CN205001657U - Light -duty binode pipeline J type system of laying - Google Patents
Light -duty binode pipeline J type system of laying Download PDFInfo
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- CN205001657U CN205001657U CN201520646749.3U CN201520646749U CN205001657U CN 205001657 U CN205001657 U CN 205001657U CN 201520646749 U CN201520646749 U CN 201520646749U CN 205001657 U CN205001657 U CN 205001657U
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Abstract
The utility model provides a light -duty binode pipeline J type system of laying, including J type tower, J type tower angle modulation part, pipeline translator unit and pipeline laying part, J type tower is used for supporting, fixes and connect other structures and key equipment that the J type was laid, J type tower angle governing system includes angle demodulator, a type frame and pneumatic cylinder, can realize J type tower freely adjusting at certain angle within range, the pipeline translator unit includes horizontal transmission system, loading arm, rotor arm and vertical gyro wheel, and the pipeline laying part is including outside centralizer, tensioning ware, welding station and coating station, plays the conveying respectively in laying process, in to and the fixed action. The utility model provides a J type system of laying can realize the laying mode of 22 nodes, selection by relevant equipment, arranges and the optimal design, has realized the installation of some key equipments, has reduced to have increased when laying the cost and has laid efficiency.
Description
Technical field
The utility model relates to a kind of pipeline-laying installation, particularly relates to a kind of light-duty double-nodal point pipeline J type paving system, is mainly used in the laying of deep-water subsea pipeline and standpipe.
Background technique
In recent years, along with the continuous increase of petroleum resources demand, the exploitation of marine oil and gas constantly strides forward to deep-sea.At present, the method being applicable to deep-water subsea pipe laying is mainly S-Lay and J-Lay.Because pipe bending distortion is large in S-Lay laying method, need pipe support rack and larger stretcher ability, limit it and be suitable for.And J type submerged pipeline laying method is a kind of pipe installation method subvertical for pipeline form transferred on sea bed, required stringing wire tension is little, pipeline hangs that length is little, to lay rear line residual stress little in process of deployment, the most usability methods being therefore considered to that deepwater pipelines lays.
At present J type pipe laying barge major part is all obtained by repacking in the world, but according to the difference of pipe laying barge J type paving system, lifting handling and pipe laying ability etc., is substantially divided into light-duty double-nodal point pipeline and heavy two classes.Although the caliber scope of heavy J type pipe laying barge, the laying depth of water, hoisting hook capacity power and laying ability have certain increase.But its laying form is general more single, and these all mainly concentrate on the Heerema of Holland than relatively large J type pipe laying barge and J type pipe laying advanced technology at present, in the minority major company hands such as the McDermott of gondola Saipem and the U.S., its paving system also and imperfections.
Light-duty double-nodal point pipeline J type pipe laying barge its pipe laying pylon general is not high, most employing 2 × 2 node (has two section of 2 node pipe to be on J type tower simultaneously and carries out laying operation, the long 24.4m of 2 node pipeline) or 1 × 4 node (only have single 4 node pipelines to be on J type tower and carry out laying operation, the long 48.8m of 4 node pipeline) laying form, major part is all lay for depth of water pipe with small pipe diameter flexible pipe within 2000m.But the expense of this kind of pipe laying barge is relatively low, and in its limit of power, lay efficiency also no less than heavy pipe laying barge, comparatively speaking, integration capability is stronger.The SaiBOSFDS of Saipem company of Italy is a deep water Multifunctional hoisting pipe laying barge possessing kinematic positioning, pylon 52m is high, (single 4 node pipeline sections are on J type tower and carry out laying operation can to complete 1 × 4 node, 4 node pipe segment length 48.8m) laying form, the laying depth of water is 2000m, it lays inclination angle scope can reach 45 ° to 96 °, and can carry out other operations by pipe laying barge and not need to use other Support ships, this be unique in a J type pipe laying barge pipe laying barge that can reach large inclined angle like this.
Find that the patent " FLEXJ-LAYTOWER " being numbered US20030231931A1 devises a fixing pylon through retrieval, structure is simple, be mainly truss structure, by the control of its inner clip, make the lower end of pipeline section to be laid on pylon produce certain bending, complete and lay docking of water inlet pipe.Due to the restriction of pipeline section degree of crook, its adaptable angular range is also relatively little, and lays the bending of pipeline section, likely causes damage to pipeline.And its pylon there is no relevant tube feeding device, the transmission of pipeline need be carried out by other crane gears on hull, make the transmission of pipeline section complicated.
In sum, consider the pluses and minuses of existing various paving system, the utility model provides a kind of new deep water light-duty double-nodal point pipeline J type paving system, all process is optimized to structure and equipment, there is higher laying ability, the installation of some key equipments can be completed simultaneously, improve the feasibility that J type is laid.
Summary of the invention
The purpose of this utility model is laid efficiency to improve, reduce corresponding laying cost and provide a kind of feasible light-duty double-nodal point pipeline J type paving system.
The purpose of this utility model is achieved in that and comprises J type tower, J type tower angle adjustment part, pipeline translator unit and pipe laying part, described J type tower is hingedly mounted in deck in ship structure, the both sides in J type tower neutral position are respectively arranged with angle demodulator coupling shaft, described J type tower angle adjustment part has two covers and often overlaps the A cabinet frame all comprising and being arranged in deck in ship structure, with the cylinder main body structure of A cabinet frame upper end thereof, symmetry is arranged on two hydraulic regulators at cylinder main body structure two ends, the intermediate plate be simultaneously connected with two hydraulic regulator output terminals, evenly be arranged on two hydraulic pressure clips on intermediate plate and be hingedly mounted on the angle demodulator on corresponding angle demodulator coupling shaft, the end of described angle demodulator is provided with the hole clipping of row and hydraulic pressure hooking engagement,
Described pipeline translator unit comprises horizontal transport mechanism, loading arm and vertical roller, described horizontal transport mechanism is arranged in deck in ship structure, loading arm is hingedly mounted in deck in ship structure, loading arm top is evenly provided with at least three fixtures, each fixture is connected with loading arm by link rotating shaft, loading arm is also provided with hanger, and described vertical roller has three at least and is evenly arranged on vertical roller supporting plate, and vertical roller supporting plate is arranged on J type tower top;
Described pipe laying part comprises stretcher, external centring device, welding station and mobile platform, described external centring device comprises centralizer framework, be arranged on the vertical rail on centralizer framework, the horizontal rail in J type tower neutral position is set, be arranged on two centering oil hydraulic cylinders on vertical rail and be separately positioned on the fixture of external centring device of centering oil hydraulic cylinder output terminal, and described centralizer frame installation is in horizontal rail, described welding station to be arranged on J type tower and to be positioned at the below of external centring device, the below of described welding station is provided with stretcher, mobile platform comprises the first mobile platform track be arranged in hull moon pool, the mobile platform fixture being vertically mounted on the second mobile platform track on the first mobile platform track and being arranged on the second mobile platform track.
The utility model also comprises some structure characteristics like this:
1. two roller oil hydraulic cylinders that each vertical roller comprises bearing, symmetry is arranged on bearing both sides and the fixture with roller be connected with the output terminal of two roller oil hydraulic cylinders respectively.
2. described in, the sectional shape of hydraulic pressure clip and hole clipping is square.
Compared with prior art, the beneficial effects of the utility model are: the utility model considers the external pluses and minuses of each J type paving system and the laying cost of J type paving system, efficiency and operability, design is optimized to J type paving system structure and equipment, the paving mode of 2 × 2 nodes can be completed, namely completed two section of 2 node pipe to be on J type tower simultaneously and to carry out laying operation, every section of long 24.4m of 2 node pipeline, welding equipment and non-destructive detecting device are arranged together, like this in the underproof situation of testing result, can process timely, reduce unnecessary operation, simultaneously by the layout of welding station and coating station position, realize weld job and coating operation carries out simultaneously, save the laying time of pipeline, add laying efficiency, to the optimization of angle regulating system, realize J type tower angle to regulate stably between 110 ° at 70 °, the laying requirement of different water depth and caliber can be met, reduce the stressed of pipeline section top, ensure carrying out smoothly of pipelaying work, mobile platform is set up in J type tower bottom, realizes the installation of the key equipments such as PLET, PLEM.
Accompanying drawing explanation
Fig. 1 is general structure schematic diagram one (positive apparent direction) of the present utility model;
Fig. 2 is general structure schematic diagram two (side-looking direction) of the present utility model;
Fig. 3 is the structural representation of A cabinet frame of the present utility model;
Fig. 4 is the front view of angle demodulator of the present utility model;
Fig. 5 is the plan view of angle demodulator of the present utility model;
Fig. 6 is the front view of the hydraulic regulator of J type tower angle adjustment part of the present utility model;
Fig. 7 is the plan view of the hydraulic regulator of J type tower angle adjustment part of the present utility model;
Fig. 8 is the structural representation of the fixture of the end of loading arm of the present utility model;
Fig. 9 is the front view of vertical roller of the present utility model;
Figure 10 is the side view of vertical roller of the present utility model;
Figure 11 is the structural representation of external centring device of the present utility model;
Figure 12 is the plan view of mobile platform of the present utility model.
Embodiment
Below in conjunction with accompanying drawing and embodiment, the utility model is described in further detail.
The utility model comprises J type tower, J type tower angle adjustment part, pipeline translator unit and pipe laying part.J type tower is the core in whole pipe laying system, is used for supporting, fixing and is connected other structures and the key equipment of the laying of J type; J type tower angle adjustment is divided and is comprised angle demodulator, A type frame and oil hydraulic cylinder, is connected between hull and J type tower, can realize the free adjustment of J type tower within the scope of several angle; Pipeline translator unit comprises horizontal transmission system, loading arm, cursor and vertical roller, for the transmission of pipeline section on pipe laying barge and J type tower; Pipe laying part comprises external centring device, stretcher, welding station and coating station, play respectively in process of deployment transmission, in and fixation, can be welded pipeline by welding station and coating station and the reprocessing work of weld seam, for pipeline section is laid into water ready.The paving mode that J type paving system in the utility model can realize 2 × 2 nodes (has two section of 2 node pipe to be on J type tower simultaneously and carries out laying operation, every section of long 24.4m of 2 node pipeline), by the selection of relevant equipment, layout and optimal design, achieve the installation of some key equipments, reduce while laying cost and add laying efficiency.
Composition graphs 1 to Figure 12, the utility model comprises J type tower 1, J type tower angle adjustment part, pipeline translator unit, pipe laying part.J type tower angle adjustment is divided and is comprised A cabinet frame 2, angle demodulator 3, oil hydraulic cylinder 4, and described oil hydraulic cylinder 4 comprises cylinder main body structure 31, hydraulic regulator 17, hydraulic pressure clip 16 and intermediate plate 28; Pipeline translator unit comprises flat conveying system 5, loading arm 6, vertical roller 7; Pipe laying part comprises stretcher 8, external centring device 9, welding station 10, moveable platform 11.
J type tower 1 Main Function of the present utility model is used to other relevant devices that the are fixing and laying of support J type.
Before pipeline starts to lay, according to different sea situations, by the requirement regulating the angle of J type tower to meet tubing curvature, and then the stressed of tubing top can be reduced, ensure carrying out smoothly of pipelaying work.During angle adjustment, under the support of A cabinet frame 2, by changing the position of the hole clipping 15 that hydraulic pressure clip 16 clamps, realize the movable of angle demodulator 3.While angle demodulator movement, top relatively rotates with the joint of J type tower angle demodulator coupling shaft 12 and the manhole 14 of the relative A cabinet frame 2 of oil hydraulic cylinder 4, and then changes the relative angle of J type tower.
Pipeline section required for the laying of J type processes first on land, is then transported near pipe laying barge by cargo ship, by the hoist on pipe laying barge, the pipeline section processed is winched to pipeline section storage area.In pipe-laying process, by the loop wheel machine on pipe laying barge by pipeline handling to be laid to horizontal transmission system 5, now loading arm 6 is in level, and the fixture 18 on it is on same level line with the horizontal roller of horizontal transmission system, is delivered in the fixture 18 of loading arm 6 by pipeline section to be laid by horizontal roller.Clamping device, by the folding and unfolding of winch wirerope be connected with loading arm hanger 20, completes loading arm 6 by level to vertical rotation.
After reprinting arm 6 is in vertical state, fixture 18 on loading arm 6 is under the driving of hydraulic system, rotate around connection rotating shaft 19, pipeline section is transported in the vertical roller 7 of J type tower 1 inside and the fixture of external centring device 9, clamp the fixture of vertical roller 7 and external centring device 9, unclamp loading arm fixture and rotate to J type tower 1.
When starting to lay, first put into water by moveable platform 11 by under the starting point PLET of connection pipe string, during the first paragraph pipeline laid, appropriate location when pipeline section being adjusted to by external centring device 9, then in direct stretcher 8 of pipeline section being transferred to welding station 10, and continued to transfer by stretcher 8, pipeline section is transferred to the bottom of J type tower 1, now the top of pipeline section is just in welding station 10.By temporary weld station, the PLET connecting pipe string is welded with first paragraph pipeline bottom, and carry out non-destructive inspection and coating process, finally clamp upper end stretcher, the position of fixing pipeline section.After in second pipeline section to be transferred into vertical roller 7 and external centring device 9 fixture by pipeline section conveying system, after carrying out preliminary centering by external centring device 9 pairs of pipeline sections, pipeline section is under the clamping of external centring device fixture 22 and the assistance of vertical roller 7 subsequently, be transported in welding station 10, after completing accurate centering by inner centralizer, complete with first paragraph pipeline section and weld and non-destructive inspection, if testing result meets the demands, then by stretcher 8, pipeline is transferred, when weld seam arrives in coating station, stopping is transferred, now, 3rd section of pipeline section has been transported to the top of J type tower 1, after completing the accurate centering of second segment and the 3rd section of pipe, the pipeline section of welding station 10 place to upper end welds and while non-destructive inspection, lower end coating station butt welded seam carries out coating process.After work all completes, continue to transfer the pipeline welded.Ceaselessly transmitted by pipeline section and be connected, achieving the continuous laying of pipeline.
After pipe laying completes, pipeline is clamped by the moveable platform 11 of J type tower bottom, is connected by clearing end PLET subsequently with the end of pipeline, and by the acting in conjunction of moveable platform 11 and winch, pipeline is transferred to seabed, completes the laying of whole pipeline.
The utility model object is the pluses and minuses considering each J type paving system, consider the laying cost of J type paving system, efficiency and operability, by being optimized J type paving system structure and equipment, design a kind of new deep water light-duty double-nodal point pipeline J type paving system, 2 × 2 nodes can be completed (have two section of 2 node pipe to be on J type tower simultaneously and carry out laying operation, every section of long 24.4m of 2 node pipeline) paving mode, there is higher laying efficiency, reduce and lay cost accordingly, make some key equipments (the duct end PLET in process of deployment simultaneously, PLEM) installation becomes simple, improve the feasibility that J type is laid.
The utility model patent adopts following technical proposal, and a kind of deep water heavy J type paving system mainly comprises J type tower, J type tower angle adjustment part, pipeline translator unit, pipe laying part.J type tower angle adjustment is divided and is comprised A cabinet frame, angle demodulator and oil hydraulic cylinder; Pipeline translator unit comprises horizontal transmission system, loading arm and vertical roller; Pipe laying part mainly comprises stretcher, external centring device, welding station, mobile platform.
Described J type tower height 52m, can meet two section of 2 node pipe is positioned on J type tower simultaneously, top is the housing structure that 2m is high, inwall is provided with enough stiffeners, stiffener selects T profile and the angle steel of different model respectively according to the difference of position, is used for installing the winch, pulley etc. of inner centralizer and other equipment in housing structure.Described J type tower global design is stable truss structure, the left and right sides is respectively equipped with four larger-size main support tubes, be welded with diagonal brace respectively between main support tube, so both can meet requirement of strength, the weight of structure can be alleviated again, on the basis of truss structure, the housing structure that bottom surrounding uses Plate Welding to become to close, both can reduce the center of gravity of J type tower, increase stability, as equipment room, power equipment, hydraulic equipment and elevator etc. can be deposited therein again.Two main support tubes of J type tower side are used for fixing and support rotating arm, vertical roller supporting plate 13 is vertically arranged in the neutral position of superstructure, be used for fixing vertical roller, the middle part of J type tower is provided with external centring device working platform, in order to realize transferring of pipeline to be laid, being provided with in the middle part of platform can for pipeline by the perforate with centering.J type tower bottom is provided with mobile platform, can be used for clamping pipeline when duct end (PLET, PLEM) is installed.The J type tower left and right sides is furnished with angle demodulator coupling shaft at design height place, bottom adopts hinged mode to be connected with deck in ship structure, by changing angle demodulator entire length, making J type tower be that the center of circle is rotated with bottom, realizing the adjustment of J type tower angle in pipe laying process.
Described A cabinet frame lower end is fixed by welding on the deck of hull, main body is formed by Plate Welding, internal face arranges enough stiffeners, stiffener 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 architecture quality again, upper end is provided with a manhole, adopts articulated manner to be connected with oil hydraulic cylinder.The effect of A cabinet frame supports and tilt fixing regulator and oil hydraulic cylinder.
Described angle demodulator upper design is truss structure, and hinged with the angle demodulator coupling shaft on J type tower, bottom is formed by Plate Welding, leaves the rectangular hole clipping of equidistant equidimension, with the mutually embedding location of hydraulic pressure clip on oil hydraulic cylinder.By with oil hydraulic cylinder coordinative role, change hydraulic pressure clip and embed hole clipping position, the effective length of adjusting angle regulator, make J type tower realize rotating.
Described oil hydraulic cylinder mainly comprises hydraulic pressure clip, hydraulic regulator and agent structure, and by the connection of hole clipping on hydraulic pressure clip and angle demodulator, the bottom realizing angle demodulator is fixed; Hydraulic regulator is used for regulating the height of clip, and cylinder main body is hinged with it by the manhole on described A cabinet frame.Embedded change and the relative rotation of cylinder main body with A cabinet frame hinged place of hole clipping position by hydraulic pressure clip, regulate the angle of J type tower.
Described horizontal transmission system is formed primarily of the horizontal roller group of two composition several angles, the support solid welding of horizontal roller group above deck, the pipeline of pipeline section storage area winches in horizontal roller group by the loop wheel machine on hull, then be transported in the fixture of loading arm by horizontal roller group by pipeline, the horizontal roller group of two composition several angles can prevent pipeline section from departing from conveyer belt.
Described loading arm agent structure is formed by Plate Welding, the stiffener that interior welds is enough, and stiffener 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 structure weight again.Loading arm is provided with hydraulic fixture, and primarily of fixture, link rotating shaft, hydraulic system composition, for clamping pipeline section to be laid, both sides are provided with hanger, are connected with the cable wire of winch, realize loading arm rotate stably by the folding and unfolding of hoist line.Loading arm lower end is connected on the deck at J type tower place by hinged mode.The effect of loading arm is the pipeline clamping sent by horizontal roller, then rotates to vertical position, is rotated pipeline in the vertical roller of J type tower subsequently by the rotation of the hydraulic fixture on it.
Described vertical roller is a kind of upper saw pulley, be connected on the intermediate support plate of J type tower top by bearing 29 with bolt, generally be made up of the interlaced fixture 21 with roller, generally can only provide less tension force, the main effect playing auxiliary transmission and side direction control in the decentralization process of pipeline section, prevents the oblique bending of pipeline section upper end.
Described external centring device is primarily of the fixture 22 of centralizer framework 30, horizontal rail 24, vertical rail 23, external centring device, hydraulic system and agent structure composition.The fixture of centralizer can adapt to different calibers, can realize moving left and right of pipeline by the flexible of oil hydraulic cylinder at fixture two ends; The fixture of centralizer can also complete along the vertical rail in agent structure and move up and down, and pipeline section is transported to welding station; External centring device main body can move forward and backward along the horizontal rail on external centring device working platform simultaneously.The motion of all around when can realize J type tubing centering by the combination of above-mentioned simple structure, up and down three degree of freedom, carries out preliminary centering to pipeline.
Described stretcher is bolted below J type tower welding station, mainly the pipeline completing laying is played to the effect fixing and provide top tension force, to complete and the welding and non-destructive inspection of upper end pipeline section, after welding and non-destructive inspection complete, by the acting in conjunction of the relevant device such as stretcher and winch, pipeline is transferred the coating station place to J type tower bottom, butt welded seam carries out coating process.
Described welding station is a working room between external centring device and stretcher, inside establishes welding equipment and non-destructive detecting device, welds and the non-destructive inspection of weld seam to the pipeline section completing centering.The height of the positional distance J type tower bottom coating station of welding station is just the length of one section of 2 node pipe, and while the welding of upper end pipeline section, the work for the treatment of of weld seam can be carried out in lower end, increases work efficiency.
Described moveable platform is positioned at the moon pool place of pylon bottom hull, comprise the first mobile platform track 26, second mobile platform track 27 and mobile platform fixture 25, along mobile platform track realization movement all around, can also be used to clamp the pipeline laid into water in normal laying process.When starting point duct end (PLET, PLEM) is installed, remove moveable platform, duct end directly can enter water in below by moon pool, retract moveable platform subsequently, clamp the pipeline section be connected with duct end, and lay pipeline section with first paragraph be connected by temporary weld equipment, enter the normal laying stage of pipeline subsequently.After end to be laid, moveable platform clamps the pipeline laid, and again completes the connection of pipeline and duct end by temporary weld equipment, removes moveable platform, transfer duct end, completes the installation of clearing end duct end.
The utility model comprises J type tower 1, J type tower angle adjustment part, pipeline translator unit, pipe laying part.J type tower angle adjustment is divided and is comprised A cabinet frame 2, angle demodulator 3, oil hydraulic cylinder 4; Pipeline translator unit comprises horizontal transmission system 5, loading arm 6, vertical roller 7; Pipe laying part mainly comprises stretcher 8, external centring device 9, welding station 10, mobile platform 11.
Described J type tower 1 is high 50 meters, is positioned in the middle part of bow, can meet two section of 2 node pipe and be located thereon simultaneously.The global design of J type tower is stable truss structure, both can meet requirement of strength, and can alleviate again the weight of structure, and Main Function is other relevant devices that support and fixing J type are laid.On the basis of truss structure, the housing structure that substructure surrounding uses Plate Welding to become to close, both can reduce the center of gravity of J type tower, increase stability again, simultaneously can also as equipment room, for depositing power equipment, hydraulic equipment etc.J type tower lower end is provided with mobile platform, can be used for clamping pipeline when pipeline is connected with PLET.In the middle part of J type tower, two ends are provided with angle demodulator coupling shaft 12, and bottom and pipe laying barge deck adopt hinged Placement, are convenient to the rotation of J type tower.
Described A cabinet frame 2 main body is formed by Plate Welding, and inwall arranges that enough stiffeners are to meet the requirement of intensity, is used for supporting tilt fixing regulator 3 and oil hydraulic cylinder 4.
Described angle demodulator 3 upper design is truss structure, both can meet requirement of strength, again can weight reduction.Top is connected with the angle demodulator coupling shaft 12 on J type tower, can rotate around it; Bottom is designed to housing structure, and the rectangular hole clipping of multiple equidistant equidimension is left in both sides, is used for being connected with the clip on oil hydraulic cylinder.
Described oil hydraulic cylinder 4 is the connector elements between angle demodulator 3 and A cabinet frame 2, is used for relative position between control angle regulator 3 and A cabinet frame 2 and angle.
Described horizontal transmission system 5 is made up of multiple roller, and effect has been the horizontal transmission of pipeline section to be laid on hull, is sent to by pipeline section in the fixture of the loading arm 6 being in horizontal position.
The effect of described loading arm 6 is from horizontally rotating to vertical position by pipeline section.Agent structure is formed by Plate Welding, the stiffener that internal placement is enough, and lower end is hinged on the deck of hull.It is furnished with rotatable hydraulic fixture, hydraulic fixture forms, for clamping pipeline section and pipeline section being transported to pre-layout path primarily of fixture, link rotating shaft, hydraulic system.Both sides are provided with hanger, are connected respectively with the cable wire of winch, realize loading arm rotate stably by the folding and unfolding of both sides hoist line.
Described vertical roller 7 is arranged in the inside on the upside of pylon, mainly plays auxiliary pipeline section and transfers the effect controlled with side direction, prevent the bending deflection in decentralization process of pipeline section upper end.
In described stretcher 8, be arranged on below welding station, be used for fixing the pipeline laid into water, so that the pipeline section completing J type tower 1 top welds and non-destructive inspection with tubing, after welding and non-destructive inspection complete, by stretcher, pipeline is transferred, after weld seam arrives coating station, by stretcher fixing tube, butt welded seam carries out coating process, and now stretcher plays the effect providing pipeline top tension force.
Described external centring device 9 is primarily of slide rail, pipeline jig, hydraulic system and agent structure.The preliminary centering of pipeline, fixing and auxiliary effect of transferring is played in pipe-laying process.
Comprise welding and non-destructive detecting device in described welding station 8, weld the pipeline completing centering, after completing, docking port carries out non-destructive inspection at once.
Described mobile platform 11 is positioned at the moon pool place bottom pylon, in normal laying process subsidiary conduit transferring and fixing, Main Function is the installation exercise carrying out some key equipments (as duct end PLET, PLEM).
Claims (3)
1. a light-duty double-nodal point pipeline J type paving system, it is characterized in that: comprise J type tower, J type tower angle adjustment part, pipeline translator unit and pipe laying part, described J type tower is hingedly mounted in deck in ship structure, the both sides in J type tower neutral position are respectively arranged with angle demodulator coupling shaft, described J type tower angle adjustment part has two covers and often overlaps the A cabinet frame all comprising and being arranged in deck in ship structure, with the cylinder main body structure of A cabinet frame upper end thereof, symmetry is arranged on two hydraulic regulators at cylinder main body structure two ends, the intermediate plate be simultaneously connected with two hydraulic regulator output terminals, evenly be arranged on two hydraulic pressure clips on intermediate plate and be hingedly mounted on the angle demodulator on corresponding angle demodulator coupling shaft, the end of described angle demodulator is provided with the hole clipping of row and hydraulic pressure hooking engagement,
Described pipeline translator unit comprises horizontal transport mechanism, loading arm and vertical roller, described horizontal transport mechanism is arranged in deck in ship structure, loading arm is hingedly mounted in deck in ship structure, loading arm top is evenly provided with at least three fixtures, each fixture is connected with loading arm by link rotating shaft, loading arm is also provided with hanger, and described vertical roller has three at least and is evenly arranged on vertical roller supporting plate, and vertical roller supporting plate is arranged on J type tower top;
Described pipe laying part comprises stretcher, external centring device, welding station and mobile platform, described external centring device comprises centralizer framework, be arranged on the vertical rail on centralizer framework, the horizontal rail in J type tower neutral position is set, be arranged on two centering oil hydraulic cylinders on vertical rail and be separately positioned on the fixture of external centring device of centering oil hydraulic cylinder output terminal, and described centralizer frame installation is in horizontal rail, described welding station to be arranged on J type tower and to be positioned at the below of external centring device, the below of described welding station is provided with stretcher, mobile platform comprises the first mobile platform track be arranged in hull moon pool, the mobile platform fixture being vertically mounted on the second mobile platform track on the first mobile platform track and being arranged on the second mobile platform track.
2. one according to claim 1 light-duty double-nodal point pipeline J type paving system, is characterized in that: two roller oil hydraulic cylinders that each vertical roller comprises bearing, symmetry is arranged on bearing both sides and the fixture with roller be connected with the output terminal of two roller oil hydraulic cylinders respectively.
3. one according to claim 1 and 2 light-duty double-nodal point pipeline J type paving system, is characterized in that: the sectional shape of described hydraulic pressure clip and hole clipping is square.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520646749.3U CN205001657U (en) | 2015-08-25 | 2015-08-25 | Light -duty binode pipeline J type system of laying |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520646749.3U CN205001657U (en) | 2015-08-25 | 2015-08-25 | Light -duty binode pipeline J type system of laying |
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| Publication Number | Publication Date |
|---|---|
| CN205001657U true CN205001657U (en) | 2016-01-27 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520646749.3U Withdrawn - After Issue CN205001657U (en) | 2015-08-25 | 2015-08-25 | Light -duty binode pipeline J type system of laying |
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| CN (1) | CN205001657U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105042184A (en) * | 2015-08-25 | 2015-11-11 | 哈尔滨工程大学 | Light double-node pipeline J-shaped laying system |
| CN117091001A (en) * | 2023-09-24 | 2023-11-21 | 西南石油大学 | Marine pipeline laying device and method |
-
2015
- 2015-08-25 CN CN201520646749.3U patent/CN205001657U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105042184A (en) * | 2015-08-25 | 2015-11-11 | 哈尔滨工程大学 | Light double-node pipeline J-shaped laying system |
| CN105042184B (en) * | 2015-08-25 | 2017-07-11 | 哈尔滨工程大学 | A kind of light-duty binode pipeline J-type paving system |
| 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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