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Square pier column steel bar binding pedestal
A square pier column reinforcing steel bar binding pedestal belongs to the technical field of building construction, can solve the problems of low efficiency, difficult control of reinforcing steel bar spacing in a binding process, overlong gap time of a construction process and the like in the existing bridge pier column reinforcing steel bar construction, and comprises two brackets with right triangle-shaped cross sections, the long right-angle sides of the two supports are oppositely arranged, the two supports are connected through clamps located at the upper ends and the lower ends of the supports, the long right-angle sides of the supports are provided with a plurality of transverse hollow pipes from top to bottom, the hollow pipes are located between the clamps, the hollow pipes at the top ends of the two supports are connected by penetrating first reinforcing steel bars, and second reinforcing steel bars are arranged in the other hollow pipes in a penetrating mode respectively. Large-area manufacturing of concentrated square pier column steel bars can be achieved, limitation of site construction procedures is avoided, the construction efficiency is improved, and the turnover speed is increased.
一种方形墩柱钢筋绑扎台座,属于建筑施工技术领域,可解决现有桥梁墩柱钢筋施工中存在的效率低以及绑扎过程中钢筋间距不好控制及施工工艺的间隙时间过长等问题,包括两个截面呈直角三角形的支架,两个支架的长直角边相向布置,两个支架通过位于其上下两端的卡具连接,支架的长直角边从上至下设有若干横向的空心管,空心管位于卡具之间,两个支架顶端的空心管通过穿设钢筋一连接,其余空心管内分别穿设有钢筋二。本发明可实现集中方形墩柱钢筋大面积的制作,不受现场施工工序限制,提高了施工效率,加快了周转速度。
Square pier column steel bar binding pedestal
A square pier column reinforcing steel bar binding pedestal belongs to the technical field of building construction, can solve the problems of low efficiency, difficult control of reinforcing steel bar spacing in a binding process, overlong gap time of a construction process and the like in the existing bridge pier column reinforcing steel bar construction, and comprises two brackets with right triangle-shaped cross sections, the long right-angle sides of the two supports are oppositely arranged, the two supports are connected through clamps located at the upper ends and the lower ends of the supports, the long right-angle sides of the supports are provided with a plurality of transverse hollow pipes from top to bottom, the hollow pipes are located between the clamps, the hollow pipes at the top ends of the two supports are connected by penetrating first reinforcing steel bars, and second reinforcing steel bars are arranged in the other hollow pipes in a penetrating mode respectively. Large-area manufacturing of concentrated square pier column steel bars can be achieved, limitation of site construction procedures is avoided, the construction efficiency is improved, and the turnover speed is increased.
一种方形墩柱钢筋绑扎台座,属于建筑施工技术领域,可解决现有桥梁墩柱钢筋施工中存在的效率低以及绑扎过程中钢筋间距不好控制及施工工艺的间隙时间过长等问题,包括两个截面呈直角三角形的支架,两个支架的长直角边相向布置,两个支架通过位于其上下两端的卡具连接,支架的长直角边从上至下设有若干横向的空心管,空心管位于卡具之间,两个支架顶端的空心管通过穿设钢筋一连接,其余空心管内分别穿设有钢筋二。本发明可实现集中方形墩柱钢筋大面积的制作,不受现场施工工序限制,提高了施工效率,加快了周转速度。
Square pier column steel bar binding pedestal
一种方形墩柱钢筋绑扎台座
MA JINGTAO (author) / ZHANG WEIQI (author) / MA NING (author) / WANG XIAOLONG (author) / WANG LEI (author) / ZHAO YANGYANG (author) / YUAN XIAOHONG (author)
2024-02-20
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
Square pier column reinforcing steel bar overall binding tool
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