CN201884805U - Wet type thermal insulation and weight counterbalance conveying pipeline for ocean engineering - Google Patents

Wet type thermal insulation and weight counterbalance conveying pipeline for ocean engineering Download PDF

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Publication number
CN201884805U
CN201884805U CN2010206773142U CN201020677314U CN201884805U CN 201884805 U CN201884805 U CN 201884805U CN 2010206773142 U CN2010206773142 U CN 2010206773142U CN 201020677314 U CN201020677314 U CN 201020677314U CN 201884805 U CN201884805 U CN 201884805U
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China
Prior art keywords
wet type
thermal insulation
layer
type composite
groove
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Expired - Lifetime
Application number
CN2010206773142U
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Chinese (zh)
Inventor
张晓灵
吴文通
李新仲
曹静
李清平
相政乐
蒋晓斌
杨加栋
杜宝银
孔瑞林
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China National Offshore Oil Corp CNOOC
CNOOC Energy Technology and Services Ltd
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China National Offshore Oil Corp CNOOC
CNOOC Energy Technology and Services Ltd
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Priority to CN2010206773142U priority Critical patent/CN201884805U/en
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Publication of CN201884805U publication Critical patent/CN201884805U/en
Anticipated expiration legal-status Critical
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Abstract

The utility model discloses a wet type thermal insulation and weight counterbalance conveying pipeline for ocean engineering, and a clinkered epoxy powder anti-corrosion layer, a wet type composite polyurethane elastomer thermal insulation layer and a concrete weight counterbalance layer are sequentially coated on the outer surface of a steel pipe body, wherein the wet type composite polyurethane elastomer thermal insulation layer is a polyurethane elastomer coating filled with hollow polymer micro-balls or hollow glass micro-balls, and the thickness of the wet type composite polyurethane elastomer thermal insulation layer is 30-150mm; and a groove is arranged on the outer surface of the thermal insulation layer along the circumferential direction, the width of the groove is 35-75mm, the depth of the groove is 5-10mm, and the axial spacing of the groove is 300-800mm. The compression strength is high, the water-proof capability is strong, the thermal insulation layer can be directly combined with the concrete weight counterbalance layer, an external protective layer does not need to be additionally arranged for providing protection, and the concrete weight counterbalance layer can be directly embedded in the groove on the surface of the wet type composite polyurethane elastomer thermal insulation layer, thereby having good anti-slippage performance and effectively avoiding the phenomena of displacement and slippage of the concrete weight counterbalance layer during the process of laying the pipeline.

Description

A kind of ocean engineering is incubated the counterweight conveyance conduit with wet type
Technical field
The utility model relates to the ocean engineering conveyance conduit, specifically, relates to a kind of ocean engineering with being incubated the counterweight conveyance conduit.
Background technique
At present, pipeline under the ocean usually adopts the outer structure that sets gradually anticorrosive coat, thermal insulation layer, external protection coating and concrete weighted coating of pipe in steel, and usually the degree of depth be 60 meters with interior diving zone use.Because what thermal insulation layer adopted in the said structure is rigid polyurethane foam, for obtaining comparatively desirable heat insulation effect, its density is generally 80~100kg/m 3, compressive strength 0.65~0.85Mpa.When the depth of water surpasses 60 meters, hydrostatic pressing can occur and be higher than the compressive strength of thermal insulating material own, the phenomenon that causes the thermal insulation layer foam structure to be crushed, thereby thermal conductivity raises, thermal insulation property reduces, and therefore, the monolayer heat-insulating pipe of said structure is not suitable for the depth of water to be used greater than 60 meters seabed.
In addition, if the hard polyurethane foams thermal insulation layer of said structure directly is exposed in the briny environment, form wet wadded jacket effect easily under hydraulic action, be embodied in the thermal insulation layer abscess into water that breaks, thermal conductivity raises rapidly, insulation failure.So the hard polyurethane foams thermal insulation layer of said structure can not directly contact with water, external protection coating must be set for it.
Simultaneously, because concrete weighted coating itself does not have waterproof action, so the hard polyurethane foams thermal insulation layer of said structure can not directly combine with concrete weighted coating, the external protection coating that band spirality cutting or rough surface need additionally be set combines with concrete.
The model utility content
To be solved in the utility model is seabed insulation counterweight conveyance conduit complex structure in the prior art, can only be applicable to 60 meters technical problems with interior diving zone, provide a kind of rational in infrastructure, make and simply, not to be with external protection coating, maximumly be suitable for a kind of ocean engineering that the depth of water can reach 3000m with wet type insulation counterweight conveyance conduit.
In order to solve the problems of the technologies described above, the utility model is achieved by following technological scheme:
A kind of ocean engineering is incubated the counterweight conveyance conduit with wet type, comprise the steel body, the outer surface of described steel body is coated with clinkery epoxy powder anticorrosive coat, wet type composite polyurethane elastic body heat preservation layer and concrete weighted coating successively, and described wet type composite polyurethane elastic body heat preservation layer is the polyurethane elastomer coating that is filled with hollow polymer microballon or hollow glass microbead.
The thickness of described wet type composite polyurethane elastic body heat preservation layer is 30~150mm.
Described wet type composite polyurethane elastic body heat preservation layer outer surface is arranged circumferentially fluted.
The width of described groove is 35~75mm, and the degree of depth is 5~10mm.
Spacing along pipeline axial between the described groove is 300~800mm.
The beneficial effects of the utility model are:
(1) wet type composite polyurethane elastic body heat preservation layer compressive strength height of the present utility model, waterproof ability are strong; can directly combine with concrete weighted coating; not needing additionally to be provided with external protection coating provides protection and combination, and structure is more reasonable, and preparation process is more simple.
(2) concrete weighted coating directly embeds the groove of wet type composite polyurethane elastic body heat preservation laminar surface, has good antiskid each other and moves performance, can effectively avoid displacement, the slip phenomenon of concrete weighted coating in the pipe laying process.
(3) the utility model is owing to adopt the structure of the polyurethane heat-insulation coating of hollow polymer microballon filling, and the suitable depth of water can reach 300m; And the pipeline of the polyurethane heat-insulation coating structure that the employing hollow glass microbead is filled, the suitable depth of water can reach 3000m, the influence of having avoided hydraulic action of success.
Description of drawings
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is the schematic cross section of Fig. 1.
Among the figure: 1: steel body, 2: clinkery epoxy powder anticorrosive coat, 3: wet type composite polyurethane elastic body heat preservation layer, 4: groove, 5: concrete weighted coating.
Embodiment
Below in conjunction with drawings and Examples the utility model is described in further detail:
As depicted in figs. 1 and 2, the utility model has disclosed a kind of ocean engineering and has been incubated the counterweight conveyance conduit with wet type, the steel body 1 that comprises innermost layer, the outer surface of steel body 1 are coated with clinkery epoxy powder anticorrosive coat 2, wet type composite polyurethane elastic body heat preservation layer 3 and concrete weighted coating 5 successively.Wherein, wet type composite polyurethane elastic body heat preservation layer 3 specifically has two kinds of forms, and a kind of is to be filled with the hollow polymer microballon in the polyurethane elastomer coating, and another kind is to be filled with hollow glass microbead in the polyurethane elastomer coating.Owing to be filled with bead particles in the foam structure of polyurethane elastomer, avoid the into water that breaks that causes owing to hydraulic pressure, guarantee the thermal conductivity of thermal insulation layer, thereby guaranteed the thermal insulation property of integrated piping.The polyurethane heat-insulation coating that adopts the hollow polymer microballon to fill, the suitable depth of water can reach 300m; The polyurethane heat-insulation coating that adopts hollow glass microbead to fill, the suitable depth of water can reach 3000m.
The thickness of wet type composite polyurethane elastic body heat preservation layer 3 is usually in 30~150mm scope.
As shown in Figure 1, wet type composite polyurethane elastic body heat preservation layer 3 outer surface have been arranged circumferentially some grooves 4, and the width of groove 4 is 35~75mm, and the degree of depth is 5~10mm, and the spacing along pipeline axial between the groove 4 is 300~800mm.
For example, in the present embodiment, the polyurethane elastomer coating that wet type composite polyurethane elastic body heat preservation layer 3 is filled for hollow glass microbead, thickness is 75mm.The width of wet type composite polyurethane elastic body heat preservation layer 3 surperficial set groove is 60mm, and the degree of depth is 8mm, and groove 4 spacings are 500mm.
Brief description method for prefabricating of the present utility model:
The steel body 1 that a. will be coated with clinkery epoxy powder anticorrosive coat 2 is put into the specialized mould of hollow, be provided with in the mould and be used for groove 4 shaped structures, polyurethane elastomer material with hollow polymer microballon or hollow glass microbead filling injects in the mould then, after polyurethane elastomer material solidifies certain hour, promptly form the wet type composite polyurethane elastic body heat preservation layer 3 that the surface has circumferential groove 4;
B. again by injection, fashion of extrusion or other feasible any-mode, outer surface coating concrete at the wet type composite polyurethane elastic body heat preservation layer 3 that has groove 4, thereby form the concrete weighted coating 5 that firmly bonds with described wet type composite polyurethane elastic body heat preservation layer 3, and finally form ocean engineering of the present utility model with wet type insulation counterweight conveyance conduit.
Below in conjunction with the accompanying drawings and embodiments the utility model is schematically described, this description does not have narrow limitation.Those skilled in the art will be understood that, in actual applications, other forms of concrete conversion may take place in the concrete constituted mode of the wet type composite polyurethane elastic body heat preservation layer 3 in the embodiment, concrete weighted coating 5 and combination each other as the case may be; And under enlightenment of the present utility model, other staff also may make the design similar to the utility model.Special needs to be pointed out is that only otherwise break away from design aim of the present utility model, all conspicuous changes and have the similar Design that is equal to replacement all should belong to protection domain of the present utility model.

Claims (5)

1. an ocean engineering is incubated the counterweight conveyance conduit with wet type, comprise the steel body, it is characterized in that, the outer surface of described steel body is coated with clinkery epoxy powder anticorrosive coat, wet type composite polyurethane elastic body heat preservation layer and concrete weighted coating successively, and described wet type composite polyurethane elastic body heat preservation layer is the polyurethane elastomer coating that is filled with hollow polymer microballon or hollow glass microbead.
2. a kind of ocean engineering according to claim 1 is characterized in that with wet type insulation counterweight conveyance conduit the thickness of described wet type composite polyurethane elastic body heat preservation layer is 30~150mm.
3. a kind of ocean engineering according to claim 1 is characterized in that with wet type insulation counterweight conveyance conduit described wet type composite polyurethane elastic body heat preservation layer outer surface is arranged circumferentially fluted.
4. a kind of ocean engineering according to claim 3 is characterized in that with wet type insulation counterweight conveyance conduit the width of described groove is 35~75mm, and the degree of depth is 5~10mm.
5. a kind of ocean engineering according to claim 3 is characterized in that with wet type insulation counterweight conveyance conduit the spacing along pipeline axial between the described groove is 300~800mm.
CN2010206773142U 2010-12-23 2010-12-23 Wet type thermal insulation and weight counterbalance conveying pipeline for ocean engineering Expired - Lifetime CN201884805U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010206773142U CN201884805U (en) 2010-12-23 2010-12-23 Wet type thermal insulation and weight counterbalance conveying pipeline for ocean engineering

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Application Number Priority Date Filing Date Title
CN2010206773142U CN201884805U (en) 2010-12-23 2010-12-23 Wet type thermal insulation and weight counterbalance conveying pipeline for ocean engineering

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CN201884805U true CN201884805U (en) 2011-06-29

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102434757A (en) * 2011-12-09 2012-05-02 中国海洋石油总公司 Sealed and waterproof seabed heat-preservation pipe
CN102518910A (en) * 2011-07-14 2012-06-27 大连美宸特科技有限公司 Pipeline with coating
RU2478866C1 (en) * 2011-10-27 2013-04-10 Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Национальный исследовательский университет "МЭИ" Heat-insulated pipe
RU2499946C1 (en) * 2012-11-02 2013-11-27 Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Национальный исследовательский университет "МЭИ" (ФГБОУ ВПО "НИУ "МЭИ") Method of pipelines and equipment heat-insulation
WO2014153664A1 (en) * 2013-03-28 2014-10-02 Shawcor Ltd. Method for providing features to a pipe surface

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102518910A (en) * 2011-07-14 2012-06-27 大连美宸特科技有限公司 Pipeline with coating
CN102518910B (en) * 2011-07-14 2015-09-30 大连美宸特环保节能产品有限公司 A kind of pipeline of coating
RU2478866C1 (en) * 2011-10-27 2013-04-10 Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Национальный исследовательский университет "МЭИ" Heat-insulated pipe
CN102434757A (en) * 2011-12-09 2012-05-02 中国海洋石油总公司 Sealed and waterproof seabed heat-preservation pipe
CN102434757B (en) * 2011-12-09 2013-05-15 中国海洋石油总公司 Sealed and waterproof seabed heat-preservation pipe
RU2499946C1 (en) * 2012-11-02 2013-11-27 Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Национальный исследовательский университет "МЭИ" (ФГБОУ ВПО "НИУ "МЭИ") Method of pipelines and equipment heat-insulation
WO2014153664A1 (en) * 2013-03-28 2014-10-02 Shawcor Ltd. Method for providing features to a pipe surface

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Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CP01 Change in the name or title of a patent holder

Address after: 100016 4705 mailbox, CNOOC building, 25 Chaoyangmen North Street, Dongcheng District, Beijing.

Co-patentee after: CNOOC Energy Development Co., Ltd.

Patentee after: China Offshore Oil Group Co., Ltd.

Address before: 100016 4705 mailbox, CNOOC building, 25 Chaoyangmen North Street, Dongcheng District, Beijing.

Co-patentee before: CNOOC Energy Development Co., Ltd.

Patentee before: China National Offshore Oil Corporation

CP01 Change in the name or title of a patent holder
CX01 Expiry of patent term

Granted publication date: 20110629

CX01 Expiry of patent term