CN101187211A - Dual function sea-bottom digger - Google Patents
Dual function sea-bottom digger Download PDFInfo
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- CN101187211A CN101187211A CNA2007101178196A CN200710117819A CN101187211A CN 101187211 A CN101187211 A CN 101187211A CN A2007101178196 A CNA2007101178196 A CN A2007101178196A CN 200710117819 A CN200710117819 A CN 200710117819A CN 101187211 A CN101187211 A CN 101187211A
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- seabed
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Abstract
The invention relates to a seabed excavator with dual functions, which is characterized in that the invention comprises a main framework and a slide body which is arranged on the lower portion of the two sides of the main framework, wherein the framework on the middle portion of the main framework is a water delivery main pipe which is constituted by hollow pipes, and the middle portion of the main framework is provided with a buoyancy and instrument barrel which is provided with an attitude comprehensive monitor system which is connected with a waterborne control chamber and comprises a conventional monitor device, a control circuit, and a sonar-receiving device. The front side and the rear side of the main framework are respectively provided with sonar, and the two sides of the buoyancy and instrument barrel are respectively provided with an axial flow pump which is driven by a motor, the main framework downside of the water delivery main pipe is connected with two rows of nozzles through a water delivery branch pipe, the motor and sonar of the axial flow pump are respectively connected with the control circuit through transmission cables. The invention can be extensively applied to seabed excavating and trench-digging and paving seabed pipelines, and maintenance process of pipelines.
Description
Technical field
The present invention relates to is a kind of seabed excavator, particularly can carry out seabed pipeline maintenance foundation excavation about a kind of, can carry out the seabed excavator with dual-use function that the seabed pipeline trench digging is buried underground again.
Background technology
In offshore oil and construction of natural gas fields engineering, for landwards or oil storage system carry oil gas, need lay a large amount of seabed pipelines in the seabed ditching, and disrepair phenomenons such as distortion, fracture and leakage in use can progressively appear in these pipelines, therefore in time, the pipeline that damages of maintenance and to lay new pipeline be important conveyance system in the marine oil and gas Development Engineering effectively.Before the submarine pipeline maintenance, need carry out foundation excavation to sea bed and make pipeline expose out, and around maintenace point, form the work plane of certain limit, therefore need to use special equipment---the seabed backactor of submarine pipeline maintenance foundation excavation.
In new pipelining process, also need earlier the seabed to be implemented to excavate trench digging, carry out piping laying then.For seabed excavation or ditching operation, what prior art generally adopted is that a water pump connects a nozzle, with single pressure water column the seabed is sprayed and dashes.This device is too simple and crude, and its operating efficiency is lower, positioning control performance under water extremely a little less than, the operation control performance is also relatively poor, comprehensive effect and performance can not adapt to the needs of current production.
Summary of the invention
At the problems referred to above, the purpose of this invention is to provide and a kind ofly can carry out seabed pipeline maintenance foundation excavation, can carry out the seabed excavator of the dual-use function that the seabed pipeline trench digging buries underground again.
For achieving the above object, the present invention takes following technical scheme: a kind of seabed excavator with dual-use function, it is characterized in that: it comprises: main frame and the skid body that is arranged on described main frame two side lower parts, the water delivery house steward that the framework at described main frame middle part is made up of hollow tube, the one buoyancy instrument tube of holding concurrently is set at described main frame middle part, and described buoyancy is held concurrently and is provided with the attitude comprehensive monitor system that comprises conventional monitoring arrangement, control circuit, sonar receiving system that is connected with water surface control room in the instrument tube; The forward and backward sonar that is respectively arranged with of described main frame, the hold concurrently both sides of instrument tube of described buoyancy, be respectively arranged with the axial-flow pump of a driven by motor, connect two row's nozzles by delivery pipe branch on the main frame below the described water delivery house steward, the motor of described axial-flow pump is connected described control circuit by transmission yarn respectively with sonar.
Install a skid ennation respectively additional at the two ends of described skid body, bow guide roller assembly and stern guide roller assembly are set respectively in the both sides, front-end and back-end of described main frame.
In the bottom of described bow, stern guide roller assembly one limit sensors and a pre-compressed spring assembly are set respectively.
Described two row's nozzles are the group's cloth nozzle that is positioned at same level height that is connected on the described delivery pipe branch.
The every row of described two row's nozzles is eight.
Described two row's nozzles increase progressively the staged nozzle assembly that protrudes out downwards for the nozzle height that is connected the relative front of nozzle height on the described delivery pipe branch, the back at interval is.
The nozzle quantity of described staged nozzle assembly is three.
Every pair of nozzle of described staged nozzle assembly is provided with inside relatively oblique angle.
The present invention is owing to take above technical scheme, it has following essential characteristics and tangible advantage: 1, the invention provides two kinds of operation operating modes, only need change spout, mounting or dismounting bow stern extension prying body and leading block assembly during the conversion operating mode and get final product, other capital equipments need not done any change.2, the present invention is when as foundation excavation, because the spout of group's cloth makes the excavation area that once forms big, spray smoothly towards effect, sprays unrestrictedly towards scope, sprays and regulates as required towards the degree of depth.3, the present invention is when as trench digging during pipe laying, uses the staged spout to guarantee the degree of depth of ditching, and spout has inside oblique angle, and the both sides jet flow is converged at bottom of trench, does not have dome in the middle of the groove, thereby makes groove shape perfect more.The present invention can be widely used in the seabed and excavate in the maintenance process of ditching and laying seabed pipeline and pipeline.
Description of drawings
Fig. 1 is that foundation excavation status architecture master of the present invention looks schematic diagram
Fig. 2 is the schematic top plan view of Fig. 1
Fig. 3 is the schematic side view of Fig. 1
Fig. 4 is that the present invention pipe laying status architecture master that ditches looks schematic diagram
Fig. 5 is the schematic top plan view of Fig. 4
Fig. 6 is the schematic side view of Fig. 4
The specific embodiment
Below in conjunction with drawings and Examples, the present invention is described in detail.
As Fig. 1～shown in Figure 3, present embodiment comprises a main frame 1 and is arranged on the skid body 2 of two side lower parts of main frame 1, the water delivery house steward 3 that the framework at main frame 1 middle part is made up of hollow tube (as being the frame part of order font among Fig. 2), the one buoyancy tube instrument tube 4 of holding concurrently is set above the water delivery house steward 3, and buoyancy tube is held concurrently and is provided with the attitude comprehensive monitor system that comprises conventional monitoring arrangement, control circuit, sonar receiving system etc. that is connected with water surface control room in the instrument tube 4.Respectively be provided with a sonar frame 5 at main frame 1 forward and backward two ends, a sonar 6 is set respectively on each sonar frame 5, sonar 6 is in order to position seabed pipeline.In the hold concurrently both sides of instrument tube 4 of buoyancy tube, be respectively arranged with the axial-flow pump 7 of a driven by motor, below by many delivery pipe branches 8 many group's cloth nozzles 9 that are positioned at same horizontal plane are set water delivery house steward 3, each water inlet end of group's cloth nozzle 9 links to each other with the delivery port of axial-flow pump 7 by delivery pipe branch 8, water delivery house steward 3, fuse by vertical pipeline section near group each delivery pipe branch of cloth nozzle 9 and and skid body 2 between be provided with the hound 10 that is used to strengthen steadiness.
In the foregoing description, axial-flow pump 7 is two high-power axial flow pumps, it can provide 7200 cubic metres/hour of flows for group's cloth nozzle 9, pressure is the spray bath of 0.8Kg, excavate the operation in seabed by spray bath post, group's cloth nozzle 9 has two groups 16 in the present embodiment (only as example, but be not limited thereto), being divided into two in long 6 meters, wide 1.5 meters scope arranges and puts, its spray bath post can form 3 meters * 6 meters excavation face to seafloor foundation when excavating the seabed, spray is smooth towards effect, spray unrestricted towards scope, the spray can regulate as required towards the degree of depth.
When the present invention keeps in repair seabed pipeline, the buried regions above the broken pipe need be dug up, make pipeline expose out, the basic process of operation is as follows:
1, excavator is hung the seabed keeped in repair pipeline above, this moment excavator near the seabed;
2, operating personnel,, adjust in the attitude and the position at the bottom excavator according to the data that two sonars 6 are gathered by the attitude comprehensive monitor system in water surface control room, make two row group's cloth nozzles 9 be seated in the top, position that needs excavation;
3, starter motor drives axial-flow pump 7 runnings, and at this moment seawater is entered by the import of axial-flow pump 7, enters group cloth nozzle 9 by water delivery house steward 3, and the water column of outflow sprays to the seabed and dashes, and excavates the operation of seafloor foundation.
According to the actual needs of maintenance, surface mother ship traction excavator moves horizontally, and excavator can be excavated the required excavation face of maintenance pipeline along pipeline.If one time cutting depth does not reach requirement, can be on the excavation face basis that for the first time spray is dashed, the degree of depth by adjusting excavator downwards back and forth spray dash once, till reaching the required degree of depth.
As Fig. 4, Fig. 5, shown in Figure 6, the difference of present embodiment and the foregoing description is: install skid ennation 11 respectively additional at main frame 1 skid body 2 two ends, at main frame 1 front end left and right two bow guide roller assemblies 12 are set, left and right two stern guide roller assemblies 13 are set in main frame 1 rear end, and the leading block assembly can be done the trace swing around its set bolt in the mounting seat upper end.In guide roller assembly 12,13 bottoms one limit sensors 14 and pre-compressed spring assembly 15 are set all, the effect of limit sensors 14 is swings of surveying guide roller assembly 12,13, thereby the indication pipeline is attached to the excavator beyond, pre-compressed spring assembly 15 is to 12,13 1 prestressing force of guide roller assembly, when pipeline is attached to power on the roll wheel assembly greater than prestressing force, guide roller assembly 12,13 is swung laterally, and limit sensors 14 will produce signal allows the operator know.In the bottom of delivery pipe branch 8 the staged nozzle assembly 16 of replacing group's cloth nozzle 9 is set, the water inlet end of staged nozzle assembly 16 links to each other with the delivery port of axial-flow pump 7 by delivery pipe branch 8, water delivery house steward 3.
In the foregoing description, as shown in Figure 4, staged nozzle assembly 16 has six nozzles (only as example, but being not limited thereto), two rows and be divided into three couples in proper order by front and back about being divided into, stepped setting, every row's nozzle is connected and fixed by seven flanges and delivery pipe branch 8, but wherein leads to three flange water flowings of nozzle, and all the other four flanges are not water flowing of blind flange, only play a supportive role, delivery pipe branch 8 top a pair of arms are also used the blind flange shutoff in addition.Staged nozzle assembly 16 the most last to the basal plane of nozzle near excavator, second pair of nozzle is the most last relatively to stretching 0.5 meter under the nozzle, and the 3rd pair of relative second pair of nozzle of nozzle stretched 0.5 meter down again.Therefore the effective range that six of staged nozzle assembly 16 nozzles dash the seabed spray during operation can once excavate out 1.5 meters～2 meters dark pipe laying grooves in the seabed for apart from 0.5 meter～0.7 meter at nozzle.
Every pair of nozzle of staged nozzle assembly 16 is provided with inside relatively oblique angle among the present invention, and the both sides jet flow is converged at bottom of trench, makes the groove centre not have dome, thereby makes groove shape perfect more.The present invention simultaneously reaches the state of seabed when following with the 3rd pair of nozzle of staged nozzle assembly 16, is set to the state that lands (promptly contacting the seabed state) of skid body 2, to guarantee excavator held stationary state when pipeline moves.
Ditching operation process when the present invention is used for piping laying is as follows:
1, excavator is hung the top of carrying out the piping laying position to the seabed;
2, operating personnel pass through the attitude comprehensive monitor system in water surface control room, demonstration situation according to two sonars 6, excavator is controlled in the attitude and the position at the bottom, the two staged nozzle assemblies of putting 16 of arranging straddle in the pipeline both sides about making, and make the bow of two left and right settings, the both sides that stern guide roller assembly 12,13 also straddles seabed pipeline respectively simultaneously;
3, control starter motor, drive axial flow pump 6 runnings, seawater is sucked by the import of axial flow pump 7, enter each nozzle of each staged nozzle assembly 16 through water delivery house steward 3, delivery pipe branch 8, spray is dashed to the seabed, and three pairs of nozzles have passs dark spray towards effect, along with going deep into of ditching operation, the 3rd pair of jet hole of staged nozzle assembly 16 can progressively reach below the sea bottom surface, makes the skid body 2 of excavator be the state of landing (promptly contacting the seabed state) gradually.
4, constantly spray in ditching at staged nozzle assembly 16 to the seabed, slow mobile water surface working mother boat, the traction excavator moves along the position of pipe alley, the state that lands that keeps skid body 2 simultaneously, the then ditching degree of depth can guarantee, and adjust the direction of travel of excavator at any time according to the indication of limit sensors 14.
5, the pipeline that need bury underground relies on deadweight progressively to sink to bottom of trench, and back-silting by the seabed buries pipeline again.
The present invention has group cloth nozzle 9 and staged nozzle assembly 16 simultaneously, can carry out seafloor foundation excavation and two kinds of operations of ditching respectively, when conversion operation operating mode, only need change group cloth nozzle 9 and staged nozzle assembly 16, and mounting or dismounting skid ennation 9 and leading block assembly 12,13 etc. get final product, and other critical piece need not done any change.
Claims (9)
1. seabed excavator with dual-use function, it is characterized in that: it comprises: main frame and the skid body that is arranged on described main frame two side lower parts, the water delivery house steward that the framework at described main frame middle part is made up of hollow tube, the one buoyancy instrument tube of holding concurrently is set at described main frame middle part, and described buoyancy is held concurrently and is provided with the attitude comprehensive monitor system that comprises conventional monitoring arrangement, control circuit, sonar receiving system that is connected with water surface control room in the instrument tube; The forward and backward sonar that is respectively arranged with of described main frame, the hold concurrently both sides of instrument tube of described buoyancy, be respectively arranged with the axial-flow pump of a driven by motor, connect two row's nozzles by delivery pipe branch on the main frame below the described water delivery house steward, the motor of described axial-flow pump is connected described control circuit by transmission yarn respectively with sonar.
2. a kind of seabed excavator as claimed in claim 1 with dual-use function, it is characterized in that: install a skid ennation respectively additional at the two ends of described skid body, bow guide roller assembly and stern guide roller assembly are set respectively in the both sides, front-end and back-end of described main frame.
3. a kind of seabed excavator with dual-use function as claimed in claim 2 is characterized in that: in the bottom of described bow, stern guide roller assembly one limit sensors and a pre-compressed spring assembly are set respectively.
4. a kind of seabed excavator with dual-use function as claimed in claim 1 is characterized in that: described two row's nozzles are the group's cloth nozzle that is positioned at same level height that is connected on the described delivery pipe branch.
5. a kind of seabed excavator with dual-use function as claimed in claim 4 is characterized in that: the every row of described two row's nozzles is eight.
6. a kind of seabed excavator with dual-use function as claimed in claim 1 or 2 is characterized in that: described two row's nozzles increase progressively the staged nozzle assembly that protrudes out downwards for the nozzle height that is connected the relative front of nozzle height on the described delivery pipe branch, the back at interval is.
7. a kind of seabed excavator with dual-use function as claimed in claim 6, it is characterized in that: the nozzle quantity of described staged nozzle assembly is three.
8. a kind of seabed excavator with dual-use function as claimed in claim 6, it is characterized in that: every pair of nozzle of described staged nozzle assembly is provided with inside relatively oblique angle.
9. a kind of seabed excavator with dual-use function as claimed in claim 7, it is characterized in that: every pair of nozzle of described staged nozzle assembly is provided with inside relatively oblique angle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2007101178196A CN101187211B (en) | 2007-06-25 | 2007-06-25 | Dual function sea-bottom digger |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2007101178196A CN101187211B (en) | 2007-06-25 | 2007-06-25 | Dual function sea-bottom digger |
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| Publication Number | Publication Date |
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| CN101187211A true CN101187211A (en) | 2008-05-28 |
| CN101187211B CN101187211B (en) | 2010-09-22 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2007101178196A Active CN101187211B (en) | 2007-06-25 | 2007-06-25 | Dual function sea-bottom digger |
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Cited By (10)
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| CN103758166A (en) * | 2014-02-24 | 2014-04-30 | 上海交通大学 | Ditcher jet propulsion position control system |
| CN103775724A (en) * | 2014-02-24 | 2014-05-07 | 上海交通大学 | Flow control valve for direction control device of deepwater non-contact type trencher |
| CN104179211A (en) * | 2014-08-27 | 2014-12-03 | 张家港市海工船舶机械制造有限公司 | Seabed ditching device |
| CN104503060A (en) * | 2014-12-30 | 2015-04-08 | 中英海底系统有限公司 | Vibration and jet flow combined underwater robot for optical cable burying |
| WO2015071637A3 (en) * | 2013-11-18 | 2015-07-09 | W N Wilson Michael | Method and apparatus for performing burial assessment surveys |
| CN105317061A (en) * | 2014-07-14 | 2016-02-10 | 南宁市锋威科技有限公司 | Long-span cableway suspension vehicle-mounted movable multi-machine combined traction excavating system |
| US9422690B2 (en) | 2012-11-30 | 2016-08-23 | Michael W. N. Wilson | Method and apparatus for performing burial assessment surveys |
| CN106786228A (en) * | 2016-12-03 | 2017-05-31 | 江苏华西村海洋工程服务有限公司 | Ocean bottom cable repairing device |
| CN107304678A (en) * | 2016-04-24 | 2017-10-31 | 熵零技术逻辑工程院集团股份有限公司 | A kind of method for digging |
| US10323383B2 (en) | 2012-11-30 | 2019-06-18 | Oceaneering International, Inc. | Seabed plow capable of over-the-stern release and retrieval in any of boulder clearing, trenching and backfill configurations |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| JP3476034B2 (en) * | 1995-01-06 | 2003-12-10 | 関西電力株式会社 | Cable burying method and cable burying machine |
| CN1039442C (en) * | 1995-01-25 | 1998-08-05 | 胜利石油管理局油建一公司 | Barge-loading type seabeach pipeline excavator |
| CN2387152Y (en) * | 1999-09-14 | 2000-07-12 | 孙正贤 | Digging machine |
| CN2628590Y (en) * | 2003-08-05 | 2004-07-28 | 天津市塘沽区海洋船舶工程服务有限公司 | Submersible jet-flow spouting dredger |
| CN201074339Y (en) * | 2007-06-25 | 2008-06-18 | 中国海洋石油总公司 | Dual-functional seabed digger |
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Cited By (14)
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| US10323383B2 (en) | 2012-11-30 | 2019-06-18 | Oceaneering International, Inc. | Seabed plow capable of over-the-stern release and retrieval in any of boulder clearing, trenching and backfill configurations |
| US9422690B2 (en) | 2012-11-30 | 2016-08-23 | Michael W. N. Wilson | Method and apparatus for performing burial assessment surveys |
| US10519624B2 (en) | 2012-11-30 | 2019-12-31 | Oceaneering International, Inc. | Seabed backfill plow and method |
| WO2015071637A3 (en) * | 2013-11-18 | 2015-07-09 | W N Wilson Michael | Method and apparatus for performing burial assessment surveys |
| CN103775724A (en) * | 2014-02-24 | 2014-05-07 | 上海交通大学 | Flow control valve for direction control device of deepwater non-contact type trencher |
| CN103758166A (en) * | 2014-02-24 | 2014-04-30 | 上海交通大学 | Ditcher jet propulsion position control system |
| CN103758166B (en) * | 2014-02-24 | 2016-05-25 | 上海交通大学 | Ditcher jet propulsion control position system |
| CN105317061A (en) * | 2014-07-14 | 2016-02-10 | 南宁市锋威科技有限公司 | Long-span cableway suspension vehicle-mounted movable multi-machine combined traction excavating system |
| CN104179211A (en) * | 2014-08-27 | 2014-12-03 | 张家港市海工船舶机械制造有限公司 | Seabed ditching device |
| CN104179211B (en) * | 2014-08-27 | 2016-08-24 | 张家港市海工船舶机械制造有限公司 | A kind of seabed ditching device |
| CN104503060A (en) * | 2014-12-30 | 2015-04-08 | 中英海底系统有限公司 | Vibration and jet flow combined underwater robot for optical cable burying |
| CN104503060B (en) * | 2014-12-30 | 2017-10-20 | 中英海底系统有限公司 | The optical cable of vibration jet synergy buries underwater robot |
| CN107304678A (en) * | 2016-04-24 | 2017-10-31 | 熵零技术逻辑工程院集团股份有限公司 | A kind of method for digging |
| CN106786228A (en) * | 2016-12-03 | 2017-05-31 | 江苏华西村海洋工程服务有限公司 | Ocean bottom cable repairing device |
Also Published As
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|---|---|
| CN101187211B (en) | 2010-09-22 |
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Address after: 100010 Chaoyangmen North Street, Dongcheng District, Dongcheng District, Beijing Co-patentee after: Offshore Oil Engineering Co., Ltd. Patentee after: China Offshore Oil Group Co., Ltd. Co-patentee after: Shanghai Jiao Tong University Co-patentee after: Shanghai Jiaotong University Haike (Group) Co., Ltd. Address before: 100010 Chaoyangmen North Street, Dongcheng District, Dongcheng District, Beijing Co-patentee before: Offshore Oil Engineering Co., Ltd. Patentee before: China National Offshore Oil Corporation Co-patentee before: Shanghai Jiao Tong University Co-patentee before: Shanghai Jiaotong University Haike (Group) Co., Ltd. |