A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The invention discloses a seabed rock stratum piling buffer device and relates to the technical field of rock stratum piling, the seabed rock stratum piling buffer device comprises a lifting piling mechanism, and the top of the lifting piling mechanism is fixedly mounted at the end, away from a take-up and pay-off mechanism, of an anchor rope; the lifting piling mechanism is used for lifting piling of a seabed rock stratum and buffering impact force generated during piling through pressing force of seawater. According to the seabed rock stratum piling buffer device, the axis of an anchor rope and the axis of a rope guide barrel are collinear under the guidance of a guide table, the gravity of a lifting piling mechanism enables the anchor rope to fall to the seabed ground position when the anchor rope is unwound, and when the lifting piling mechanism ascends and descends to pile a seabed rock stratum, a stabilizing ring rotatably supports the lifting piling mechanism; the sliding block slides in a reciprocating mode above the inner side face of the guide sliding assembly, so that the lifting piling mechanism is more stable and not prone to deflection when diving to the seabed, and the problem that a piling component is prone to being impacted by seawater to shake and deviate from a piling point in the process of descending to the seabed is solved.
本发明公开了海底岩层打桩缓冲装置，本发明涉及岩层打桩技术领域，包括升降打桩机构，所述升降打桩机构的顶部固定安装在锚绳远离收放线机构的一端，所述升降打桩机构用于海底岩层的升降打桩以及利用海水的压覆力对打桩时的冲击力进行缓冲。该海底岩层打桩缓冲装置，达到导向台的引导使得锚绳与导绳筒的轴线共线，升降打桩机构的重力使得锚绳放卷时能够下落至海底地面位置，升降打桩机构升降移动对海底岩层进行打桩时，稳固环对升降打桩机构进行转动支撑，该过程中，滑块在导滑组件的内侧面上方往复滑动，从而使得升降打桩机构下潜至海底时更加稳定不易偏斜，解决了打桩部件下降至海底过程中容易受海水冲击晃动而偏离打桩点的问题。
The invention discloses a seabed rock stratum piling buffer device and relates to the technical field of rock stratum piling, the seabed rock stratum piling buffer device comprises a lifting piling mechanism, and the top of the lifting piling mechanism is fixedly mounted at the end, away from a take-up and pay-off mechanism, of an anchor rope; the lifting piling mechanism is used for lifting piling of a seabed rock stratum and buffering impact force generated during piling through pressing force of seawater. According to the seabed rock stratum piling buffer device, the axis of an anchor rope and the axis of a rope guide barrel are collinear under the guidance of a guide table, the gravity of a lifting piling mechanism enables the anchor rope to fall to the seabed ground position when the anchor rope is unwound, and when the lifting piling mechanism ascends and descends to pile a seabed rock stratum, a stabilizing ring rotatably supports the lifting piling mechanism; the sliding block slides in a reciprocating mode above the inner side face of the guide sliding assembly, so that the lifting piling mechanism is more stable and not prone to deflection when diving to the seabed, and the problem that a piling component is prone to being impacted by seawater to shake and deviate from a piling point in the process of descending to the seabed is solved.
本发明公开了海底岩层打桩缓冲装置，本发明涉及岩层打桩技术领域，包括升降打桩机构，所述升降打桩机构的顶部固定安装在锚绳远离收放线机构的一端，所述升降打桩机构用于海底岩层的升降打桩以及利用海水的压覆力对打桩时的冲击力进行缓冲。该海底岩层打桩缓冲装置，达到导向台的引导使得锚绳与导绳筒的轴线共线，升降打桩机构的重力使得锚绳放卷时能够下落至海底地面位置，升降打桩机构升降移动对海底岩层进行打桩时，稳固环对升降打桩机构进行转动支撑，该过程中，滑块在导滑组件的内侧面上方往复滑动，从而使得升降打桩机构下潜至海底时更加稳定不易偏斜，解决了打桩部件下降至海底过程中容易受海水冲击晃动而偏离打桩点的问题。
Elsevier | 1987
| TIBKAT | 1986
| British Library Conference Proceedings | 1998