting reinforcing steel bars are formed in the transverse fixing pieces and the longitudinal fixing pieces; the first supporting piece comprises a first pre-buried part and a first supporting part, the lower end of the first pre-buried part is used for being pre-buried in concrete, the upper end of the first pre-buried part is detachably connected with the first supporting part, and the longitudinal connecting piece and the transverse connecting piece are both fixed to the upper end of the first supporting part. The problem that in the related technology, a large number of stiff frameworks need to be poured for high pier steel bar construction, and consequently steel waste is serious is solved.
本申请公开了一种高墩可拆卸劲性骨架及施工方法,包括:设置多根第一支撑件,所述第一支撑件呈竖直设置并呈框形分布;所述第一支撑件上端设置有纵向连接件,所述纵向连接件上设置有横向连接件,相邻两个第一支撑件上端的纵向连接件通过横向固定件连接,相邻两个第一支撑件上端的横向连接件通过纵向固定件连接;所述横向固定件和纵向固定件上均设置有用于钢筋限位的定位孔;所述第一支撑件包括第一预埋部和第一支撑部,所述第一预埋部下端用于预埋在混凝土内,上端与所述第一支撑部可拆卸连接,所述纵向连接件和横向连接件均固定与所述第一支撑部上端。本申请解决了相关技术中对于高墩钢筋施工需要浇筑大量的劲性骨架,导致钢材浪费严重的问题。
Detachable stiff framework of high pier and construction method
高墩可拆卸劲性骨架及施工方法
TANG CHENGLONG (Autor:in) / ZHANG ZHENG (Autor:in) / YU ZHAOHUI (Autor:in) / ZHOU MINGKUAN (Autor:in) / ZHUANG CHAOHUI (Autor:in)
02.07.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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