CN208347745U - A kind of non-diagenesis gas hydrates lifting device of sea-bottom shallow - Google Patents
A kind of non-diagenesis gas hydrates lifting device of sea-bottom shallow Download PDFInfo
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- CN208347745U CN208347745U CN201820184826.1U CN201820184826U CN208347745U CN 208347745 U CN208347745 U CN 208347745U CN 201820184826 U CN201820184826 U CN 201820184826U CN 208347745 U CN208347745 U CN 208347745U
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- sea
- passageway bridge
- screw
- pump
- runner mouth
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- 150000004677 hydrates Chemical class 0.000 title claims abstract description 24
- 239000007787 solid Substances 0.000 claims abstract description 12
- 239000004576 sand Substances 0.000 claims abstract description 7
- 238000000926 separation method Methods 0.000 claims abstract description 6
- 210000002445 nipple Anatomy 0.000 claims description 14
- 239000013049 sediment Substances 0.000 claims description 6
- 230000008878 coupling Effects 0.000 claims 1
- 238000010168 coupling process Methods 0.000 claims 1
- 238000005859 coupling reaction Methods 0.000 claims 1
- 239000002002 slurry Substances 0.000 abstract description 14
- 239000013535 sea water Substances 0.000 abstract description 5
- 238000012805 post-processing Methods 0.000 abstract description 2
- 238000005086 pumping Methods 0.000 abstract description 2
- 239000007789 gas Substances 0.000 description 18
- 238000000034 method Methods 0.000 description 8
- 238000010586 diagram Methods 0.000 description 5
- 239000000203 mixture Substances 0.000 description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Natural products C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 239000002245 particle Substances 0.000 description 3
- 238000000354 decomposition reaction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000003643 water by type Substances 0.000 description 2
- 239000004215 Carbon black (E152) Substances 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000013000 chemical inhibitor Substances 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 239000013078 crystal Substances 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000007717 exclusion Effects 0.000 description 1
- 239000010419 fine particle Substances 0.000 description 1
- 229930195733 hydrocarbon Natural products 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- -1 methane hydrocarbon Chemical class 0.000 description 1
- 239000003345 natural gas Substances 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 238000005070 sampling Methods 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
Abstract
The utility model discloses a kind of non-diagenesis gas hydrates lifting devices of sea-bottom shallow, for the non-diagenesis gas hydrates lifting of sea-bottom shallow, drill bit beats neck eye well, after reaching predetermined position, start pressure pump, high pressure sea water drives screw motor rotation, and torque and revolving speed are passed to screw pump by universal shaft;Nozzle starts jet crushing, is collected by collection port, secondary crushing device and separator to hydrate, second-time breakage and separation, the sand grains backfill after separating, hydrate slurry give rise to the solid controlling system on ocean platform by screw pump and carry out post-processing.The utility model has the advantage that whole device structure is simple, can effectively realize the broken of the non-diagenesis hydrate of sea-bottom shallow, separation and lifting;Screw pump device is compact-sized, small in size, and suction capacity is strong, smooth running, long working life;Upper passageway bridge and lower passageway bridge dexterously realize the pumping and lifting of seawater and hydrate slurry, save underground space.
Description
Technical field
The present invention relates to exploitation of gas hydrates technical field more particularly to the non-diagenesis gas waters of sea-bottom shallow
Close object lifting device.
Background technique
Gas hydrates are also known as " combustible ice ", by based on methane hydrocarbon gas and water in certain temperature, pressure condition
" cage compound " of lower formation, white crystal structure.Gas hydrates especially ocean hydrate is not yet to open at present
A kind of maximum new energy of the reserves of hair, reserves are equivalent to the energy reserves such as coal known to the whole world, oil and natural gas
Twice, but to realize that the effectively controllable business exploitation of hydrate is the problem that the current whole world faces.
The form that is primarily present of hydrate has sandrock-type, sandstone crack type, particulate crack type and dispersing type, and wherein particulate is split
Gap type and distributed hydrate account for the overwhelming majority.So far, the gas hydrates sample acquired by China sea area is
Non- diagenesis gas hydrates, the gas hydrates overwhelming majority that Global Success obtains also is non-diagenesis gas hydrates.
The non-diagenesis gas hydrates of deep water have the characteristics that reserves it is big, it is weak it is cementing, stability is poor, once the temperature of region, pressure
Power condition changes, it is possible to lead to a large amount of decomposition of the non-diagenesis gas hydrates in seabed, gasify and freely discharge, exist
Potential risks.Voltage drop method, heat injection method, chemical inhibitor method and CO in hydrate tradition recovery method2Replacement exploitation method etc.
Method has carried out Short-Term Producing show-how verifying to polar region sandstone and sea area sandstone reservoir gas hydrates, and safety has
Wait further investigate, and there are also very big distances for individual well test yield distance business exploitation thresholding.Therefore, for being stored in seabed table
The exploitation of deep water shallow-layer, weak cementing gas hydrates then needs to consider a kind of completely new exploitation within several meters to 200 meters of layer
Mode.Zhou Shouwei etc. samples situation according to the sampling of world sea area hydrate and China sea area hydrate, and it is shallow to be put forward for the first time deep water
Layer gas hydrates solid state fluidizing production technique, reduces the possible environmental risk of shallow-layer decomposition of hydrate, reaches green
The purpose controllably exploited.But for after shallow-layer hydrate solid state fluidizing, the collection of mixture slurry, hydrate particle and sand grains
Separation, the lifting of hydrate slurry, there is presently no fairly perfect devices.
Summary of the invention
Aiming at the problems existing in the prior art, the object of the present invention is to provide a kind of non-diagenesis gas waters of sea-bottom shallow
Close object lifting device, including pressure pump, solid controlling system, bimetallic tube, upper passageway bridge, screw motor, lower passageway bridge, universal
Axis, screw pump, nozzle, flaring pipe nipple, collection port, secondary crushing device, helix tube, separator, overflow pipe, sediment outflow eye, drill bit.
High-pressure pump is connected with the annular space of bimetallic tube, and solid controlling system is connected with the inner tube of bimetallic tube;Upper passageway bridge upper end connection
Connect bimetallic tube, lower end screw connection motor;The rotor lower end of screw motor passes through lower passageway bridge, and with universal shaft screw connection
The rotor center axis of pump;Lower passageway bridge upper end screw connection motor, lower end screw connection pump;The outer cylinder of screw pump is disposed with spray
Mouth, screw pump lower end couple with flaring pipe nipple;Secondary crushing device upper end couples with flaring pipe nipple, and lower end couples with separator,
It is disposed with collection port in the outer cylinder of secondary crushing device, and so that mixture slurry is tangentially flowed into separator by helix tube;Separation
Device upper end couples with secondary crushing device, and lower end couples with drill bit, and bit central has sediment outflow eye, the sand sinking port phase with separator
It is logical, the backfill channel as the silt particle isolated;Overflow pipe in separator passes through secondary crushing device center and flaring pipe nipple
Connection, as the overflow ducts of hydrate slurry, makes hydrate slurry enter screw pump, lifts by screw pump, finally pump
It is sent to solid controlling system and carries out post-processing.
The invention has the following advantages that (1) whole device structure is simple, the non-diagenetic water of sea-bottom shallow can be effectively realized
Close the broken of object, separation and lifting;(2) screw pump device is compact-sized, small in size, and suction capacity is strong, smooth running, works the longevity
Life length;(3) passageway bridge and lower passageway bridge dexterously realize the pumping and lifting of seawater and hydrate slurry on, save
Underground space.
Detailed description of the invention
Fig. 1 is the non-diagenesis gas hydrates lifting device schematic diagram of sea-bottom shallow;
In figure, 1- solid controlling system, 2- pressure pump, 3- ocean platform, 4- bimetallic tube, 5- riser pipe, 6- packer, on 7-
Passageway bridge, 8- stator, 9- rotor, 10- screw motor, 11- universal shaft, 12- rotor center axis, 13- stator, 14- rotor,
15- is flared pipe nipple, 16- collection port, 17- helix tube, passageway bridge under 18-, 19- screw pump, 20- nozzle, 21- second-time breakage dress
It sets, 22- overflow pipe, 23- separator, 24- drill bit, 25- sediment outflow eye, 26- sand sinking port.
Fig. 2 is upper passageway bridge upper surface schematic diagram;
In figure, 27- runner mouth I, 28- runner mouth II, 29- runner mouth III.
Fig. 3 is upper passageway bridge A-A diagrammatic cross-section;
In figure, 28- runner mouth II, 30- runner mouth IV, 31- runner mouth VI.
Fig. 4 is upper passageway bridge lower end surface schematic diagram;
In figure, 30- runner mouth IV, 31- runner mouth VI, 32- runner mouth V.
Fig. 5 is upper passageway bridge B-B diagrammatic cross-section;
In figure, 27- runner mouth I, 29- runner mouth III, 32- runner mouth V.
Fig. 6 is lower passageway bridge upper surface schematic diagram;
In figure, the elongation of 33- runner mouth A, 34- runner mouth B, 35- runner mouth C, 36- runner mouth D, 37- screw motor rotor
Part polished rod.
Fig. 7 is lower passageway bridge C-C diagrammatic cross-section;
In figure, 34- runner mouth B, 35- runner mouth C, 37- screw motor rotor elongated portion polished rod, 38- runner mouth E, 39-
Runner mouth H.
Fig. 8 is lower passageway bridge lower end surface schematic diagram;
In figure, 37- screw motor rotor elongated portion polished rod, 38- runner mouth E, 39- runner mouth H, 40- runner mouth F, 41-
Runner mouth G.
Fig. 9 is lower passageway bridge D-D diagrammatic cross-section;
In figure, 33- runner mouth A, 36- runner mouth D, 37- screw motor rotor elongated portion polished rod, 40- runner mouth F, 41-
Runner mouth G.
Specific embodiment
The present invention will be further described with reference to the accompanying drawing, and protection scope of the present invention is not limited to as described below:
As shown in Figure 1, a kind of non-diagenesis gas hydrates lifting device of sea-bottom shallow, including pressure pump 2, solid controlling system
1, riser pipe 5, packer 6, bimetallic tube 4, upper passageway bridge 7, screw motor 10, lower passageway bridge 18, universal shaft 11, screw rod
Pump 19, nozzle 20, flaring pipe nipple 15, collection port 16, secondary crushing device 21, helix tube 17, separator 23, overflow pipe 22, row
Sand holes 25, drill bit 24.
As shown in Figure 1, riser pipe 5 is placed in covering mud layer, packer 6 is used outside riser pipe 5, forms envelope
Space is closed, bimetallic tube 4 can be isolated with seawater.
As shown in Figure 1, the pressure pump 2 on ocean platform 3 is connected with the annular space of bimetallic tube 4, seawater is pumped into annular space, is mentioned
For pressure head needed for lifting technology, the solid controlling system 1 on ocean platform 3 is connected with the inner tube of bimetallic tube 4, and recycling lifting comes up
Hydrate slurry.
As shown in Figure 2-5, the upper end of upper passageway bridge 7 couples bimetallic tube 4, lower end screw connection motor 10, and upper bridge
Runner mouth I 27, the runner mouth III 29 in formula channel 7 are communicated with the annular space of upper end bimetallic tube 4, runner mouth II 28 and upper end bimetallic tube 4
Inner tube communicate, runner mouth IV 30, runner mouth VI 31 are communicated with the annular space outside lower end screw motor 10, runner mouth V 32 and lower end
The inner cavity of screw motor 10 communicates.
As shown in Figure 1, the upper end of screw motor 10 couples with upper passageway bridge 7, lower end couples with lower passageway bridge 18, spiral shell
The stator 8 of bar motor 10 is fixed on inner cylinder, and 9 lower end of rotor extends part polished rod 37 out and passes through lower passageway bridge 18, and with universal
The rotor center axis 12 of 11 screw connection of axis pump 19, passes to screw pump 19 for torque and revolving speed, the power as screw pump 19
Source.
As Figure 6-9, the upper end screw connection motor 10 of lower passageway bridge 18, lower end screw connection pump 19, and under
Runner mouth A33, the runner mouth D36 of passageway bridge 18 are communicated with the annular space outside upper end screw motor 10, runner mouth B34, runner mouth
C35 is communicated with the inner cavity of upper end screw motor 10, and runner mouth E38, runner mouth H39 are communicated with the annular space outside lower end screw pump 19,
Runner mouth F40, runner mouth G41 are communicated with the inner cavity of lower end screw pump 19, and the outer cylinder of screw pump 19 is disposed with nozzle 20, screw pump
19 upper end couples with lower passageway bridge 18, and lower end couples with flaring pipe nipple 15, and the rotor center axis 12 of screw pump 19 is assemblied in
In the hollow rotor 14 of screw pump 19, stator 13 is fixed on inner cylinder.
As shown in Figure 1, the upper end of secondary crushing device 21 couples with flaring pipe nipple 15, lower end couples with separator 23,
The outer cylinder of secondary crushing device 21 is disposed with collection port 16, collects the mixture slurry after being crushed, and secondary crushing device 21 will mix
It closes the bulky grain in slurry and is ground into fine particle, and mixture slurry is tangentially flowed by helix tube 17 by separator 23.
As shown in Figure 1, the upper end of separator 23 couples with secondary crushing device 21, lower end couples with drill bit 24, separator
23 sand sinking port 26 is communicated with the sediment outflow eye 25 at 24 center of drill bit, the backfill channel as the silt particle isolated.
Couple as shown in Figure 1, the overflow pipe 22 in separator 23 passes through 21 center of secondary crushing device with flaring pipe nipple 15,
As the overflow ducts of hydrate slurry, hydrate slurry is made to enter screw pump 19, then the pump of the castering action through screw pump 19
The solid controlling system 1 being sent on ocean platform 3, it is further to be handled.
The above is only a preferred embodiment of the present invention, it should be understood that the present invention is not limited to described herein
Form should not be regarded as an exclusion of other examples, and can be used for other combinations, modifications, and environments, and can be at this
In the text contemplated scope, modifications can be made through the above teachings or related fields of technology or knowledge.And those skilled in the art institute into
Capable modifications and changes do not depart from the spirit and scope of the present invention, then all should be in the protection scope of appended claims of the present invention
It is interior.
Claims (5)
1. a kind of non-diagenesis gas hydrates lifting device of sea-bottom shallow, which is characterized in that the non-diagenesis of the sea-bottom shallow
Gas hydrates lifting device includes pressure pump, solid controlling system, riser pipe, packer, bimetallic tube, upper passageway bridge, spiral shell
Bar motor, lower passageway bridge, universal shaft, screw pump, nozzle, flaring pipe nipple, collection port, secondary crushing device, helix tube, separation
Device, overflow pipe, sediment outflow eye, drill bit;Solid controlling system is connected with the inner tube of bimetallic tube, and pressure pump is connected with the annular space of bimetallic tube;It is double
The lower end of layer pipe couples upper passageway bridge, the lower end screw connection motor of upper passageway bridge, and the lower end of screw motor couples lower bridge
Formula channel, the lower end screw connection pump of lower passageway bridge, the lower end connection flaring pipe nipple of screw pump are flared the lower end connection of pipe nipple
Secondary crushing device, secondary crushing device lower end coupling separator, the overflow pipe in separator pass through secondary crushing device center
Couple with flaring pipe nipple, the sand sinking port of separator is communicated with the sediment outflow eye of bit central.
2. a kind of non-diagenesis gas hydrates lifting device of sea-bottom shallow as described in claim 1, which is characterized in that on
Passageway bridge upper end couples bimetallic tube, lower end screw connection motor, and upper passageway bridge runner mouth I, III and upper end bimetallic tube
Annular space communicate, runner mouth II is communicated with the inner tube of upper end bimetallic tube, runner mouth IV, VI and the annular space phase outside the screw motor of lower end
Logical, runner mouth V is communicated with the inner cavity of lower end screw motor.
3. a kind of non-diagenesis gas hydrates lifting device of sea-bottom shallow as described in claim 1, which is characterized in that spiral shell
Bar motor upper end couples with upper passageway bridge, and lower end couples with lower passageway bridge, and the stator of screw motor is fixed on inner cylinder, rotor
Lower end extends part polished rod out and passes through lower passageway bridge, and the rotor center axis pumped with universal shaft screw connection, by torque and turns
Speed passes to screw pump.
4. a kind of non-diagenesis gas hydrates lifting device of sea-bottom shallow as described in claim 1, which is characterized in that under
Passageway bridge upper end screw connection motor, lower end screw connection pump, and lower passageway bridge runner mouth A, D and upper end screw motor
Outer annular space communicates, and runner mouth B, C is communicated with the inner cavity of upper end screw motor, the annular space outside runner mouth E, H and lower end screw pump
It communicates, runner mouth F, G is communicated with the inner cavity of lower end screw pump.
5. a kind of non-diagenesis gas hydrates lifting device of sea-bottom shallow as described in claim 1, which is characterized in that spiral shell
Bar pump upper end couples with lower passageway bridge, and lower end couples with flaring pipe nipple, and the rotor center axis of screw pump is assemblied in screw pump sky
In the rotor of the heart, stator is fixed on inner cylinder.
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CN201820184826.1U CN208347745U (en) | 2018-02-02 | 2018-02-02 | A kind of non-diagenesis gas hydrates lifting device of sea-bottom shallow |
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CN201820184826.1U CN208347745U (en) | 2018-02-02 | 2018-02-02 | A kind of non-diagenesis gas hydrates lifting device of sea-bottom shallow |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111350487A (en) * | 2020-05-07 | 2020-06-30 | 东北石油大学 | Jet pump-double screw pump same-well injection-production combined lifting system and method |
CN111980670A (en) * | 2020-09-27 | 2020-11-24 | 西南石油大学 | Method for calculating well bottom sand setting amount in marine natural gas hydrate drilling and production process |
CN112324397A (en) * | 2020-12-18 | 2021-02-05 | 福州大学 | Sea natural gas hydrate self-entry type solid fluidization exploitation system and exploitation method |
CN114809995A (en) * | 2021-07-30 | 2022-07-29 | 东北石油大学 | Underground natural gas hydrate exploitation device and method |
-
2018
- 2018-02-02 CN CN201820184826.1U patent/CN208347745U/en not_active Expired - Fee Related
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111350487A (en) * | 2020-05-07 | 2020-06-30 | 东北石油大学 | Jet pump-double screw pump same-well injection-production combined lifting system and method |
CN111980670A (en) * | 2020-09-27 | 2020-11-24 | 西南石油大学 | Method for calculating well bottom sand setting amount in marine natural gas hydrate drilling and production process |
CN111980670B (en) * | 2020-09-27 | 2022-04-15 | 西南石油大学 | Method for calculating well bottom sand setting amount in marine natural gas hydrate drilling and production process |
CN112324397A (en) * | 2020-12-18 | 2021-02-05 | 福州大学 | Sea natural gas hydrate self-entry type solid fluidization exploitation system and exploitation method |
CN112324397B (en) * | 2020-12-18 | 2023-12-22 | 福州大学 | Sea area natural gas hydrate self-entering type solid state fluidization exploitation system and exploitation method |
CN114809995A (en) * | 2021-07-30 | 2022-07-29 | 东北石油大学 | Underground natural gas hydrate exploitation device and method |
CN114809995B (en) * | 2021-07-30 | 2023-04-25 | 东北石油大学 | Downhole natural gas hydrate exploitation device and method |
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CF01 | Termination of patent right due to non-payment of annual fee | ||
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Granted publication date: 20190108 |