CN202577409U - Mud sand-rushing device for maintaining submarine pipeline - Google Patents

Mud sand-rushing device for maintaining submarine pipeline Download PDF

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Publication number
CN202577409U
CN202577409U CN2012202138633U CN201220213863U CN202577409U CN 202577409 U CN202577409 U CN 202577409U CN 2012202138633 U CN2012202138633 U CN 2012202138633U CN 201220213863 U CN201220213863 U CN 201220213863U CN 202577409 U CN202577409 U CN 202577409U
Authority
CN
China
Prior art keywords
pipe
mud
supply pipe
towards
mud sand
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN2012202138633U
Other languages
Chinese (zh)
Inventor
李勇
王志强
孟昭凯
李恩清
王守成
周鲁川
钟鸣
高燕
王柏森
张泉城
赵立娟
周玉渝
李江伟
王高鹏
王延刚
王辉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Petroleum and Chemical Corp
Sinopec Shengli Oilfield Co Offshore Oil Extraction Plant
Original Assignee
China Petroleum and Chemical Corp
Sinopec Shengli Oilfield Co Offshore Oil Extraction Plant
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China Petroleum and Chemical Corp, Sinopec Shengli Oilfield Co Offshore Oil Extraction Plant filed Critical China Petroleum and Chemical Corp
Priority to CN2012202138633U priority Critical patent/CN202577409U/en
Application granted granted Critical
Publication of CN202577409U publication Critical patent/CN202577409U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model provides a mud sand-rushing device for maintaining a submarine pipeline, which can be used for rushing the mud sand when a submarine pipeline and a submarine cable pipeline are maintained, can effectively avoid the back settling, and can meet the construction requirement under the condition of large embedded depth. The device comprises a water supply pipe, wherein a gas supply pipe and the water supply pipe are fixed outside a mud discharge pipe; and the front end of the water supply pipe is provided with a nozzle assembly, the nozzle assembly is welded at the front of the mud discharge pipe, and the front end of the gas supply pipe penetrates through the nozzle assembly and is bent towards the inner of the mud discharge pipe. The gas supply pipe offers high-pressure gas, so that the mud sand is discharged to a far place through the mud discharge pipe, and the back silting can be avoided. The mud sand-rushing device is simple in structure and convenient to operate, a plurality of nozzles can be welded on the nozzle assembly, the mud sand-rushing device is high in rushing capability, the rushed mud sand can be discharged to the far place through the mud discharge pipe by the negative pressure generated by the high-pressure gas provided by the gas supply pipe, and the problem such as the back silting caused by rushed mud sand can be effectively solved. The large-embedded-depth pipeline can not be reburied by the rushed mud sand even if being rushed to remove the mud sand, so that the construction efficiency can be improved.

Description

The submarine pipeline maintenance is towards the silt particle device
Technical field
The utility model belongs to the underwater maintenance equipment of submarine pipeline, and particularly submarine pipeline maintenance is towards the silt particle device, dashes the silt particle operation when can be used for submarine pipeline, submarine cable pipeline maintenance, can effectively prevent to back-silt, and satisfies the construction requirement under the big buried depth situation.
Background technology
Embedding manner is all adopted in the laying of submarine cable pipeline at present, all need be towards the silt particle operation in the maintenance process in later stage.Currently dash silt particle operation, the mode that all adopts giant to fling for submarine pipeline.Use this kind mode towards the silt particle clearing of pipeline, low, the length consuming time of constructing of its efficiency of construction.Owing to just silt particle is washed open,,, can't do not satisfied the construction requirement under the big buried depth situation so can not prevent effectively to back-silt with silt particle suction displacement.
Summary of the invention
The purpose of the utility model provides submarine pipeline maintenance towards the silt particle device, solves towards the silt particle operation to back-silt and towards the problem of silt particle depth as shallow.Improve operating efficiency, satisfy pipeline under the big buried depth situation towards the construction requirement of silt particle.
The technical solution of the utility model is: the submarine pipeline maintenance comprises feed pipe towards the silt particle device, and air supply pipe and feed pipe all are fixed on the outside of mud pipe; The front end of feed pipe is an injector assembly, and injector assembly is welded on the front portion of mud pipe, and the front end of air supply pipe passes from injector assembly and bends towards in the mud pipe.Air supply pipe provides gases at high pressure, and silt particle is drained at a distance through mud pipe, avoids back-silting.
Compared with prior art; The utility model is simple in structure, easy to operate, has following useful effect, on injector assembly, can weld a plurality of nozzles; It is strong to wash away ability; The negative pressure that the silt particle of being washed open can be produced by the gases at high pressure that air supply pipe provides drains at a distance through mud pipe, efficiently solves the problem of back-silting towards silt particle.Even towards silt particle, the silt particle that its pipeline also can not be washed open is buried once more, has improved efficiency of construction, has tangible economic benefit to the pipeline of big buried depth.
Description of drawings
Fig. 1 is the front view of the utility model structural representation.
Fig. 2 is that A-A among Fig. 1 is to view.
Fig. 3 is that B among Fig. 1 is to view.
The specific embodiment
Below in conjunction with embodiment the utility model is done further detailed description.
Embodiment one
Referring to Fig. 1, Fig. 2 and Fig. 3, the submarine pipeline maintenance comprises feed pipe 1 towards the silt particle device, and air supply pipe 3 and feed pipe 1 all are fixed on the outside of mud pipe 2; The front end of feed pipe 1 is an injector assembly, and injector assembly is welded on the front portion of mud pipe 2, and the front end of air supply pipe 3 passes from injector assembly and bends towards in the mud pipe 2, and the front portion of mud pipe 2 just becomes soil-suction head 5.Injector assembly comprises nozzle 6 and collect cavity 4, and nozzle 6 is welded on the periphery of collect cavity 4 front end end faces.Nozzle 6 is provided with one at least, has indicated 4 among Fig. 3.The front end of mud pipe 2 welds protective cover 7, blocks the front end port of mud pipe 2, prevents the injury of negative pressure suction to submarine pipeline and cable.The rear end welding bend pipe and the adpting flange of feed pipe 1, convenience is connected with water supply line.
During work, high-pressure hydraulic pump connects feed pipe 1, and the collect cavity 4 that makes High-Pressure Water pass through injector assembly is sprayed by nozzle 6, breaks up mud.Air pump is connected with the rear end of air supply pipe 3 simultaneously, in mud pipe 2, squeezes into pressure-air, in pipeline, forms negative pressure, and mud, is avoided back-silting at a distance through mud pipe 2 suctions under water.
Embodiment two
Pipe and outer tube in mud pipe 2 in the present embodiment comprises; Air supply pipe 3 and feed pipe 1 all are fixed between the interior pipe and outer tube of mud pipe 2; The injector assembly of feed pipe 1 front end is welded on the outer wall of inner tube of mud pipe 2 front portions, and the front end of air supply pipe 3 passes from injector assembly and bends towards in the interior pipe of mud pipe 2.The interior pipe front portion of mud pipe 2 just becomes soil-suction head 5.The present embodiment good looking appearance is operated, uses identical with embodiment one.
In embodiment one and embodiment two, also be provided with hanger in the outside of mud pipe 2, be positioned at the outer upper and lower of body, be convenient to propose after the water operation and operation under the utility model.

Claims (7)

1. the submarine pipeline maintenance comprises feed pipe (1) towards the silt particle device, it is characterized in that air supply pipe (3) and feed pipe (1) all are fixed on the outside of mud pipe (2); The front end of feed pipe (1) is an injector assembly, and injector assembly is welded on the front portion of mud pipe (2), and the front end of air supply pipe (3) passes from injector assembly and bends towards in the mud pipe (2).
2. submarine pipeline maintenance according to claim 1 is characterized in that towards the silt particle device said injector assembly comprises nozzle (6) and collect cavity (4), and nozzle (6) is welded on the periphery of collect cavity (4) front end end face.
3. submarine pipeline maintenance according to claim 2 is characterized in that towards the silt particle device said nozzle (6) is provided with one at least.
4. submarine pipeline maintenance according to claim 1 is characterized in that towards the silt particle device, the front end welding protective cover (7) of said mud pipe (2).
5. submarine pipeline maintenance according to claim 1 is characterized in that towards the silt particle device, the rear end welding bend pipe and the adpting flange of said feed pipe (1).
6. submarine pipeline maintenance according to claim 1 is towards the silt particle device; It is characterized in that; Pipe and outer tube in mud pipe (2) comprises; Air supply pipe (3) and feed pipe (1) all are fixed between the interior pipe and outer tube of mud pipe (2), and the injector assembly of feed pipe (1) front end is welded on the anterior outer wall of inner tube of mud pipe (2), and the front end of air supply pipe (3) passes from injector assembly and bends towards in the interior pipe of mud pipe (2).
7. keep in repair towards the silt particle device according to claim 1 or 6 described submarine pipelines, it is characterized in that, also be provided with hanger in the outside of mud pipe (2).
CN2012202138633U 2012-05-14 2012-05-14 Mud sand-rushing device for maintaining submarine pipeline Expired - Fee Related CN202577409U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2012202138633U CN202577409U (en) 2012-05-14 2012-05-14 Mud sand-rushing device for maintaining submarine pipeline

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2012202138633U CN202577409U (en) 2012-05-14 2012-05-14 Mud sand-rushing device for maintaining submarine pipeline

Publications (1)

Publication Number Publication Date
CN202577409U true CN202577409U (en) 2012-12-05

Family

ID=47246838

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2012202138633U Expired - Fee Related CN202577409U (en) 2012-05-14 2012-05-14 Mud sand-rushing device for maintaining submarine pipeline

Country Status (1)

Country Link
CN (1) CN202577409U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106400805A (en) * 2016-09-06 2017-02-15 中交第航务工程局有限公司 Construction method for pile bottom hole cleaning of pile foundation construction

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106400805A (en) * 2016-09-06 2017-02-15 中交第航务工程局有限公司 Construction method for pile bottom hole cleaning of pile foundation construction

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C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20121205

Termination date: 20130514