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Deepwater gravel foundation bed desilting system and desilting construction method thereof
The invention discloses a deepwater gravel foundation bed desilting system and a desilting construction method thereof, and belongs to the technical field of underwater foundation bed construction. Comprising a floating body, a gantry type trolley mechanism, a desilting device, a grounding device and a monitoring device. The dredging device is connected with the gantry type trolley mechanism, and the grounding device is connected with the gantry type trolley mechanism through a rope; the monitoring device is connected to the bottom contact device, judges the real-time contact state of the bottom contact device and the surface of the position to be dredged according to stress changes of the monitoring device and controls the gantry type trolley mechanism to drive the dredging device and the bottom contact device to ascend and descend synchronously. And the grounding device is adjusted to be between a complete grounding state and a complete separation state in real time, so that the dredging device is located at the operation depth. The technical problem that in the prior art, a desilting system cannot effectively control the operation depth of a desilting device according to tidal range changes in a large-water-depth environment is solved.
本发明公开了深水碎石基床清淤系统及其清淤施工方法,属于水下基床施工技术领域。包括浮体、龙门式台车机构、清淤装置、触底装置和监控装置;所述清淤装置与所述龙门式台车机构相连接,所述触底装置通过绳缆与所述龙门式台车机构相连接;所述监控装置连接于所述触底装置,所述监控装置根据所述监控装置的受力变化判定所述触底装置与待清淤处表面的实时接触状态,并控制所述龙门式台车机构驱动所述清淤装置和所述触底装置同步升降,使所述触底装置实时调整至处于完全触底状态和完全脱离状态之间,以使所述清淤装置处于作业深度。本发明解决了现有技术中清淤系统在大水深环境下无法有效根据潮差变化控制清淤装置的作业深度的技术问题。
Deepwater gravel foundation bed desilting system and desilting construction method thereof
The invention discloses a deepwater gravel foundation bed desilting system and a desilting construction method thereof, and belongs to the technical field of underwater foundation bed construction. Comprising a floating body, a gantry type trolley mechanism, a desilting device, a grounding device and a monitoring device. The dredging device is connected with the gantry type trolley mechanism, and the grounding device is connected with the gantry type trolley mechanism through a rope; the monitoring device is connected to the bottom contact device, judges the real-time contact state of the bottom contact device and the surface of the position to be dredged according to stress changes of the monitoring device and controls the gantry type trolley mechanism to drive the dredging device and the bottom contact device to ascend and descend synchronously. And the grounding device is adjusted to be between a complete grounding state and a complete separation state in real time, so that the dredging device is located at the operation depth. The technical problem that in the prior art, a desilting system cannot effectively control the operation depth of a desilting device according to tidal range changes in a large-water-depth environment is solved.
本发明公开了深水碎石基床清淤系统及其清淤施工方法,属于水下基床施工技术领域。包括浮体、龙门式台车机构、清淤装置、触底装置和监控装置;所述清淤装置与所述龙门式台车机构相连接,所述触底装置通过绳缆与所述龙门式台车机构相连接;所述监控装置连接于所述触底装置,所述监控装置根据所述监控装置的受力变化判定所述触底装置与待清淤处表面的实时接触状态,并控制所述龙门式台车机构驱动所述清淤装置和所述触底装置同步升降,使所述触底装置实时调整至处于完全触底状态和完全脱离状态之间,以使所述清淤装置处于作业深度。本发明解决了现有技术中清淤系统在大水深环境下无法有效根据潮差变化控制清淤装置的作业深度的技术问题。
Deepwater gravel foundation bed desilting system and desilting construction method thereof
深水碎石基床清淤系统及其清淤施工方法
LI WEI (Autor:in) / AN XIUSHAN (Autor:in) / LIU FENG (Autor:in) / LI LIANG (Autor:in) / ZHU WENFENG (Autor:in) / LIU MING (Autor:in) / LYU BINGWEN (Autor:in) / LIU JUNLIANG (Autor:in) / MU SHAOLONG (Autor:in) / LI LI (Autor:in)
07.01.2025
Patent
Elektronische Ressource
Chinesisch
IPC:
E02F
Baggern
,
DREDGING
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