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A platform for research: civil engineering, architecture and urbanism
Pier column steel bar binding platform and binding method
The invention discloses a pier column steel bar binding platform and a binding method.The binding platform comprises two follow-up pier column steel bar fixing mechanisms, one of the two follow-up pier column steel bar fixing mechanisms is selected to be in transmission connection with a driving mechanism, and a follow-up binding mechanism is arranged between the two follow-up pier column steel bar fixing mechanisms; the pier column reinforcement cage is sleeved with the follow-up binding mechanism, and the follow-up binding mechanism is connected to the guide rail in a sliding mode and walks on the guide rail. The binding method is completed through the binding platform, and according to the requirements of different pier column reinforcement cages, the follow-up pier column reinforcement fixing mechanism and the follow-up binding mechanism are adjusted to complete binding operation. According to the device, the construction efficiency is effectively improved, horizontal or vertical binding of the pier column reinforcement cage can be carried out according to the construction environment, the labor intensity is reduced, safety accidents are avoided, and the device is suitable for binding of pier column reinforcement cages in different forms. The device is suitable for the technical field of pier column steel bar binding in bridge construction.
本发明公开了一种墩柱钢筋绑扎平台及绑扎方法，绑扎平台包括两个随形式墩柱钢筋固定机构，且两随形式墩柱钢筋固定机构择一与驱动机构传动连接，于两所述随形式墩柱钢筋固定机构之间设置有随形式绑扎机构，所述随形式绑扎机构套设于墩柱钢筋笼外，且随形式绑扎机构滑动连接于导轨上并于导轨上行走；绑扎方法通过上述的绑扎平台来完成，并根据不同墩柱钢筋笼的需要，调整随形式墩柱钢筋固定机构和随形式绑扎机构，来完成绑扎作业。本发明有效地提高了施工效率，可根据施工的环境进行墩柱钢筋笼的卧式或者立式绑扎，降低了劳动强度及避免安全事故的发生，并且适应不同形态的墩柱钢筋笼的绑扎。本发明适用于桥梁施工中墩柱钢筋绑扎的技术领域。
Pier column steel bar binding platform and binding method
The invention discloses a pier column steel bar binding platform and a binding method.The binding platform comprises two follow-up pier column steel bar fixing mechanisms, one of the two follow-up pier column steel bar fixing mechanisms is selected to be in transmission connection with a driving mechanism, and a follow-up binding mechanism is arranged between the two follow-up pier column steel bar fixing mechanisms; the pier column reinforcement cage is sleeved with the follow-up binding mechanism, and the follow-up binding mechanism is connected to the guide rail in a sliding mode and walks on the guide rail. The binding method is completed through the binding platform, and according to the requirements of different pier column reinforcement cages, the follow-up pier column reinforcement fixing mechanism and the follow-up binding mechanism are adjusted to complete binding operation. According to the device, the construction efficiency is effectively improved, horizontal or vertical binding of the pier column reinforcement cage can be carried out according to the construction environment, the labor intensity is reduced, safety accidents are avoided, and the device is suitable for binding of pier column reinforcement cages in different forms. The device is suitable for the technical field of pier column steel bar binding in bridge construction.
本发明公开了一种墩柱钢筋绑扎平台及绑扎方法，绑扎平台包括两个随形式墩柱钢筋固定机构，且两随形式墩柱钢筋固定机构择一与驱动机构传动连接，于两所述随形式墩柱钢筋固定机构之间设置有随形式绑扎机构，所述随形式绑扎机构套设于墩柱钢筋笼外，且随形式绑扎机构滑动连接于导轨上并于导轨上行走；绑扎方法通过上述的绑扎平台来完成，并根据不同墩柱钢筋笼的需要，调整随形式墩柱钢筋固定机构和随形式绑扎机构，来完成绑扎作业。本发明有效地提高了施工效率，可根据施工的环境进行墩柱钢筋笼的卧式或者立式绑扎，降低了劳动强度及避免安全事故的发生，并且适应不同形态的墩柱钢筋笼的绑扎。本发明适用于桥梁施工中墩柱钢筋绑扎的技术领域。
Pier column steel bar binding platform and binding method
一种墩柱钢筋绑扎平台及绑扎方法
LI DA (author) / MA RUIDONG (author) / WANG LIANG (author) / LIN LIANG (author) / GUO CHAO (author) / WANG ZHONGJIE (author) / XU YIJUN (author)
2023-06-06
Patent
Electronic Resource
Chinese
High-pier pier body steel bar binding construction platform
| European Patent Office | 2023