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A compound joint structure of counterweight layer for large-diameter submarine pipeline

A submarine pipeline and layer composite technology, applied in the direction of pipe components, pipes/pipe joints/fittings, mechanical equipment, etc., can solve the problems of premature curing of open-cell polyurethane foam, incomplete mold filling, long time required, etc., to achieve The effect of reducing foam curing time, reducing dosage, and improving construction efficiency

Active Publication Date: 2018-11-02
BC P INC CHINA NAT PETROLEUM CORP +2
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] The embodiment of the present invention provides a large-diameter subsea pipeline counterweight layer composite filling structure, which is used to solve the problem of premature solidification of open-cell polyurethane foam and incomplete mold filling during the filling construction of the large-diameter single-layer subsea pipeline counterweight layer in the prior art And the technical problem that it takes a long time to reach the required strength for laying

Method used

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  • A compound joint structure of counterweight layer for large-diameter submarine pipeline
  • A compound joint structure of counterweight layer for large-diameter submarine pipeline
  • A compound joint structure of counterweight layer for large-diameter submarine pipeline

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Embodiment 1

[0024] In the embodiment of the present invention, such as figure 1 As shown, the counterweight pipe connected during the laying of the large-diameter submarine pipeline provided by the present invention is composed of a steel pipe 1 and a pipe body anti-corrosion layer 2 and a concrete weight layer 5 that are sequentially coated on the outside of the steel pipe 1. Submarine single layer weight tube. The pipe body anticorrosion layer 2 of the pipe wall of the steel pipe 1 can be selected from epoxy paint, three-layer polyethylene anticorrosion layer, fusion-bonded epoxy powder anticorrosion layer or double-layer epoxy powder anticorrosion layer. The steel pipe 1 can be a carbon steel pipe or a stainless steel pipe with an outer diameter of 426mm-1420mm and a length of 8-15m. The two ends of the reserved welding section 14 of the steel pipe are respectively 150mm-200mm long. The thickness of the concrete counterweight layer 5 of the large-diameter submarine pipeline is 70-120...

Embodiment 2

[0029] In the embodiment of the present invention, such as image 3 As shown, the counterweight pipe connected when the large-diameter submarine pipeline provided by the present invention is to adopt the steel pipe 1 and the pipe body anticorrosion layer 2, polyurethane foam insulation layer 3, high A seabed single-layer insulation weight pipe composed of a density polyethylene outer protection pipe 4, a concrete weight layer 5 and a waterproof cap 6 at the end of the pipe body. The pipe body anticorrosion layer 2 of the pipe wall of the steel pipe 1 can be selected from epoxy paint, three-layer polyethylene anticorrosion layer, fusion-bonded epoxy powder anticorrosion layer or double-layer epoxy powder anticorrosion layer. The steel pipe 1 can be a carbon steel pipe or a stainless steel pipe with an outer diameter of 426mm-1420mm and a length of 8-15m. The two ends of the reserved welding section 14 of the steel pipe are respectively 150mm-200mm long. The length of the high...

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Abstract

The invention discloses a composite mouth-repairing structure for a counterweight layer of a large-caliber submarine pipeline. The composite mouth-repairing structure comprises a mouth-repairing anticorrosive coating, a mould layer, ring-direction high-density polyurethane foam tiles and high-density polyurethane foams, wherein the mouth-repairing anticorrosive coating is arranged on outer surfaces of steel tube reserved welding sections and tube body anticorrosive coating mouth-repairing sections of two counterweight tubes, and is connected with tube body anticorrosive coatings on the end surfaces of the mouth-repairing sections of the two counterweight tubes; the two ends of the mould layer are respectively arranged on the outer surfaces of concrete counterweight layer mouth-repairing sections of the two counterweight tubes; the ring-direction high-density polyurethane foam tiles are arranged at the periphery of the mouth-repairing anticorrosive coating; the thicknesses of the ring-direction high-density polyurethane foam tiles are smaller than those of the concrete counterweight layers by 30-50mm; and the high-density polyurethane foams are filled between the ring-direction high-density polyurethane foam tiles and the mould layer in a site casting mode, and are integrated with the ring-direction high-density polyurethane foam tiles and the mould layer to coat the outer side of the mouth-repairing anticorrosive coating. According to the technical scheme disclosed by the invention, the technical problems that open-cell polyurethane foams are cured prematurely, mould filling is incomplete and time for reaching strength required by laying is long during filling construction of the counterweight layer of the large-caliber submarine pipeline in the prior art are solved.

Description

technical field [0001] The invention relates to the technical field of submarine pipelines for transporting oil and gas on the seabed, in particular to a large-diameter submarine pipeline counterweight layer composite joint structure. Background technique [0002] Most of the subsea pipeline laying projects use high-density open-cell polyurethane technology to fill the interface of the concrete weight layer. After the anti-corrosion (insulation) filling construction of the submarine pipeline is completed, the galvanized iron sheet is coated on the joint of the concrete counterweight layer to form a closed cavity at the joint, and then injected with high-density open-cell polyurethane foam raw material, which is matured to meet the requirements. After the pipe laying strength is required, it will be laid in the sea. [0003] In the prior art, in the construction of a single-layer submarine pipeline, when the diameter of the submarine pipeline is relatively large and the thic...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): F16L55/16
CPCF16L55/16
Inventor 蒋林林韩文礼张红磊张彦军王伟
Owner BC P INC CHINA NAT PETROLEUM CORP
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