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A platform for research: civil engineering, architecture and urbanism
Floating piling platform for underwater cast-in-situ bored piles
The invention discloses an underwater cast-in-situ bored pile floating type piling platform, and relates to the field of piling platforms, the underwater cast-in-situ bored pile floating type piling platform comprises a floating box, a piling machine is arranged at the top end of the floating box, a notch is formed in the front side of the floating box, the piling machine performs piling operation at the notch, a plurality of anchor rods are arranged on the outer side of the floating box, and the outer ends of the anchor rods are sleeved with sliding seats; a first fixing seat is fixedly arranged on the side, facing the floating box, of the sliding seat, a spherical shell is fixedly arranged at one end of the first fixing seat, a ball head is arranged in the spherical shell and can rotate in the spherical shell, and a spring playing a buffering role is arranged between the sliding seat and the floating box. The connection between the floating box and the sliding seat is more flexible through the spherical shell and the ball head, when the floating box swings obliquely on the water surface due to waves, the floating box inclines or rotates relative to the sliding seat, so that the influence of the floating box on the sliding seat and the anchor rod is smaller, and the anchor rod is prevented from loosening or being deformed due to stress.
本发明公开了一种水中钻孔灌注桩浮式打桩平台，涉及打桩平台领域，包括浮箱，所述浮箱顶端设有打桩机，所述浮箱前侧开设有缺口，打桩机在缺口处进行打桩操作，所述浮箱外侧设有多个锚杆，所述锚杆外端套设有滑座，所述滑座朝向浮箱的一侧固定设有第一固定座，所述第一固定座一端固定设有球壳，所述球壳内部设有球头，球头能够在球壳内部转动，所述滑座和浮箱之间设有起到缓冲作用的弹簧。本发明通过球壳和球头使得浮箱和滑座之间的连接更加灵活，当浮箱在水面上因波浪而倾斜摆动时，浮箱就会相对滑座发生倾斜或转动，这使得浮箱对滑座和锚杆的影响更小，从而避免锚杆因此而发生松动或受力变形。
Floating piling platform for underwater cast-in-situ bored piles
The invention discloses an underwater cast-in-situ bored pile floating type piling platform, and relates to the field of piling platforms, the underwater cast-in-situ bored pile floating type piling platform comprises a floating box, a piling machine is arranged at the top end of the floating box, a notch is formed in the front side of the floating box, the piling machine performs piling operation at the notch, a plurality of anchor rods are arranged on the outer side of the floating box, and the outer ends of the anchor rods are sleeved with sliding seats; a first fixing seat is fixedly arranged on the side, facing the floating box, of the sliding seat, a spherical shell is fixedly arranged at one end of the first fixing seat, a ball head is arranged in the spherical shell and can rotate in the spherical shell, and a spring playing a buffering role is arranged between the sliding seat and the floating box. The connection between the floating box and the sliding seat is more flexible through the spherical shell and the ball head, when the floating box swings obliquely on the water surface due to waves, the floating box inclines or rotates relative to the sliding seat, so that the influence of the floating box on the sliding seat and the anchor rod is smaller, and the anchor rod is prevented from loosening or being deformed due to stress.
本发明公开了一种水中钻孔灌注桩浮式打桩平台，涉及打桩平台领域，包括浮箱，所述浮箱顶端设有打桩机，所述浮箱前侧开设有缺口，打桩机在缺口处进行打桩操作，所述浮箱外侧设有多个锚杆，所述锚杆外端套设有滑座，所述滑座朝向浮箱的一侧固定设有第一固定座，所述第一固定座一端固定设有球壳，所述球壳内部设有球头，球头能够在球壳内部转动，所述滑座和浮箱之间设有起到缓冲作用的弹簧。本发明通过球壳和球头使得浮箱和滑座之间的连接更加灵活，当浮箱在水面上因波浪而倾斜摆动时，浮箱就会相对滑座发生倾斜或转动，这使得浮箱对滑座和锚杆的影响更小，从而避免锚杆因此而发生松动或受力变形。
Floating piling platform for underwater cast-in-situ bored piles
一种水中钻孔灌注桩浮式打桩平台
MA ZIYANG (author) / WEI XIAO (author) / YUE ZIDONG (author) / XIONG LIMING (author) / LIANG JING (author) / YAN HULIN (author) / YUAN HAIJIAN (author) / LIANG CHANGWEI (author) / ZHANG WEI (author)
2024-09-06
Patent
Electronic Resource
Chinese
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
Problems in bored cast in-situ piling and remedies
| British Library Conference Proceedings | 2006
Problems, limitations and applications of cast-in-situ bored piling
| Engineering Index Backfile | 1962
Field tests on cast-in-situ bored piles
| Online Contents | 1970
Area of effective use of bored situ-cast piles
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