Underwater installation method for large-size anchor pile

An installation method and large-scale technology, applied in sheet pile walls, buildings, infrastructure engineering, etc., can solve the problems of scarce resources of large crane ships and high cost of ships, and achieve the effect of reducing the cost of offshore construction operations

Pending Publication Date: 2022-01-28
CHINA NAT OFFSHORE OIL CORP +3
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Usually, the installation of the deepwater anchor pile 100 is completed by a large crane ship. Due to the strong lifting capacity of the crane, the large crane ship can carry out the lifting and pile turning operation of the anchor pile 100 on the deck of the transport barge or the crane ship. Crane ships are scarce and the cost of ships is very high

Method used

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  • Underwater installation method for large-size anchor pile
  • Underwater installation method for large-size anchor pile
  • Underwater installation method for large-size anchor pile

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Embodiment Construction

[0047] In order to have a clearer understanding of the technical features, purposes and effects of the present invention, the specific implementation manners of the present invention will now be described in detail with reference to the accompanying drawings. In the following description, it should be understood that "front", "rear", "upper", "lower", "left", "right", "longitudinal", "horizontal", "vertical", "horizontal", The orientation or positional relationship indicated by "top", "bottom", "inner", "outer", "head", "tail", etc. is based on the orientation or positional relationship shown in the drawings, and is constructed and operated in a specific orientation, It is only for the convenience of describing the technical solution, but does not indicate that the referred device or element must have a specific orientation, so it should not be construed as a limitation of the present invention.

[0048] It should also be noted that terms such as "installation", "connection", ...

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Abstract

The invention discloses an underwater installation method for a large-size anchor pile. The method comprises the steps that S1, a transportation barge loads the anchor pile to sail to an operation sea area; S2, the transportation barge berths the workboat, and a workboat crane hoists the anchor piles in a horizontal hoisting mode; S3, a workboat crane is lowered, the weight of the anchor pile is gradually transmitted to an anchor pile hanging platform of the workboat from the workboat crane, and underwater pile turning operation of the anchor pile is conducted; S4, the workboat crane is connected with the anchor pile hanging rigging on the anchor pile hanging platform; S5, the anchor pile is hoisted by the workboat crane, the weight of the anchor pile is transferred to the workboat crane from the anchor pile suspension platform, and the anchor pile is vertically hoisted and lowered to the preset water depth; S6, the ROV adjusts the heading direction of the anchor pile underwater, and pile inserting operation of the anchor pile is conducted; and S7, the anchor pile automatically settles by means of the self weight. A conventional DP workboat can replace a large crane ship to complete hoisting, lowering and pile inserting operation of a large-size anchor pile, and the offshore construction operation cost can be greatly reduced.

Description

technical field [0001] The invention relates to the technical field of offshore oil engineering, in particular to an underwater installation method for large-size anchor piles. Background technique [0002] combine figure 1 , in offshore oil and gas field development projects, the anchor foundation of the floating production platform 300 mooring system bears large horizontal loads and upward loads, and its stress form is different from that of fixed platform pressure piles. In actual engineering, there are two main types of anchor foundations for mooring systems: driven-in anchor piles and suction-type suction anchor foundations. Wherein, the anchor pile 100 is a hollow circular steel structure, which is embedded in the seabed by a piling hammer. The bearing capacity of the anchor pile 100 is generated by the soil friction force along the pile body and the soil resistance on the side, and usually the anchor pile 100 is installed deep under the seabed to obtain the required...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D5/54E02D27/52
CPCE02D5/54E02D27/52
Inventor 汪智峰叶永彪崔宁张秀林尹彦坤李怀亮王保森王朋飞杨盛檀晓光
Owner CHINA NAT OFFSHORE OIL CORP
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