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Double-layer pile stabilizing platform for offshore steel pipe pile sinking and construction method
The double-layer pile stabilizing platform comprises a positioning seat, a deviation rectifying device, a plurality of positioning piles, a plurality of positioning cylinders and a floating body structure, the positioning seat is provided with a positioning groove in the vertical direction in a penetrating mode, the positioning groove is used for positioning the steel pipe pile, and one side of the positioning groove is open so that the steel pipe pile can enter and exit; the deviation rectifying device is used for rectifying deviation of the steel pipe pile in the positioning groove; the positioning piles are used for limiting the positioning seat; the plurality of positioning cylinders are vertically arranged on the positioning seat, the plurality of positioning cylinders are in one-to-one correspondence with the plurality of positioning piles, and the positioning piles are vertically arranged in the corresponding positioning cylinders in a penetrating manner; the floating body structure is used for carrying the positioning seat and is provided with a locking piece for locking the positioning pile; and when the positioning seat is limited, the locking piece relieves limitation on the positioning pile, and the lower end of the positioning pile is downwards inserted into the riverbed. The construction method has the effect of improving the construction efficiency of the steel pipe pile.
本申请公开了一种用于海上钢管桩沉桩双层稳桩平台及施工方法，包括定位座、纠偏装置、若干定位桩、若干定位筒以及浮体结构，定位座贯穿沿竖直方向开设有定位槽，定位槽用于对钢管桩进行定位，定位槽一侧呈开口设置，以供钢管桩进出；纠偏装置用于对定位槽内的钢管桩进行纠偏；若干定位桩用于对定位座进行限位；若干定位筒竖直设置于定位座，若干定位筒与若干定位桩一一对应，定位桩竖向穿设于对应的定位筒中；浮体结构用于运载定位座，浮体结构设置有用于锁固定位桩的锁固件；当对定位座进行限位时，锁固件解除对定位桩的限制，定位桩下端向下插至河床。本申请具有提高钢管桩的施工效率的效果。
Double-layer pile stabilizing platform for offshore steel pipe pile sinking and construction method
The double-layer pile stabilizing platform comprises a positioning seat, a deviation rectifying device, a plurality of positioning piles, a plurality of positioning cylinders and a floating body structure, the positioning seat is provided with a positioning groove in the vertical direction in a penetrating mode, the positioning groove is used for positioning the steel pipe pile, and one side of the positioning groove is open so that the steel pipe pile can enter and exit; the deviation rectifying device is used for rectifying deviation of the steel pipe pile in the positioning groove; the positioning piles are used for limiting the positioning seat; the plurality of positioning cylinders are vertically arranged on the positioning seat, the plurality of positioning cylinders are in one-to-one correspondence with the plurality of positioning piles, and the positioning piles are vertically arranged in the corresponding positioning cylinders in a penetrating manner; the floating body structure is used for carrying the positioning seat and is provided with a locking piece for locking the positioning pile; and when the positioning seat is limited, the locking piece relieves limitation on the positioning pile, and the lower end of the positioning pile is downwards inserted into the riverbed. The construction method has the effect of improving the construction efficiency of the steel pipe pile.
本申请公开了一种用于海上钢管桩沉桩双层稳桩平台及施工方法，包括定位座、纠偏装置、若干定位桩、若干定位筒以及浮体结构，定位座贯穿沿竖直方向开设有定位槽，定位槽用于对钢管桩进行定位，定位槽一侧呈开口设置，以供钢管桩进出；纠偏装置用于对定位槽内的钢管桩进行纠偏；若干定位桩用于对定位座进行限位；若干定位筒竖直设置于定位座，若干定位筒与若干定位桩一一对应，定位桩竖向穿设于对应的定位筒中；浮体结构用于运载定位座，浮体结构设置有用于锁固定位桩的锁固件；当对定位座进行限位时，锁固件解除对定位桩的限制，定位桩下端向下插至河床。本申请具有提高钢管桩的施工效率的效果。
Double-layer pile stabilizing platform for offshore steel pipe pile sinking and construction method
一种用于海上钢管桩沉桩双层稳桩平台及施工方法
LI YUBIN (author) / ZHENG XIPING (author) / WANG XIAOLONG (author) / LI PENGZHEN (author) / WANG XIAOJUN (author) / CHEN JIN (author) / HUANG XUEFENG (author) / QU SHUAI (author) / ZHU TAO (author) / YUAN ZHICHAO (author)
2024-11-26
Patent
Electronic Resource
Chinese
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