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A platform for research: civil engineering, architecture and urbanism
Construction method of complex-section super-thick concrete bridge tower reinforcing steel bar component
The invention provides a construction method for a reinforcing steel bar component of a complex-section ultra-thick concrete bridge tower. The construction method comprises the following steps that S1, the reinforcing steel bar component is split into reinforcing steel bar body modules, reinforcing steel bar cages and corresponding drag hook ribs; s2, decomposing the reinforcing steel bar body module into a plurality of reinforcing steel bar sheet bodies; s3, manufacturing of a steel bar sheet body is completed through the drag hook bars, the bent stirrups and the main bars; s4, the reinforcing steel bar sheet bodies form reinforcing steel bar body modules through binding drag hook ribs; s5, the reinforcement cage is unfolded and decomposed into reinforcement meshes; s6, manufacturing of the reinforcing mesh is completed through the main reinforcements and the arc stirrups; s7, the manufactured reinforcing mesh is put into a bending device to be bent for multiple times, and then a reinforcement cage is formed; s8, loading and transporting the processed reinforcement body module and the reinforcement cage to a construction site; s9, the fixed jig frame and the sliding jig frame are installed on site; and S10, the reinforcement body module and the reinforcement cage are assembled and formed. The construction efficiency of the steel bar component is greatly improved, construction safety and stability are guaranteed, and good economic benefits are achieved.
本发明提供一种复杂断面超厚混凝土桥塔钢筋部品施工方法，包括以下步骤：S1、钢筋部品拆分成钢筋体模块和钢筋笼及对应的拉钩筋；S2、对钢筋体模块分解成多个钢筋片体；S3、通过拉钩筋、弯折箍筋和主筋完成钢筋片体的制作；S4、将钢筋片体通过绑扎拉钩筋形成钢筋体模块；S5、将钢筋笼进行展开分解成钢筋网片；S6、通过主筋和圆弧箍筋完成钢筋网片的制作；S7、将制作好的钢筋网片通过弯折设备放入多次弯折后形成钢筋笼；S8、将加工完成的钢筋体模块和钢筋笼装车运输至施工现场；S9、现场安装固定胎架和滑移胎架；S10、将钢筋体模块和钢筋笼进行组拼成型。本发明大幅度提高了钢筋部品的施工效率，保证了施工安全和稳定，具有良好的经济效益。
Construction method of complex-section super-thick concrete bridge tower reinforcing steel bar component
The invention provides a construction method for a reinforcing steel bar component of a complex-section ultra-thick concrete bridge tower. The construction method comprises the following steps that S1, the reinforcing steel bar component is split into reinforcing steel bar body modules, reinforcing steel bar cages and corresponding drag hook ribs; s2, decomposing the reinforcing steel bar body module into a plurality of reinforcing steel bar sheet bodies; s3, manufacturing of a steel bar sheet body is completed through the drag hook bars, the bent stirrups and the main bars; s4, the reinforcing steel bar sheet bodies form reinforcing steel bar body modules through binding drag hook ribs; s5, the reinforcement cage is unfolded and decomposed into reinforcement meshes; s6, manufacturing of the reinforcing mesh is completed through the main reinforcements and the arc stirrups; s7, the manufactured reinforcing mesh is put into a bending device to be bent for multiple times, and then a reinforcement cage is formed; s8, loading and transporting the processed reinforcement body module and the reinforcement cage to a construction site; s9, the fixed jig frame and the sliding jig frame are installed on site; and S10, the reinforcement body module and the reinforcement cage are assembled and formed. The construction efficiency of the steel bar component is greatly improved, construction safety and stability are guaranteed, and good economic benefits are achieved.
本发明提供一种复杂断面超厚混凝土桥塔钢筋部品施工方法，包括以下步骤：S1、钢筋部品拆分成钢筋体模块和钢筋笼及对应的拉钩筋；S2、对钢筋体模块分解成多个钢筋片体；S3、通过拉钩筋、弯折箍筋和主筋完成钢筋片体的制作；S4、将钢筋片体通过绑扎拉钩筋形成钢筋体模块；S5、将钢筋笼进行展开分解成钢筋网片；S6、通过主筋和圆弧箍筋完成钢筋网片的制作；S7、将制作好的钢筋网片通过弯折设备放入多次弯折后形成钢筋笼；S8、将加工完成的钢筋体模块和钢筋笼装车运输至施工现场；S9、现场安装固定胎架和滑移胎架；S10、将钢筋体模块和钢筋笼进行组拼成型。本发明大幅度提高了钢筋部品的施工效率，保证了施工安全和稳定，具有良好的经济效益。
Construction method of complex-section super-thick concrete bridge tower reinforcing steel bar component
复杂断面超厚混凝土桥塔钢筋部品施工方法
WU ZHONGZHENG (author) / YU WANQING (author) / WANG XIHUA (author) / YU CHANGWEN (author) / CHENG MAOLIN (author) / XIAO HAO (author) / YAN SHUANGQIAO (author) / CHEN BIN (author) / LIU HANG (author) / DONG QIFENG (author)
2024-12-03
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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