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Supporting pier system of FLNG upper module

A pillar and body technology, applied in the field of buttress systems that reduce the impact of FLNG sloshing on the upper module, can solve problems such as production stoppage, inability to release or partially release constraints, complex module process, etc., to reduce impact, improve operating efficiency coefficient and safety The effect of the coefficient

Active Publication Date: 2016-11-16
CNOOC ENERGY TECH & SERVICES
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] At present, the design of traditional buttress layout and type can only meet the support requirements of the FPSO hull for the upper module, and cannot release or partially release the constraints (the constraints along the longitudinal direction of the hull can be released, but the constraints along the width direction of the hull cannot be released), so it cannot effectively reduce the Hull motion effects
For FLNG, the FLNG upper module process is complex and has strict requirements on the range of motion of the hull, especially in harsh sea conditions such as the South China Sea, where FLNG sloshing causes process system failure to cause production shutdowns and other accidents

Method used

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  • Supporting pier system of FLNG upper module
  • Supporting pier system of FLNG upper module
  • Supporting pier system of FLNG upper module

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Embodiment Construction

[0019] The present invention will be further described below in conjunction with the accompanying drawings.

[0020] as attached Figure 1 to Figure 5 As shown, a FLNG upper module pier system includes first, second, third and fourth pier bodies 3, 4, 5, 6 arranged at four corner points at the bottom of the upper module 1, the first The pier body 3 and the second pier body 4, the third pier body 5 and the fourth pier body 6 are symmetrically arranged along the ship width direction respectively, and the first pier body 3 and the The fourth pier body 6, the second pier body 4 and the third pier body 5 are arranged diagonally, and the first pier body 3 and the third pier body 5 are arranged on the One side of the upper module 1 (that is, the first abutment body 3 and the third abutment body 5 can be arranged on the left side of the upper module 1, or on the right side of the upper module 1) , the second pier body 4 and the fourth pier body 6 are arranged on the other side of th...

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Abstract

The invention discloses a supporting pier system of an FLNG upper module. The supporting pier system comprises a first supporting pier body, a second supporting pier body, a third supporting pier body and a fourth supporting pier body which are arranged on four angular points of the bottom of the upper module; the first supporting pier body and the fourth supporting pier body are arranged in a diagonal manner; the upper surface of one supporting pier body is in sliding contact with a supporting post of the upper module; the upper surface of the other supporting pier body is fixedly connected with the supporting post of the upper module; the second supporting pier body and the third supporting pier body are arranged in the diagonal manner; the upper surface of one supporting pier body is in sliding contact with the supporting post of the upper module, and is equipped with a baffle plate for limiting the upper module from moving in a boat breadth direction; and the upper surface of the other supporting pier body is in sliding contact with the supporting post of the upper mould, and is equipped with a baffle plate for limiting the upper module from moving in a boat length direction. According to the supporting pier system disclosed by the invention, a relative limiting layout mode is adopted, so that influences, on the module, of boat motion can be greatly reduced, and an integral operation efficiency coefficient and a safety coefficient of the FNLG are improved.

Description

technical field [0001] The invention relates to a FLNG module support pier, in particular to a support pier system for reducing the influence of FLNG sloshing on an upper module under severe sea conditions. Background technique [0002] With less and less available natural gas resources on land, exploration and development of offshore natural gas fields is an inevitable trend. A considerable part of the gas fields in the South China Sea are deep-sea gas fields and small marginal gas fields. For these marginal small gas fields and deep-sea natural gas resources, without the support of surrounding facilities, floating liquefied natural gas (FLNG) devices are used as a new type of offshore gas field development technology. The FLNG process system is complex, the total weight of the upper module can reach tens of thousands of tons (more than 30,000 tons), and there are many large pressure vessels in the pretreatment and liquefaction process, LNG is very sensitive to ship sloshi...

Claims

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Application Information

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IPC IPC(8): F17C13/08
CPCF17C13/082F17C2201/052F17C2205/0103F17C2205/0126F17C2205/0196F17C2221/033F17C2223/0161F17C2270/0105
Inventor 徐业峻赵会军李彤陈勇陈观豪汪建平刘中柏黄国良李明王策黄启涛曾云飞郭燕茂
Owner CNOOC ENERGY TECH & SERVICES
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