CN112554256A - Ditching device for laying submarine pipeline - Google Patents
Ditching device for laying submarine pipeline Download PDFInfo
- Publication number
- CN112554256A CN112554256A CN202011529238.5A CN202011529238A CN112554256A CN 112554256 A CN112554256 A CN 112554256A CN 202011529238 A CN202011529238 A CN 202011529238A CN 112554256 A CN112554256 A CN 112554256A
- Authority
- CN
- China
- Prior art keywords
- rod
- inner cylinder
- drill bit
- push
- pull rod
- 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.)
- Granted
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 32
- 239000004576 sand Substances 0.000 claims abstract description 5
- 239000013535 sea water Substances 0.000 claims abstract description 5
- 239000002689 soil Substances 0.000 claims abstract description 5
- 239000003638 chemical reducing agent Substances 0.000 claims description 9
- 238000005192 partition Methods 0.000 claims description 6
- 238000007789 sealing Methods 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 2
- 239000007921 spray Substances 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 8
- 150000001875 compounds Chemical group 0.000 abstract 1
- 238000005553 drilling Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 239000002131 composite material Substances 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 230000002401 inhibitory effect Effects 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
- 239000003129 oil well Substances 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/006—Dredgers or soil-shifting machines for special purposes adapted for working ground under water not otherwise provided for
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
- E02F5/04—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with digging screws
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L1/00—Laying or reclaiming pipes; Repairing or joining pipes on or under water
- F16L1/12—Laying or reclaiming pipes on or under water
- F16L1/16—Laying or reclaiming pipes on or under water on the bottom
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L1/00—Laying or reclaiming pipes; Repairing or joining pipes on or under water
- F16L1/12—Laying or reclaiming pipes on or under water
- F16L1/20—Accessories therefor, e.g. floats or weights
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Earth Drilling (AREA)
Abstract
The invention discloses a submarine pipeline laying furrow opener which is suitable for hard soil sand seabed ditching operation with the water depth of 500 meters. The device includes the drill bit, the sword tooth, the rotation axis, mechanical seal, the nozzle, the shell body, pole in the push-and-pull rod, the outer pole of push-and-pull rod, the dead lever, fixed fastener, the filter screen, the hose, the inner tube, the internal pump fixing base, the inlet tube, the outlet pipe, waterproof motor, components such as reduction gear, waterproof motor drive reduction gear, make it drive the rotation axis, sword tooth and drill bit are rotatory, adopt special top branching drill bit, the ability of breaking ground is stronger, push-and-pull rod control furrow opener operation angle and degree of depth, the sea water of internal pump suction is through the nozzle pressurization, the high pressure water can break up stereoplasm sand piece and reduce the ditching resistance, adopt machinery and hydraulic ram the compound form to carry. The invention has the advantages of good ditching effect, high working efficiency, stable working state, economy, safety and the like.
Description
Technical Field
The invention relates to a submarine pipeline laying furrow opener, which is suitable for hard soil sand seabed ditching operation with the water depth of 500 meters, and belongs to the technical field of ocean engineering equipment.
Background
The development of marine resources by mankind in the 21 st century is in a brand new stage, the development and construction scale of marine oil is becoming huge, and thus, the laying of submarine pipelines is increasing. Since 1985, the middle sea oil has been built into 47 oil and gas fields in different domestic sea areas, and the total amount of submarine pipeline laying is about 3200 km. With the continuous development of new oil fields, the total amount of laying medium-sea oil submarine pipelines will also increase greatly. The submarine pipeline is an oil and gas conveying tool for connecting an oil well with a platform and connecting the platform with a land storage and transportation facility. In order to prevent the submarine pipeline from being damaged, various protection schemes and measures can be adopted in engineering, and the most common construction procedure is to arrange a groove to bury the pipeline. The economic and effective engineering measure not only can prevent the pipeline from being unstable due to the action of water quality point power, but also has the effects of protecting the pipeline from mechanical damage, eliminating or reducing free span, inhibiting the uplift and buckling of the pipeline, increasing the thermal insulation effect of the pipeline and the like.
At present, the demand of ditching operation after laying new marine pipes in China is high, a ditcher is the most key machine for ditching and laying the submarine pipelines, but most of the domestic existing ditchers belong to products eliminated by foreign countries, a plurality of design defects exist, and the working capacity cannot meet the new development demand of the industry. The main problems are: the ditching device is poor in soil breaking effect, pipe ditches are quick in desilting after ditching, conventional ditching operation can be completed only by multiple times of construction, the ditching efficiency is low due to the multiple times of construction, and the difficulty of operation in a complex sea area is high.
Disclosure of Invention
In order to overcome the defects of low working efficiency and poor soil breaking effect of the ditcher in a complex sea area, the invention provides the submarine pipeline laying ditcher, which can dig a groove with the depth of 1m and the width of 0.6m, adopts a mechanical and hydraulic impact composite form, and greatly improves the working efficiency of the ditcher.
The technical scheme adopted by the invention is as follows: a submarine pipeline laying furrow opener mainly comprises a drill bit, cutter teeth, a rotating shaft, a mechanical sealing element, a nozzle, an outer shell, a push-pull rod inner rod, a push-pull rod outer rod, a fixed rod, a filter screen, a water inlet pipe, a fixed clamping piece, a hose, an inner tube, an inner pump fixed seat, an inner tube partition plate, a waterproof motor, a connecting component, a speed reducer and a water outlet pipe, wherein the furrow opener mainly comprises an inner tube, an outer shell, a drilling part and four power traction modules, the inner tube is welded with the outer shell, the upper surface of the outer shell is provided with the fixed rod and a hydraulic push-pull rod, two ends of the hydraulic push-pull rod are respectively connected with the outer shell and the fixed rod through fixed pins, the working angle and the working depth of a machine can be controlled, one end of the fixed rod is connected with the, the inner pump is welded on the inner cylinder through an inner pump fixing seat, the inner pump is provided with a water inlet pipe and a water outlet pipe, the water inlet pipe extends out from the rear side of the fixing rod and is parallel to the fixing rod and extends upwards for a certain distance, the water inlet pipe is fixed with the fixing rod through a fixing clamping piece and is connected with the turning point of the upper surface of the outer shell through a hose, the water inlet pipe can rotate along with the fixing rod within a small range, a filter screen is arranged at the inlet of the water inlet pipe, the water outlet pipe extends forwards to the front wall of the front cavity of the inner cylinder and is distributed in a semicircular shape, nozzles are uniformly arranged on the semicircular water outlet pipe, water discharged from the inner pump is pressurized through a one-way nozzle, partial obstacles can be removed through high-pressure water, a waterproof motor and a speed reducer in the front cavity of the inner cylinder are connected through a connecting component, Connecting rod, rake teeth are constituteed, and the sword tooth base passes through the screw fixation on the rotation axis, and the drill bit welding is at the rotation axis foremost, and mechanical seal is located rotation axis and inner tube front chamber junction to establish rubber seal water proof pad around mechanical seal, prevent that the sea water from getting into the inner tube and damaging waterproof motor.
Preferably, the drill bit is of a special structure, and the top of the drill bit is branched into three small drill bits;
preferably, the cutter teeth are regularly distributed on the rotating shaft and change in diameter from front to back, and the section of the connecting rod is in a regular rhombus shape in the axial direction;
preferably, the front and the back of the outer shell are in a gradually expanding mode, and a buffering edge is arranged at the front wall of the outer shell to reduce working resistance;
preferably, the nozzles are distributed along the circumferential direction at a certain angle to the axis, are aligned with the cutter teeth and the drill bit, and adopt one-way nozzles, when the machine does not operate, the one-way circulation valves in the nozzles are closed, so that the seawater is effectively prevented from flowing backwards;
the invention relates to a submarine pipeline laying furrow opener, which has the following beneficial effects:
(1) the special drill bit used by the furrow opener improves the crushing capacity of the furrow opener and greatly improves the excavation efficiency of the submarine pipeline;
(2) the drilling part adopts a mechanical and hydraulic impact composite form, can dig a groove with the depth of 0.8m and the width of 0.6m, has good ditching effect, adopts a multiple waterproof structure as a whole, ensures that the ditcher can safely and stably run in a severe marine environment, and greatly prolongs the service life of the machine.
Drawings
FIG. 1 is a semi-sectional schematic view of a submarine pipeline laying furrow opener of the present invention;
FIG. 2 is a cross-sectional side view of a subsea pipeline laying opener of the present invention;
FIG. 3 is a front view of a subsea conduit laying opener of the present invention;
FIG. 4 is a schematic view of a drilling portion of the pipe-laying furrow opener of the present invention;
in the figure: 1. a drill bit; 2. cutter teeth; 3. a rotating shaft; 4. a mechanical seal; 5. a nozzle; 6. an outer housing; 7. an inner rod of the push-pull rod; 8. a push-pull rod outer rod; 9. fixing the rod; 10. a filter screen; 11. a water inlet pipe; 12. fixing the clamping piece; 13. a hose; 14. an inner barrel; 15. an internal pump; 16. an inner pump fixing seat; 17. an inner cylinder partition plate; 18. a waterproof motor; 19. a connecting member; 20. a speed reducer; 21. a water outlet pipe;
Detailed Description
The invention will be further explained with reference to the drawings
As shown in the figure, the invention relates to a submarine pipeline laying furrow opener, which mainly comprises a drill bit 1, cutter teeth 2, a rotating shaft 3, a mechanical sealing element 4, a nozzle 5, an outer shell 6, a push-pull rod inner rod 7, a push-pull rod outer rod 8, a fixed rod 9, a filter screen 10, a water inlet pipe 11, a fixed clamping element 12, a hose 13, an inner cylinder 14, an inner pump 15, an inner pump fixing seat 16, an inner cylinder partition 17, a waterproof motor 18, a connecting member 19, a speed reducer 20 and a water outlet pipe 21, wherein the inner cylinder 14 is divided into a front independent sealed cavity and a rear independent sealed cavity by the inner cylinder partition 17, the inner pump 15 is welded on the rear cavity of the inner cylinder through the inner pump fixing seat 16, the water inlet pipe 11 of the inner pump extends out of the rear side of the fixed rod and upwards extends for a certain distance, the inlet of the water inlet pipe is provided with the filter screen 10 and, the waterproof motor 18 and the speed reducer 20 of the inner cylinder front cavity are connected through a connecting component 19 and clamped in the inner cylinder front cavity, a speed reducer rotor extends out of the front end of the inner cylinder and is in butt joint with a rotating shaft 3, a cutter tooth 2 and a drill bit 1 are driven by the rotating shaft 3 to rotate, a cutter tooth base is fixed with the rotating shaft through a screw by the cutter tooth 2, the drill bit 1 is welded at the foremost end of the rotating shaft, a mechanical sealing element 4 is located at the joint of the rotating shaft and the inner cylinder front cavity and prevents seawater from entering the inner cylinder to damage the waterproof motor, an inner cylinder 14 is welded with a shell body 6, the upper surface of the shell body 6 is provided with a fixed rod 9 and a push-pull rod, the push-pull rod is composed of a push-pull rod inner rod 7 and a push-pull rod outer rod 8 and is used for adjusting the.
The method for laying and ditching the pipeline on the hard sand seabed comprises the following steps:
the ditching device is checked before work, normal operation of a drilling part is guaranteed, overall tightness is checked, the ship body is driven to a specified ditching operation point, the fixed rod is fixed with the ship body, the ditching device is placed to the surface of the sea bed, a power supply is turned on to enable the inner pump and the waterproof motor to start working, the hydraulic push-pull rod is turned on to adjust the angle of the drill bit, the ditching device is downwards inclined to enable the ditching device to gradually go deep into the sea bed, after the drill bit reaches a preset depth, the ditching device is slowly adjusted to be in a horizontal state, and pipe laying grooves meeting the standard are excavated under the effects of fixed rod traction and hydraulic impact.
The drilling part of the invention adopts a mechanical and hydraulic jetting composite form, can dig a groove with the depth of 1m and the width of 0.6m, the special drill bit of the invention improves the crushing capacity of the furrow opener, greatly improves the excavation efficiency of submarine pipelines, has good ditching effect, the furrow opener integrally adopts a multiple waterproof structure, ensures that the furrow opener can stably run for a long time in severe marine environment, and has long service life.
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011529238.5A CN112554256B (en) | 2020-12-22 | 2020-12-22 | Submarine pipeline lays furrow opener |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011529238.5A CN112554256B (en) | 2020-12-22 | 2020-12-22 | Submarine pipeline lays furrow opener |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN112554256A true CN112554256A (en) | 2021-03-26 |
| CN112554256B CN112554256B (en) | 2024-08-27 |
Family
ID=75030841
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011529238.5A Active CN112554256B (en) | 2020-12-22 | 2020-12-22 | Submarine pipeline lays furrow opener |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112554256B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114435566A (en) * | 2022-03-14 | 2022-05-06 | 中国海洋大学 | A Transmedium Subsea Self-Drilling Vehicle |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB0610100D0 (en) * | 2006-05-22 | 2006-06-28 | Sills Nicholas V | Underwater trenching and excavation apparatus |
| AU2006200517A1 (en) * | 2005-02-07 | 2006-08-24 | Subtrench Pty Ltd | Trenching apparatus |
| GB201118496D0 (en) * | 2011-10-26 | 2011-12-07 | Ihc Engineering Business Ltd | Underwater trenching apparatus |
| CN104314127A (en) * | 2014-04-23 | 2015-01-28 | 中国石油大学(华东) | Submarine pipeline laying machine and hydraulic jetting combined rotating ditcher for 500-meter deep hardpan |
| CN105625297A (en) * | 2014-11-05 | 2016-06-01 | 黄河建工集团有限公司 | Construction technology of underground diaphragm wall |
| CN109736378A (en) * | 2019-02-26 | 2019-05-10 | 中国石油大学(华东) | A mechanical and hydraulic jet composite rotary opener for laying hard soil submarine pipelines |
| CN210482422U (en) * | 2019-09-04 | 2020-05-08 | 四川华胜农业股份有限公司 | A trenching device for laying seepage pipes |
| CN211340940U (en) * | 2020-05-08 | 2020-08-25 | 海南河道综合整治工程有限公司 | River channel dredging stone breaking device |
| CN214116751U (en) * | 2020-12-22 | 2021-09-03 | 西南石油大学 | An opener for laying submarine pipelines |
-
2020
- 2020-12-22 CN CN202011529238.5A patent/CN112554256B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU2006200517A1 (en) * | 2005-02-07 | 2006-08-24 | Subtrench Pty Ltd | Trenching apparatus |
| GB0610100D0 (en) * | 2006-05-22 | 2006-06-28 | Sills Nicholas V | Underwater trenching and excavation apparatus |
| GB201118496D0 (en) * | 2011-10-26 | 2011-12-07 | Ihc Engineering Business Ltd | Underwater trenching apparatus |
| CN104314127A (en) * | 2014-04-23 | 2015-01-28 | 中国石油大学(华东) | Submarine pipeline laying machine and hydraulic jetting combined rotating ditcher for 500-meter deep hardpan |
| CN105625297A (en) * | 2014-11-05 | 2016-06-01 | 黄河建工集团有限公司 | Construction technology of underground diaphragm wall |
| CN109736378A (en) * | 2019-02-26 | 2019-05-10 | 中国石油大学(华东) | A mechanical and hydraulic jet composite rotary opener for laying hard soil submarine pipelines |
| CN210482422U (en) * | 2019-09-04 | 2020-05-08 | 四川华胜农业股份有限公司 | A trenching device for laying seepage pipes |
| CN211340940U (en) * | 2020-05-08 | 2020-08-25 | 海南河道综合整治工程有限公司 | River channel dredging stone breaking device |
| CN214116751U (en) * | 2020-12-22 | 2021-09-03 | 西南石油大学 | An opener for laying submarine pipelines |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114435566A (en) * | 2022-03-14 | 2022-05-06 | 中国海洋大学 | A Transmedium Subsea Self-Drilling Vehicle |
| CN114435566B (en) * | 2022-03-14 | 2023-01-24 | 中国海洋大学 | A cross-media submarine self-drilling vehicle |
Also Published As
| Publication number | Publication date |
|---|---|
| CN112554256B (en) | 2024-08-27 |
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