CN105757340A - Deep-water quick J-type laying system - Google Patents

Deep-water quick J-type laying system Download PDF

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Publication number
CN105757340A
CN105757340A CN201610202507.4A CN201610202507A CN105757340A CN 105757340 A CN105757340 A CN 105757340A CN 201610202507 A CN201610202507 A CN 201610202507A CN 105757340 A CN105757340 A CN 105757340A
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China
Prior art keywords
laying
elevator
tower
connecting plates
pipeline section
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CN201610202507.4A
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CN105757340B (en
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康庄
翟云贺
孙丽萍
张殿航
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Harbin Hangfeng Technology Development Co ltd
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Harbin Engineering University
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    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L1/00Laying or reclaiming pipes; Repairing or joining pipes on or under water
    • F16L1/12Laying or reclaiming pipes on or under water
    • F16L1/16Laying or reclaiming pipes on or under water on the bottom
    • F16L1/18Laying or reclaiming pipes on or under water on the bottom the pipes being S- or J-shaped and under tension during laying
    • F16L1/19Laying or reclaiming pipes on or under water on the bottom the pipes being S- or J-shaped and under tension during laying the pipes being J-shaped

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Earth Drilling (AREA)

Abstract

The invention provides a deep-water quick J-type laying system, comprising a laying column, a laying column angle adjusting system, a J-type laying segment conveying system, and J-type laying related equipment. The laying column angle adjusting system mainly comprises an A-shaped frame, an angle adjuster and a hydraulic cylinder, the J-type laying segment conveying system comprises a horizontal conveying system, a loading arm, a rotating arm and an elevator; the J-type laying related equipment generally comprises a centering unit, a welding station and a moving platform. It is possible to provide a 1*4 node (one 4-node segment is laid on the laying tower, and each 4-node segment is 48.8 m in length) laying mode at the premise of controlled height of the laying tower, and by optimizing equipment structure and layout, the laying speed is 80.2% higher than typical J-lay speed of 1.5 km/d and laying cost is reduced.

Description

A kind of deep water quick paving system of J type
Technical field
The present invention relates to a kind of paving system, particularly relate to a kind of deep water quick paving system of J type, be applied to deep water and the laying of ultra-deep-water submarine pipeline and standpipe.
Background technology
In the past few decades, deep water laying-out tube process technology is to make us the development of unthinkable speed, it now is possible to the deep development petroleum resources of more than 10000 feet, but this is not also the limit.World ocean oil is constantly to deep-water developments, and the technology that deep underwater pipes is laid requires also more and more higher.The high speed development of world ocean petroleum industry has promoted the fast development of deep water pipe-laying technique, has also driven the fast development that lifting pipe laying vessel is equipped.At present in deepwater projects, the laying method of pipeline mainly has three kinds: S type to lay, reel is laid and J type is laid.It is a kind of novel lay method that J type is laid, and by laying tower when standpipe is transferred, leaves pipe laying barge with near normal state, transfers to seabed, and after end arrives subsea wellheads, standpipe configuration presents J type.J type is laid and is ensured that pipeline is in process of deployment, more press close to " nature " state, stress state maintains better, the laying tension force needed is less, therefore bottom tension is also relatively small, decreases the free span of pipeline, and the close together of touchdown point and pipe laying barge, it is easy to dynamic positioning, less by external influence.At present, particularly in (depth of water is more than 1500m) in ultra-deep-water project in deep water engineering project, J type laying-out tube process, according to the advantage of self, is widely used in practical engineering project.
Although the security performance that improve standpipe decentralization process laid by J type, but exists and lay inefficient problem.Owing to standpipe needs laying work such as completing welding-Non-Destructive Testing-coating-transfer on tower in J type process of deployment, and these flow processs cannot be synchronously performed, and by restrictions such as number of devices, speed laid by typical case's J type is 1-1.5 km/sky, causes that standpipe mounting cost is higher.
In sum, research by the reference to external advanced J type laying technology and the key technology to comparatively ripe J type laying project, consider some difficult problems in current pipe laying process, a kind of deep water quick paving system of J type of design herein, both there is higher laying ability, the installation of some key equipments can be completed again, improve the feasibility that J type is laid.
Summary of the invention
The invention aims to complete the laying of 4 node pipelines and large-scale angular adjustment, the installation of some key equipments can be realized simultaneously, such as duct end (PLET, PLEM), improve feasibility that J type lays and a kind of deep water quick paving system of J type is provided.
nullThe object of the present invention is achieved like this: includes laying tower、Lay tower angular adjustment system、Pipe neck formula clamping system、Pipeline section transmits system and lays relevant device,Described J type tower is hingedly mounted in deck in ship structure,The both sides in J type tower centre position are respectively arranged with angle demodulator and connect axle,Described J type tower angular adjustment part has two sets and often overlaps the A cabinet frame all including being arranged in deck in ship structure、Cylinder main body structure with A cabinet frame upper end thereof、It is symmetrically mounted on two hydraulic regulators at cylinder main body structure two ends、The intermediate plate being simultaneously connected with two hydraulic regulator outfans、It is uniformly arranged on intermediate plate two hydraulic pressure clips and is hingedly mounted on the angle demodulator on the angle demodulator connection axle of correspondence,The end of described angle demodulator is provided with the hole clipping of string and hydraulic pressure hooking engagement,Pipeline section transmits system and includes horizontal transmission system、Loading arm,Described horizontal transmission system is arranged in deck in ship structure,Loading arm is hingedly mounted in deck in ship structure,Loading arm top is evenly arranged with at least three fixture,Each fixture is connected with loading arm by linking rotating shaft,Loading arm is additionally provided with hanger,Lay relevant device and include centralizer、Welding station and mobile platform,It is characterized in that: described pipeline section transmits system and also includes cursor,Described cursor includes being arranged on the upper mounted plate laid on tower and bottom plate,The upper and lower surfaces of the end of upper mounted plate are respectively mounted a connecting plate and No. two connecting plates,The upper and lower surfaces of the end of bottom plate are separately installed with No. three connecting plates and No. four connecting plates,No. two connecting plates of one end traverse of No. two connection rotating shafts、Upper mounted plate and a connecting plate are also connected with a connecting plate and No. two connecting plates,The other end No. three connecting plates of traverse of No. two connection rotating shafts、Bottom plate and No. four connecting plates are also connected with No. three connecting plates and No. four connecting plates,One end of a number connection rotating shaft is passed the end of a connecting plate and No. two connecting plates and is connected with it,The other end of a number connection rotating shaft passes the end of No. three connecting plates and No. four connecting plates and is connected with it,A number connection rotating shaft on number is fixed with bracing frame,The lateral symmetry of bracing frame is provided with a hydraulic cylinder and No. two hydraulic cylinders,The end of bracing frame is hinged with cursor clip,Cursor clip includes two clips in left and right,The outfan of a number hydraulic cylinder and No. two hydraulic cylinders is hinged with corresponding clip respectively;Described pipe neck formula clamping system includes elevator and outside winch, described elevator includes being arranged on two elevator hangers, elevator hydraulic cylinder and the elevator that two slide blocks in two one slide rails laid inside tower are connected with outside winch and shapes gripper jaw, two elevator hangers are connected with two corresponding slide blocks respectively, elevator sizing gripper jaw is arranged between two slide blocks, the end of elevator sizing gripper jaw is provided with and the pipe tie clip tool treating that pipe laying Lu Guanling coordinates, and elevator sizing gripper jaw is provided with the elevator hydraulic cylinder controlling the tool folding of pipe tie clip.
Compared with prior art, the invention has the beneficial effects as follows: (1) improves pipe laying speed.Before pipeline welding, centering and preheating about need 2 minutes, and the pipeline welding time about needs 12 minutes, and Non-Destructive Testing about needs 5 minutes, and application about needs 3 minutes, and elevator lowering velocity is about 12.2m/min.Therefore three designed node pipe laying system theories laying speed are:
24 × 60 ÷ { (2+12+5+3)+(12.2 × 4 ÷ 12.2) } × 12.2 × 4=2702.8m/d
Compare typical case's J type and lay speed 1.5km/d improved efficiency 80.2%.
(2) paving mode of 1 × 4 node (having 1 section of 4 node pipe to be on laying tower to carry out laying operation, every section of 4 long 48.8m of node pipeline) can be completed.Use elevator to substitute stretcher with winch, mainly have 3 advantages (1) to improve pipeline lowering velocity, accelerate to lay efficiency.Stretcher operation principle is that pipeline external surface is applied suitable pressure, utilizes frictional force balancing gravity, and lowering velocity can not be too fast.Elevator is utilize to weld pipe neck in advance outside pipeline section tip section with winch operation principle more, gripper jaw of shaping in elevator is tightly mutually embedding with pipe neck under the help of hydraulic press, pipeline section evagination pipe neck cross section balance pipeline section gravity, lowering velocity faster than stretcher (2) uses stretcher, during upper pipe, end of line height necessarily be greater than stretcher tip height, in order to improve efficiency, lay tower and be necessarily designed to 2 × 4 joint forms, so being left out all the other device height, laying Deethanizer design height and being at least 96m (12 × 2 × 4=96).But use elevator, does not limit end of line height, it may be achieved pipe mode on 1 × 4 node, designed laying tower height degree is 52m, height reduction more than 45%, alleviates laying tower weight amount simultaneously.(3) pipeline section cross section must be applied pressure by stretcher, it is possible to producing circumferential deformation, pipeline section outer surface is not then applied any pressure by elevator and winch, improves operational security.
(3) design of tube feeding device, decreases the operation that in pipe process, some are unnecessary, and the transmission making pipeline section is simple.Cursor coordinates with loading arm, it is ensured that pipeline precisely enters and transfers path.Relatively big owing to loading 4 node pipeline section quality, it is rotatably connected in rotary course stress for reducing, it is ensured that safety work, changes loading arm and cursor combining form, become loading arm and provide only vertical plane motion, cursor provides only horizontal plane motion.
(4) compared to U.S.'s Pub.No:US2008/0118311A1 patent, installing, operating process there are 2 advantages: in (a) United States Patent (USP), pipeline first passes through loading arm and rises to laying tower middle level, clamp pipeline with rear line elevator and winched to laying tower top layer, and pipeline is directly promoted to installation tower top layer by loading arm in the present invention, eliminate this loaded down with trivial details step of pipeline elevator, the transmission making pipeline section is simple, minimizing equipment uses, alleviate weight, improve work efficiency.B in () United States Patent (USP), pipeline rises to installation tower upper strata, pipeline fixed by three fixed clamps on upper strata subsequently, then three the movable clamps installing tower lower floor move to installation tower upper strata by slide rail, movable clamp is clamped pipeline fixed clamp subsequently and is unclamped pipeline, and last movable pipeline moves to installation tower lower floor thus completing the conveying of pipeline.
(5) increase the prefabricated work of terrestrial pipeline, reduce offshore pipeline welding job, improve and lay efficiency, save expense.Welder and the cannot-harm-detection device are arranged in same working position, if welding detection is off quality, can process in time, reduce unnecessary operation, it is to avoid efficiency is laid in impact.Pipeline welding, detection and coating procedure, position is not moved, it is ensured that installation quality meets index.
(6) can realize laying tower angle to regulate smoothly between 70 ° to 110 °, it is possible to meet the laying requirement of different water depth and caliber, reduce the stress on pipeline section top, it is ensured that being smoothed out of pipelaying work.Suspension platform is increased, it is achieved the installation of the key equipments such as PLET, PLEM, it is ensured that while laying operational security, also improve laying efficiency laying tower bottom.By regulate lay tower angle, stretcher applies power and coordinates the lower pipe speed controlling pipeline and form under water with ship power, keep pipeline stability, reduce bending stress and deform to prevent unstability or to destroy.
Accompanying drawing explanation
Fig. 1 is that J type paving system faces structural representation;
Fig. 2 is J type paving system side-looking structural representation;
Fig. 3 is that loading arm hydraulically operated fixture faces structural representation;
Fig. 4 is the structural representation one of cursor;
Fig. 5 is the structural representation two of cursor;
Fig. 6 is an up machine and faces structural representation;
Fig. 7 is that A cabinet frame faces structural representation;
Fig. 8 is that angle demodulator faces structural representation;
Fig. 9 is angle demodulator plan structure schematic diagram;
Figure 10 is that hydraulic cylinder faces structural representation;
Figure 11 is hydraulic cylinder plan structure schematic diagram.
In figure: lay tower 1, A cabinet frame 2, angle demodulator 3, hydraulic cylinder 4, flat pass and send system 5, loading arm 6, cursor 7, elevator 8, welding station 9, mobile platform 10, angle demodulator connects axle 11, cursor clip 12, a number cursor hydraulic cylinder 13, No. two cursor hydraulic cylinders 14, gripper shoe 15, a number connection rotating shaft 16, No. two connection rotating shafts 17, a number connecting plate 18, No. two connecting plates 19, No. three connecting plates 20, connecting plate No. four 21, upper mounted plate 22, bottom plate 23, elevator hanger 24, sizing gripper jaw 25, elevator hydraulic press 26, pipe neck 27, steel tank 28.
Detailed description of the invention
Below in conjunction with accompanying drawing and detailed description of the invention, the present invention is described in further detail.
In conjunction with Fig. 1 to Figure 11, this J type paving system mainly includes laying tower 1, A cabinet frame 2, angle demodulator 3, hydraulic cylinder 4, flat pass and send system 5, loading arm 6, cursor 7, elevator 8, welding station 9, mobile platform 10, angle demodulator connects axle 11, cursor clip 12, a number cursor hydraulic cylinder 13, No. two cursor hydraulic cylinders 14, gripper shoe 15, a number connection rotating shaft 16, No. two connection rotating shafts 17, a number connecting plate 18, No. two connecting plates 19, No. three connecting plates 20, connecting plate No. four 21, upper mounted plate 22, bottom plate 23, elevator hanger 24, sizing gripper jaw 25, elevator hydraulic press 26, pipe neck 27, steel tank 28.
This system is laid tower 1 Main Function be used to fixing and support J type laying relevant device and pipeline section to be laid.
Before pipeline section starts to lay, it is possible to according to different sea situations, the requirement laying pipeline section curvature by regulating the angle laying tower 1 to meet, and then reduce the stress laying pipeline section top, it is ensured that being smoothed out of pipelaying work.During angular adjustment, under the support of A cabinet frame 2, change the hole clipping of hydraulic pressure clip clamping, realize the movable of angle demodulator 3, while angle demodulator shifting 3 is dynamic, top relatively rotates with A cabinet frame 2 junction with the junction being connected axle 11 on laying tower 1 and hydraulic cylinder 4, and then changes the relative angle laying tower 1.
J type is laid required pipeline section and is first processed on land, then passes through cargo ship and is transported near pipe laying barge, the crane on pipe laying barge the pipeline section processed is winched to pipeline section storage area.In pipeline section process of deployment, by the loop wheel machine on pipe laying barge, pipeline section to be laid is hoisted to horizontal transmission system 5, now loading arm 6 is in level, and the horizontal roller of hydraulically operated fixture thereon and horizontal transmission system is on same level line, horizontal roller pipeline section to be laid delivered in the fixture of loading arm 6.Clamp, by the folding and unfolding of connection winch cable wire on loading arm 6, completes loading arm 6 by level to vertical rotation.
After reprinting arm 6 is in vertical state, cursor 7 is under fluid motor-driven, make fixture rotate to pipeline section place around two rotating shafts, clamp pipeline section, the fixture of release loading arm 7, pipeline section is transported on the pre-layout path laying tower 1 again through rotating, with lay tower top end elevator 8 grip alignment, open the fixture of elevator 8, slowly transfer the ground floor pipe neck place on elevator 8 to pipeline section top by winch, fixing elevator 8, adds clamper.Unclamp the tool of cursor 7 folder and cursor 7 rotated to laying outside tower 1.
Before starting to lay, in advance PLET and one's segment pipe is connected, put into water under entirety, utilize above the pipeline section that mobile platform 3 clamps with PLET connects, wait and welding with formal laying first paragraph pipe end centering.When after elevated machine 8 clamping of pipeline section that first paragraph is laid, transfer the inside centralizer laying tower top end, upper end pipeline section maintains static under the clamping of elevator 8, by regulating the position of mobile platform 10, complete the centering of upper end pipeline section and oral siphon section, after centering completes, welded by welding station 9, and do Non-Destructive Testing and coating process, after completing, water is put into by under pipeline section by elevator 8, afterwards by mobile platform 10 and the relevant common fixed-piping of tensioner, and elevator 8 liters is gone back to laying tower 1 top, now second pipeline section passes through loading arm 6 and cursor 7 is transported to laying tower 1 top, continue to be rotated to pre-layout path by pipeline section by cursor 7, carry out the connection of next segment pipe.
After pipeline section has been laid, by the mobile platform 10 and relevant tensioner laying tower 1 bottom, pipeline section is clamped, welded terminating duct end with the end of pipeline section by welding station 9 subsequently, and transferred to seabed by winch, complete the laying of whole pipeline.
Patent of the present invention employing following technical proposal, a kind of deep water quick paving system of J type mainly includes the relevant device laying tower 1, laying tower angular adjustment system, J type laying pipeline section transmission system, the laying of J type.Lay tower angular adjustment system and mainly include A cabinet frame 2, angle demodulator 3, hydraulic cylinder 4;J type is laid pipeline section transmission system and is included horizontal transmission system 5, loading arm 6, cursor 7, elevator 8;The relevant device that J type is laid generally comprises centralizer, welding station 9 and mobile platform 10.
The described high 52m of laying tower 1, the laying operation of 4 node pipeline sections can be met, top is the body structure that 2m is high, inwall is provided with enough armatures, armature selects T profile and the angle steel of different model respectively according to the difference of position, is used for the relevant device installing internal centralizer and the winch being connected with elevator and loading arm in body structure.Laying tower 1 global design is stable truss structure, it is respectively arranged on the left side and the right side four larger-size masters and props up stay tube, it is respectively equipped with diagonal brace between a main stay tube, so both can meet requirement of strength, the weight of structure can be alleviated again, on the basis of truss structure, bottom surrounding uses Plate Welding to become the body structure closed, and both can reduce the center of gravity laying tower 1, increase stability, as equipment room, power equipment, hydraulic test and elevator etc. can be deposited therein again.Laying that two main supports on the right side of tower 1 are effective to be fixed and support rotating arm 7, the center top laying tower 1 is provided with elevator 8, it is achieved transferring of pipeline section to be laid.Lay tower 1 bottom and be provided with mobile platform 10, be used for clamping the installation laying pipeline and subsidiary conduit terminal.Laying the certain At The Height in tower 1 left and right sides and be provided with connection axle 11, be connected with angle demodulator 3, bottom adopts hinged mode to be connected in deck in ship structure, in order to realize laying in pipe laying process the adjustment of tower angle.
Described A cabinet frame 2 lower end is bolted on the deck of hull, main body is formed by Plate Welding, internal face arranges enough armatures, armature selects T profile and the angle steel of different model respectively according to the difference of position, requirement of strength can be met and can alleviate again architecture quality, upper end is provided with a manhole, is used for being connected with hydraulic cylinder 4.The effect of A cabinet frame 2 is to support and fixed angle actuator 3 and hydraulic cylinder 4.
Described angle demodulator 3 upper design is truss structure, and top is hinged with the connection axle 11 laid on tower 1, and bottom is formed by Plate Welding, leaves the rectangle hole clipping of equidistant equidimension, is used for being connected with the clip on hydraulic cylinder 4.By with hydraulic cylinder 4 coordinative role, it is achieved lay tower 1 angle adjustment.
Described hydraulic cylinder 4 mainly includes hydraulic pressure clip, hydraulic regulator and agent structure, by hydraulic pressure clip and the connection of hole clipping on angle demodulator, it is achieved the bottom of angle demodulator 3 is fixed;Hydraulic regulator is used for regulating the height of clip, and cylinder main body utilizes the manhole on described A cabinet frame 2 hinged with it.By the rotation relative to A cabinet frame 2 of the change of card hole site and hydraulic cylinder 4, regulate the angle laying tower 1.
Described horizontal transmission system 5 is mainly made up of horizontal roller, it is bolted on the hull clamping plate laid below tower 1, the pipeline section of pipeline section storage area winches on horizontal roller by the loop wheel machine on hull, and pipeline section to be laid is transported in the fixture of the loading arm 6 being horizontal by the rotation then passing through horizontal roller.
Described loading arm 6 is mainly made up of main body supporting structure and hydraulically operated fixture, effect is to utilize the pipeline section clamping that in agent structure, horizontal roller is sent by hydraulically operated fixture, then winch is utilized to tighten up cable wire, promote agent structure and pipeline section to vertical position, pass to cursor 7 for pipeline section, enter pre-track of laying and prepare.Agent structure is formed by Plate Welding, the armature that interior welds is enough, and armature selects T profile and the angle steel of different model respectively according to the difference of position, can meet requirement of strength and can alleviate again construction weight.Loading arm agent structure both sides are provided with hanger, are connected with the cable wire of winch, realize loading arm 6 by the folding and unfolding of both sides hoist line and rotate smoothly in vertical plane.Loading arm 6 agent structure is welded with the hydraulically operated fixture of three same specifications, each hydraulically operated fixture is made up of two hydraulic cylinders and two semicircle clips, realize two clips by synchronous change hydraulic cylinder piston length open and close tight action, complete the pipeline section that clamping is to be laid.Loading arm 6 lower end is connected close to by hinged mode lay on the deck at tower 1 place, guarantee when loading arm 6 is in vertical state, the fixture of fixture thereon and cursor 7 is on same straight line, it is ensured that pipeline section to be laid smoothly completes transmission between loading arm 6 and cursor 7.
Described cursor 7 is main to be made up of clamping pipeline section fixture, two fixing plates 22 and 23 and two connection rotating shafts 16 and 17, and effect is the pipeline section that loading arm clamps to be moved horizontally to laying tower 1 lay in advance in track.Wherein clamping pipeline section fixture is made up of two horizontally disposed hydraulic cylinders 13 and 14, clip 12 and gripper shoe 15, realizes two clips by synchronous change hydraulic cylinder piston length and opens and close tight action, clamps pipeline section.Fixing plate 22 and about 23 is arranged, both props up stay tube with two masters laying tower 1 side and is connected, is connected with connection rotating shaft 17 again, is used for fixing the position of cursor 7.Connection rotating shaft 16 is connected by four connecting plates 18,19,20 and 21 with 17, connection rotating shaft 16 is connected with gripper shoe 15, two connection rotating shafts and four connecting plates can realize relatively rotating under the driving of hydraulic motor, it is possible to the mobile fixture being clamped with pipeline section in horizontal plane.Be provided with two connection rotating shafts in order that realize the rotation of greater angle, the transmission making pipeline section is convenient, safer.
Described elevator 8 is main to be made up of sizing gripper jaw 25 and hydraulic press 26, and Main Function is to provide top tension force for pipeline.Elevator 8 is positioned at laying tower 1 top, is connected with upper end winch by hanger 24, lays the internal both sides of tower 1 equipped with guide rail, mutually embedding with steel tank 28, it is ensured that not move horizontally during winch movable lifting machine, have good stability.Sizing gripper jaw 25, under the help of hydraulic press 26, the pipe tie clip tool by arranging can realize tightly mutually embedding with pipe neck 27, balances pipeline section gravity.After elevator has clamped pipeline section, under the effect of winch, change the height of pipeline section, complete the work such as welding, Non-Destructive Testing and coating, and realize pipeline and transfer.
Described welding station 9 is in laying tower bottom, comprises the equipment such as welding, Non-Destructive Testing and coating, after the pipeline completing centering is welded in welding station, it is possible to docking port carries out Non-Destructive Testing and coating process at once.
The moon pool place that described mobile platform 10 is positioned on the hull of pylon bottom to arrange, is used for clamping and laying the pipeline into water in normal laying process, can be realized the centering having laid pipeline with upper tubular section by the movement of platform.When initiating terminal duct end (PLET, PLEM) is installed, opening mobile platform 10, duct end enters water directly below by moon pool, is then turned off mobile platform 10, the pipeline section top that clamping is connected with duct end, enters the normal laying stage of pipeline afterwards.After end to be laid, mobile platform 10 works in coordination with the fixing pipeline laid with pipe tension device, completes pipeline and the connection terminating duct end at welding station 9 place, opens mobile platform 10, transfer termination duct end by winch, complete the laying of pipeline.
The present invention relates to a kind of deep water quick paving system of J type, can when controlling to lay tower height degree, 1 × 4 node can be realized (have 1 section of 4 node pipeline section to be on laying tower to carry out laying operation, every section of 4 long 48.8m of node pipeline) paving mode, by optimizing device structure and layout, realize laying speed typical case's J type laying 1.5km/d relatively and improve 80.2%, reduce and lay cost.
The quick paving system of deep water J type includes laying tower, laying tower angular adjustment system, pipeline section clamping lowering system, pipeline transmission system laid by J type and relevant device laid by J type.Laying tower is the core in whole pipe laying system, is used for supporting, fixing and connect other structures and key equipment that J type is laid;Lay tower angular adjustment system and include angle demodulator, A type frame and hydraulic cylinder, be connected to hull and lay between tower, it is possible to achieve laying tower freely regulating within the scope of certain angle;Pipeline section clamping lowering system includes elevator and winch, is used for clamping pipeline and transferring pipeline;J type is laid pipeline transmission system and is included horizontal transmission system, loading arm, cursor and vertical roller, for pipeline section in pipe laying barge and the transmission laid on tower;J type is laid relevant device and is included external centring device, stretcher, welding station and coating station, process of deployment each serves as transmission, in and fixation, pipeline can be welded by welding station and coating station and the post processing of weld seam works, lay into water ready for pipeline section.

Claims (1)

  1. null1. the deep water quick paving system of J type,Including laying tower、Lay tower angular adjustment system、Pipe neck formula clamping system、Pipeline section transmits system and lays relevant device,Described J type tower is hingedly mounted in deck in ship structure,The both sides in J type tower centre position are respectively arranged with angle demodulator and connect axle,Described J type tower angular adjustment part has two sets and often overlaps the A cabinet frame all including being arranged in deck in ship structure、Cylinder main body structure with A cabinet frame upper end thereof、It is symmetrically mounted on two hydraulic regulators at cylinder main body structure two ends、The intermediate plate being simultaneously connected with two hydraulic regulator outfans、It is uniformly arranged on intermediate plate two hydraulic pressure clips and is hingedly mounted on the angle demodulator on the angle demodulator connection axle of correspondence,The end of described angle demodulator is provided with the hole clipping of string and hydraulic pressure hooking engagement,Pipeline section transmits system and includes horizontal transmission system、Loading arm,Described horizontal transmission system is arranged in deck in ship structure,Loading arm is hingedly mounted in deck in ship structure,Loading arm top is evenly arranged with at least three fixture,Each fixture is connected with loading arm by linking rotating shaft,Loading arm is additionally provided with hanger,Lay relevant device and include centralizer、Welding station and mobile platform,It is characterized in that: described pipeline section transmits system and also includes cursor,Described cursor includes being arranged on the upper mounted plate laid on tower and bottom plate,The upper and lower surfaces of the end of upper mounted plate are respectively mounted a connecting plate and No. two connecting plates,The upper and lower surfaces of the end of bottom plate are separately installed with No. three connecting plates and No. four connecting plates,No. two connecting plates of one end traverse of No. two connection rotating shafts、Upper mounted plate and a connecting plate are also connected with a connecting plate and No. two connecting plates,The other end No. three connecting plates of traverse of No. two connection rotating shafts、Bottom plate and No. four connecting plates are also connected with No. three connecting plates and No. four connecting plates,One end of a number connection rotating shaft is passed the end of a connecting plate and No. two connecting plates and is connected with it,The other end of a number connection rotating shaft passes the end of No. three connecting plates and No. four connecting plates and is connected with it,A number connection rotating shaft on number is fixed with bracing frame,The lateral symmetry of bracing frame is provided with a hydraulic cylinder and No. two hydraulic cylinders,The end of bracing frame is hinged with cursor clip,Cursor clip includes two clips in left and right,The outfan of a number hydraulic cylinder and No. two hydraulic cylinders is hinged with corresponding clip respectively;Described pipe neck formula clamping system includes elevator and outside winch, described elevator includes being arranged on two elevator hangers, elevator hydraulic cylinder and the elevator that two slide blocks in two one slide rails laid inside tower are connected with outside winch and shapes gripper jaw, two elevator hangers are connected with two corresponding slide blocks respectively, elevator sizing gripper jaw is arranged between two slide blocks, the end of elevator sizing gripper jaw is provided with and the pipe tie clip tool treating that pipe laying Lu Guanling coordinates, and elevator sizing gripper jaw is provided with the elevator hydraulic cylinder controlling the tool folding of pipe tie clip.
CN201610202507.4A 2016-04-05 2016-04-05 A kind of quick paving system of deep water J-type Active CN105757340B (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106015738A (en) * 2016-08-08 2016-10-12 上海振华重工(集团)股份有限公司 Deep sea light J-shaped submarine pipe laying system
CN107830246A (en) * 2017-07-21 2018-03-23 南通振华重型装备制造有限公司 A kind of step rate assembling process
CN114593274A (en) * 2022-03-21 2022-06-07 无锡德林海环保科技股份有限公司 Method for mounting underwater transverse pipe of deep well for blue algae treatment
CN117091001A (en) * 2023-09-24 2023-11-21 西南石油大学 Marine pipeline laying device and method

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20050060462A (en) * 2003-12-16 2005-06-22 주식회사 에이엠티 The drain pipe laying device which relates with the excavator control method besides
US6910848B1 (en) * 1998-05-01 2005-06-28 Benton F. Baugh Erector for J-Lay pipe laying system
CN103707223A (en) * 2014-01-07 2014-04-09 中国海洋石油总公司 Pipeline suspension fixture
CN105042184A (en) * 2015-08-25 2015-11-11 哈尔滨工程大学 Light double-node pipeline J-shaped laying system
AU2014201851B2 (en) * 2008-06-20 2015-11-26 Saipem S.P.A. Pipe-laying Vessel and Method of Laying a Pipeline
CN105333226A (en) * 2015-11-25 2016-02-17 中国海洋石油总公司 Laying device of deepwater J-shaped pipe laying ship
CN205578897U (en) * 2016-04-05 2016-09-14 哈尔滨工程大学 Deep water J type is system of laying fast

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6910848B1 (en) * 1998-05-01 2005-06-28 Benton F. Baugh Erector for J-Lay pipe laying system
KR20050060462A (en) * 2003-12-16 2005-06-22 주식회사 에이엠티 The drain pipe laying device which relates with the excavator control method besides
AU2014201851B2 (en) * 2008-06-20 2015-11-26 Saipem S.P.A. Pipe-laying Vessel and Method of Laying a Pipeline
CN103707223A (en) * 2014-01-07 2014-04-09 中国海洋石油总公司 Pipeline suspension fixture
CN105042184A (en) * 2015-08-25 2015-11-11 哈尔滨工程大学 Light double-node pipeline J-shaped laying system
CN105333226A (en) * 2015-11-25 2016-02-17 中国海洋石油总公司 Laying device of deepwater J-shaped pipe laying ship
CN205578897U (en) * 2016-04-05 2016-09-14 哈尔滨工程大学 Deep water J type is system of laying fast

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106015738A (en) * 2016-08-08 2016-10-12 上海振华重工(集团)股份有限公司 Deep sea light J-shaped submarine pipe laying system
CN107830246A (en) * 2017-07-21 2018-03-23 南通振华重型装备制造有限公司 A kind of step rate assembling process
CN114593274A (en) * 2022-03-21 2022-06-07 无锡德林海环保科技股份有限公司 Method for mounting underwater transverse pipe of deep well for blue algae treatment
CN114593274B (en) * 2022-03-21 2023-08-11 无锡德林海环保科技股份有限公司 Installation method of deep well underwater transverse pipe treated by blue algae
CN117091001A (en) * 2023-09-24 2023-11-21 西南石油大学 Marine pipeline laying device and method
CN117091001B (en) * 2023-09-24 2024-05-07 西南石油大学 Marine pipeline laying device and method

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