Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Underpinning pile pre-jacking system and pre-jacking method
The invention discloses an underpinning pile pre-jacking system and a pre-jacking method, and relates to the technical field of civil engineering construction. The pre-jacking system comprises a driving system, a monitoring system, a control system, an underpinning beam and a plurality of groups of underpinning devices; the pre-jacking method comprises the steps that S1, the underpinning pile pre-jacking system is arranged; s2, determining a pre-jacking amount target value and a theoretical load value; s3, in combination with monitoring data of the monitoring system, pre-jacking is conducted on the underpinning pile; and S4, when the settlement value of the underpinned pile is monitored to tend to be stable, pre-jacking is ended. Deformation of the underpinning beam and the underpinning device is dynamically regulated and controlled, the settlement amount of the underpinning beam is monitored in real time through the monitoring system, then the pre-jacking mode is adjusted, the underpinning beam is kept horizontal all the time, the underpinning beam and an upper structure are prevented from cracking, and stability and accuracy are improved.
本发明公开了一种托换桩预顶升系统及预顶升方法，涉及土木工程施工技术领域。预顶升系统包括驱动系统、监测系统、控制系统、托换梁和多组托换装置；预顶升方法的步骤为：S1、布置所述托换桩预顶升系统；S2、确定预顶升量目标值和理论荷载值；S3、结合所述监测系统的监测数据，对所述托换桩实施预顶升；S4、待所述托换桩沉降值监测趋于稳定，结束预顶升。本发明通过对托换梁、托换装置变形进行动态调控，通过监测系统对托换梁进行沉降量进行实时监测，进而调整预顶升方式，保持托换梁始终保持水平，防止托换梁以及上部结构发生裂纹，提升了稳定性和精准度。
Underpinning pile pre-jacking system and pre-jacking method
The invention discloses an underpinning pile pre-jacking system and a pre-jacking method, and relates to the technical field of civil engineering construction. The pre-jacking system comprises a driving system, a monitoring system, a control system, an underpinning beam and a plurality of groups of underpinning devices; the pre-jacking method comprises the steps that S1, the underpinning pile pre-jacking system is arranged; s2, determining a pre-jacking amount target value and a theoretical load value; s3, in combination with monitoring data of the monitoring system, pre-jacking is conducted on the underpinning pile; and S4, when the settlement value of the underpinned pile is monitored to tend to be stable, pre-jacking is ended. Deformation of the underpinning beam and the underpinning device is dynamically regulated and controlled, the settlement amount of the underpinning beam is monitored in real time through the monitoring system, then the pre-jacking mode is adjusted, the underpinning beam is kept horizontal all the time, the underpinning beam and an upper structure are prevented from cracking, and stability and accuracy are improved.
本发明公开了一种托换桩预顶升系统及预顶升方法，涉及土木工程施工技术领域。预顶升系统包括驱动系统、监测系统、控制系统、托换梁和多组托换装置；预顶升方法的步骤为：S1、布置所述托换桩预顶升系统；S2、确定预顶升量目标值和理论荷载值；S3、结合所述监测系统的监测数据，对所述托换桩实施预顶升；S4、待所述托换桩沉降值监测趋于稳定，结束预顶升。本发明通过对托换梁、托换装置变形进行动态调控，通过监测系统对托换梁进行沉降量进行实时监测，进而调整预顶升方式，保持托换梁始终保持水平，防止托换梁以及上部结构发生裂纹，提升了稳定性和精准度。
Underpinning pile pre-jacking system and pre-jacking method
一种托换桩预顶升系统及预顶升方法
YIN XUEXIN (Autor:in) / HE XIANQUN (Autor:in) / LIU LU (Autor:in) / FAN BOJIE (Autor:in) / GAO XIAOGANG (Autor:in) / WANG JIANXI (Autor:in) / YANG JIANQIANG (Autor:in) / CHEN QINLIANG (Autor:in) / LAN PING (Autor:in) / ZHU HONGBO (Autor:in)
27.10.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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