CN108489699A - A kind of submarine pipeline junk shock simulation experiment system - Google Patents
A kind of submarine pipeline junk shock simulation experiment system Download PDFInfo
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- CN108489699A CN108489699A CN201810338825.2A CN201810338825A CN108489699A CN 108489699 A CN108489699 A CN 108489699A CN 201810338825 A CN201810338825 A CN 201810338825A CN 108489699 A CN108489699 A CN 108489699A
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- junk
- fixed
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- hanger rope
- tower
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01M7/00—Vibration-testing of structures; Shock-testing of structures
- G01M7/08—Shock-testing
Abstract
The present invention relates to a kind of submarine pipeline junks to hit simulation experiment system, including a packaged type bump test tower, test battery pipeline support basis, a set of junk group and its hang a liter relieving mechanism, wherein, moveable bump test tower, includes four cone pulleys of steel pylon and support tower, four cone pulleys are across on two test tower guide rails；Test pipe brace foundation, including three kinds of rigid support basis, suspended span brace foundation and soil brace foundation；It includes guiding mechanism, hanger rope, hanger rope releasable catch, two fixed pulleys and lifting spool to hang a liter relieving mechanism.Structure of the invention form is simple, is easily worked, installs and removes, and construction cost is relatively low, and state control performance is good, reusable, effectively reduces the difficulty and cost of experiment.
Description
Technical field
The invention belongs to marine oil and gas engineering development, the technical field of operation, maintenance, it is related to a kind of submarine pipeline junk and hits
Hit simulation experiment system.
Background technology
21st century is the century of ocean, no matter is all an important proposition for China or the world.Ocean is new
Century, the mankind were rely the new important resource space of development, and the ocean development that accelerates has become being total to for each maritime state
Know.Using petroleum gas as the production Conventional marine resource of representative, development technique becomes better and approaching perfection day by day and the expansion that deepens continuously, flammable
The attention of the novel seas resources such as ice, seabed mineral reserve also more cause engineering development person.In marine resources development technology, seabed
Pipeline plays irreplaceable role, for ensure economic benefit and engineering development continue carry out providing the foundation property condition.
However, complicated marine environment, frequent mankind's activity so that increasingly huge submarine pipeline system faces at any time
Risk and the challenge of safe operation.Once pipeline structural damage or rupture and leakage accident occurs, it is more likely that can cause and be difficult to
Environmental pollution, economic loss and the huge social harmful effect of appraisal.Pipe damage accident statistics money occurs according to previous
Material, falling object shock have become important one of risk source, and are difficult to eradicate in existing system and technical merit.Cause
This, there is structural damage deformation rule of the submarine pipeline under falling object effect of impact important researching value and Practical Project to anticipate
Justice.
It is most direct, the most reliable research hand for exploring pipe damage rule to carry out junk striking experiment to submarine pipeline
Section, in particular for the full-scale pipeline actually used in engineering.It is domestic as the demand to pipe damage is studied is continuously increased
Gradually carry out junk and hits the research of pipeline experimental simulation.But many pilot systems only have studied quasi-static effect, scaling factor
Pipe fitting, or exist and hit the problems such as gesture stability is inaccurate, pipeline support is in the form of a single, shock contact shape limited types, make
Obtain Test And Research Work has certain limitation always.
Invention content
In view of the above-mentioned problems, the object of the present invention is to provide a kind of submarine pipeline junks to hit simulation experiment system, it can
Under pipelines supporting condition, if rigid plane support, rigid suspended span, soil bury condition, junk is hit entirely than ruler sea
Bottom pipeline carries out simulation test, and can be to submarine pipeline in different shock quality, height of drop (stroke speed), shock appearance
Junk bump test is carried out in the case of state, contact shape.The test system architecture form is simple, is easily worked, installs and tears open
It removes, construction cost is relatively low, and state control performance is good, reusable, effectively reduces the difficulty and cost of experiment.For in realization
Purpose is stated, the present invention takes following technical scheme：
A kind of submarine pipeline junk shock simulation experiment system, including a packaged type bump test tower, test battery
Pipeline branch
Support group plinth, a set of junk group and its hangs a liter relieving mechanism, which is characterized in that
Moveable bump test tower, includes four cone pulleys of steel pylon and support tower, four cone pulleys are across two
On root test tower guide rail；
Test pipe brace foundation, including three kinds of rigid support basis, suspended span brace foundation and soil brace foundation, rigidity
Brace foundation and suspended span brace foundation are arranged in base steel plates, and rigid support basis includes two groups of fixation fixture blocks, an experiment
In base steel plates, both ends respectively have one group of fixation fixture block to carry out Horizontal limiting for pipeline accumbency；The suspended span brace foundation includes two
Briquetting, lower fixed briquetting and ring-shaped clip are fixed in group, the both ends of test pipe are respectively by fixing briquetting and lower fixation on one group
Briquetting compresses limit, and ring-shaped clip is preventing test pipe and upper fixed briquetting and lower fixed briquetting to be detached from；For soil branch
Support, test pipe are embedded in soil basis, and different depth is buried according to different experiment demands；
A liter relieving mechanism is hung to include guiding mechanism, hanger rope, hanger rope releasable catch, two fixed pulleys and lift by crane spool, it is described
Guiding mechanism include being oriented to crossbeam, guide ring and guide rod, be oriented to crossbeam and extended by being oriented to circumferential both sides, connect guide rod,
The guide ring hangs on suspention block and can rotate about to different angle, and suspention block is fixed at the top of test tower, lower part connection
There is the first fixed pulley；Test tower top corners are provided with pulley chunking, including are fixed on test tower link block and its underpart
Second fixed pulley；Hanger rope is connected to junk group and lifting spool by two fixed pulleys respectively；Lifting spool include conventional baffles,
Gear baffle, shaft, fixed frame, rotating handle and strip, shaft suspended span pass through rotating handle band turn at fixed frame both ends
Axis；Conventional baffles and gear baffle are fixed on shaft, and hanger rope one end bolts in shaft, rotate tightening with shaft or loosen and hang
Cable；Strip one end is articulated with test tower, and the other end can be stuck on gear baffle at any time when shaking rotating handle, fixed hanger rope
Current location；The releasable catch of hanger rope is arranged at hanger rope predetermined length, and hanger rope is connected on upper lift ring and lower lift ring, spiral shell
Nail is each passed through on upper lift ring and lower lift ring to be fastened by nut, by the way that multiple releasable catch are arranged, changes lock releasing position, control
Junk group height of drop processed；
Junk group hangs lift by hanger rope offer, and hanger rope is tied to be detained in suspention, is welded on fixed press strip；It is fixed press strip, more
Layer Weight plate and guide plate with holes are anchored on junk contact by fixed bolt and fixing nut and form junk group；
Guide rod passes through the hole of guide plate with holes to carry out the limit in horizontal plane to junk group, hits examination to control junk group
Test posture when pipeline.
Preferably, the junk contact has in junk contact of different shapes from one group and chooses, and forms plane contact, line
Contact, sphere-contact or cusp contact shape.
The present invention provides a kind of pilot system that is effective and economically realizing the simulation of submarine pipeline junk knockout process, phases
It is had the following advantages than existing technology：
(1) for than ruler submarine pipeline junk bump test, this pilot system effectively can simulate and control different pipes entirely
Support situation under road basic condition includes the soil support and covering of rigid foundation support, suspended span support and different depth
Situation, by nigration tower, the different operating modes in engineering reality are tested in realization.Pass through test tower cone pulley limiting card
Plate, can effectively Control experiment tower safety and stability movement on planned orbit.
(2) the junk knockout process of a variety of contact shapes, including the contact of plane contact, line, sphere-contact, point can be carried out
Point contact etc., and the projected angle of impact of junk in the horizontal plane is effectively controlled by junk whereabouts guide rod, it realizes in horizontal plane not
With the shock simulation test of crash direction.
(3) pilot system is easy to be reliable, it is only necessary to manually carry out mechanically actuated, be not necessarily to electric drive.Junk is promoted and release
Mechanism is simple, convenient, laborsaving, and operating process need to only be completed in experiment tower bottom, without operation of ascending a height, improve experiment process
Accuracy and safety.
Description of the drawings
Fig. 1 is to hit experimental system for simulating agent structure axonometric drawing than ruler submarine pipeline junk entirely；
Fig. 2 is pipeline brace foundation structural schematic diagram in the present invention；
Fig. 3 is test tower cone pulley structure schematic diagram in the present invention；
Fig. 4 is guide rod and to hang a liter structural schematic diagram in the present invention；
Fig. 5 is releasable catch structural schematic diagram in the present invention.
Fig. 6 is lifting spool structure schematic diagram in the present invention.
Fig. 7 is junk group structural schematic diagram in the present invention；
Figure label explanation：
1：Base steel plates；10：Test pipe；11：Test tower guide rail；12：Upper fixed briquetting；13：Soil basis；14：Under
Fixed briquetting；15：Ring-shaped clip；16：Fixed column；17 fix fixture block；
2：Test tower cone pulley；21：Position plate；22：Spoke；23：Wheel rim；24：Wheel shaft；
3：Test tower；
4：Guide rod；41：Guide ring；42：It is oriented to crossbeam；
5：Hanger rope；51：Upper lift ring；52：Screw；53：Lower lift ring；54：Nut；
6：Suspend block in midair；
7：Pulley chunking；71：Fixed pulley；72：Link block；
8：Lift by crane spool；81：Fixed frame；82：Shaft；83：Conventional baffles；84：Gear baffle；85：Strip；86：Rotation
Handle；
9：Junk group；91：Guide plate；92：Fixed bolt；93：Fixing nut；94：Fixed press strip；95：Suspention button；96：
Weight plate；97：Junk contact.
Specific implementation mode
The present invention is described in detail below with reference to the accompanying drawings and embodiments.
As shown in Figure 1, the present invention hits simulation experiment system than ruler submarine pipeline junk entirely, specifically includes one and move
Formula bump test tower, a liter relieving mechanism and its is hung at a set of junk in test battery pipeline support basis.
The system is made of three parts：A part is moveable bump test tower 3, as shown in Figure 1, including top steel
Pylon structure and the test tower cone pulley 2 of lower part four.Test tower cone pulley 2 is born the weight of entire pylon and is tested across at two
On tower guide rail 11, it can be moved along guide rail under artificial push to change the position of test tower 3 to different pipeline supports
Place.The test tower cone pulley 2 is made of the position plate 21 of both sides, spoke 22, steel wheel rim 23 and wheel shaft 24, wherein described
Cone pulley is stuck in 11 both sides of test tower guide rail by position plate 21, to fix the moving direction of cone pulley.
Second part is test pipe brace foundation, including rigid support basis, suspended span brace foundation and soil branch support group
Plinth, as shown in Figure 2.Rigid support basis is made of base steel plates 1, test pipe 10 and four independent fixed fixture blocks 17, examination
10 accumbency of pipeline is tested in base steel plates 1, carries out Horizontal limiting by four fixed fixture blocks 17, the fixed fixture block 17 can be by rubber
The larger material of the frictional properties such as glue, wooden unit makes.In the suspended span brace foundation, test pipe 10 is by upper fixed briquetting 12 and lower solid
Level pressure block 14 compresses limit, and ring-shaped clip 15 blocks the fixed column 16 on fixed briquetting side up and down, prevents pipeline and fixed briquetting
It is detached from.Fixed briquetting 12 and lower fixed briquetting 14 are steel material.Soil is supported, test pipe 10 is embedded in soil
In earth basis 13, different depth is buried according to different experiment demands.
Part III is junk and hangs a liter relieving mechanism.As shown in fig. 7, junk group 9 hangs lift, hanger rope 5 by the offer of hanger rope 5
It ties in suspention button 95, is welded on fixed press strip 94.Fixed press strip 94, multilayer Weight plate 96 and guide plate with holes are by fixing
Stud 92 and fixing nut 93, which are anchored on junk contact 97, forms junk group 9, wherein the junk contact can have not similar shape
Shape can form the different contact shapes such as plane contact, line contact, sphere-contact, cusp contact.Guide rod 4 passes through guide plate
91 hole carries out junk group 9 limit in horizontal plane, to control posture when 9 bump test pipeline 10 of junk group.Guide rod
And hang liter structure and extended from guide ring 41 to both sides as shown in figure 4, being oriented to crossbeam 42, guide rod 4 is connected, the guide ring 41 is outstanding
It is hung on suspention block 6 and can rotate about to different angle.Suspention block is fixed on 3 top of test tower, and lower part is connected with fixed pulley 71.
3 top corners of test tower are provided with another pulley chunking 7, including are fixed on 3 link block 72 of test tower and its underpart fixed pulley
71.Hanger rope 5 is connected to junk group 9 and lifting spool 8 by two fixed pulleys 71 respectively.Shaft 8 is lifted by crane as shown in fig. 6, shaft
82 suspended spans can drive shaft 82 at 81 both ends of fixed frame by rotating handle 86.Conventional baffles 83 and gear baffle 84 are fixed on
Shaft 82,5 one end of hanger rope bolt in shaft 82, rotate tightening with shaft 82 or loosen hanger rope 5.85 one end of strip is articulated with examination
Tower 3 is tested, the other end can be at any time stuck in when shaking rotating handle 86 on gear baffle 83, fixed hanger rope current location.Hanger rope 5 is released
Lock is put as shown in figure 5, being arranged at 5 predetermined length of hanger rope.Hanger rope 5 is connected on upper lift ring 51 and lower lift ring 53, spiral shell
Nail 52 is each passed through two hanging rings, is fastened by nut 54.By the way that multiple releasable catch are arranged, change lock releasing position, it can be with
Effectively 9 height of drop of control junk group.
Illustrate the implementation process for hitting simulation experiment system than ruler submarine pipeline junk entirely below in conjunction with the accompanying drawings：
(1) test pipe 10 is positioned in scheduled experimental basis, is fixed by different positioning attachments, such as schemed
Shown in 2.Above nigration tower 3 to targeted test pipeline 10.Assembled junk group 9, selects junk of different shapes as required
Contact 97 adds the Weight plate 96 of different number, and be tightened stud 92 and fixing nut 93, and guide rod 4 is inserted into guide plate
In 91 hole.It checks the releasable catch on hanger rope 5, ensures that it is in tightening state.Fasten 5 one end of knot hanger rope to suspention button 95, separately
Lifting spool 8 is fixed in one end.It is appropriate to shake rotating handle 86, so that hanger rope 5 is lifted junk group 9 slightly.Finely tune test tower 3
Position, junk contact 97 is placed in right over test pipe 10, guide rod 4 and junk group 9 are adjusted to scheduled by rotation
Deflection angle.
(2) it after the completion of waiting for the above process, shakes rotating handle 86 and rolls hanger rope 5, junk group 9 is promoted to predetermined altitude,
Occurred level face does not rotate guide rod in the process.The releasable catch of corresponding position falls to 8 top of lifting spool in hanger rope 5, stops
Rotating handle 86 is only shaken, blocks gear baffle 84 with strip 85, holding system remains static.
(3) after the completion of waiting for the above process, the connection of screw 52 and nut 54 in releasable catch is unclamped, is pulled out in being buckled from hanging ring
Screw 52 makes upper lift ring be separated with lower lift ring, and the movement of falling object occurs under the effect of gravity for hanging object group 9, along scheduled level
Test pipe 10 below angle bump test tower 3 completes this junk knockout process.
Claims (2)
1. a kind of submarine pipeline junk hits simulation experiment system, including a packaged type bump test tower, test battery pipe
Road brace foundation, a set of junk group and its hangs a liter relieving mechanism, which is characterized in that
Moveable bump test tower, includes four cone pulleys of steel pylon and support tower, and four cone pulleys are tried across at two
It tests on tower guide rail；
Test pipe brace foundation, including three kinds of rigid support basis, suspended span brace foundation and soil brace foundation, rigid support
Basis and suspended span brace foundation are arranged in base steel plates, and rigid support basis includes two groups of fixation fixture blocks, a test pipe
In base steel plates, both ends respectively have one group of fixation fixture block to carry out Horizontal limiting for accumbency；The suspended span brace foundation includes on two groups
Fixed briquetting, lower fixed briquetting and ring-shaped clip, the both ends of test pipe are respectively by fixing briquetting and lower fixed briquetting on one group
Compress limit, ring-shaped clip is preventing test pipe and upper fixed briquetting and lower fixed briquetting to be detached from；Soil is supported, examination
Piping laying is tested in soil basis, different depth is buried according to different experiment demands；
It includes guiding mechanism, hanger rope, hanger rope releasable catch, two fixed pulleys and lifting spool to hang a liter relieving mechanism, and described leads
Include being oriented to crossbeam, guide ring and guide rod to mechanism, be oriented to crossbeam and extended by being oriented to circumferential both sides, connects guide rod, it is described
Guide ring hangs on suspention block and can rotate about to different angle, and suspention block is fixed at the top of test tower, and lower part is connected with the
One fixed pulley；Test tower top corners are provided with pulley chunking, including are fixed on the second of test tower link block and its underpart
Fixed pulley；Hanger rope is connected to junk group and lifting spool by two fixed pulleys respectively；It includes conventional baffles, gear to lift by crane spool
Baffle, shaft, fixed frame, rotating handle and strip, shaft suspended span drive shaft at fixed frame both ends, by rotating handle；It is general
Logical baffle and gear baffle are fixed on shaft, and hanger rope one end bolts in shaft, rotates tightening with shaft or loosens hanger rope；Strip
One end is articulated with test tower, and the other end can be stuck on gear baffle at any time when shaking rotating handle, fixed hanger rope present bit
It sets；The releasable catch of hanger rope is arranged at hanger rope predetermined length, and hanger rope is connected on upper lift ring and lower lift ring, screw difference
It is fastened by nut on upper lift ring and lower lift ring, by the way that multiple releasable catch are arranged, change lock releasing position, control junk
Group height of drop；
Junk group hangs lift by hanger rope offer, and hanger rope is tied to be detained in suspention, is welded on fixed press strip；Fixed press strip, multilayer are matched
Weight plate and guide plate with holes are anchored on junk contact by fixed bolt and fixing nut and form junk group；
Guide rod passes through the hole of guide plate with holes to carry out the limit in horizontal plane to junk group, to control junk group bump test pipe
Posture when road.
2. submarine pipeline junk according to claim 1 hits simulation experiment system, which is characterized in that the junk contact
Have in junk contact of different shapes from one group and choose, forms plane contact, line contact, sphere-contact or cusp and contact shape
Shape.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810338825.2A CN108489699B (en) | 2018-04-16 | 2018-04-16 | A kind of submarine pipeline junk shock simulation experiment system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810338825.2A CN108489699B (en) | 2018-04-16 | 2018-04-16 | A kind of submarine pipeline junk shock simulation experiment system |
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| Publication Number | Publication Date |
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| CN108489699A true CN108489699A (en) | 2018-09-04 |
| CN108489699B CN108489699B (en) | 2019-09-03 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111735597A (en) * | 2020-05-20 | 2020-10-02 | 上海交通大学 | Drop interaction test stand suitable for nuclear power equipment anti-seismic safety inspection |
| CN112113848A (en) * | 2020-09-08 | 2020-12-22 | 天津大学 | Device is applyed to submarine pipeline initial defect |
| CN113532270A (en) * | 2021-05-31 | 2021-10-22 | 天津博迈科海洋工程有限公司 | Attitude detection method for FPSO flare tower installation process |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111735597A (en) * | 2020-05-20 | 2020-10-02 | 上海交通大学 | Drop interaction test stand suitable for nuclear power equipment anti-seismic safety inspection |
| CN111735597B (en) * | 2020-05-20 | 2022-02-25 | 上海交通大学 | Drop interaction test stand suitable for nuclear power equipment anti-seismic safety inspection |
| CN112113848A (en) * | 2020-09-08 | 2020-12-22 | 天津大学 | Device is applyed to submarine pipeline initial defect |
| CN113532270A (en) * | 2021-05-31 | 2021-10-22 | 天津博迈科海洋工程有限公司 | Attitude detection method for FPSO flare tower installation process |
| CN113532270B (en) * | 2021-05-31 | 2022-07-08 | 天津博迈科海洋工程有限公司 | Attitude detection method for FPSO flare tower installation process |
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