CN102124164A - Method for delivering large quantities of under water soil to a reclamation area - Google Patents
Method for delivering large quantities of under water soil to a reclamation area Download PDFInfo
- Publication number
- CN102124164A CN102124164A CN200980131648XA CN200980131648A CN102124164A CN 102124164 A CN102124164 A CN 102124164A CN 200980131648X A CN200980131648X A CN 200980131648XA CN 200980131648 A CN200980131648 A CN 200980131648A CN 102124164 A CN102124164 A CN 102124164A
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- Prior art keywords
- soil
- ships
- transport
- dredging
- reclamation district
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F1/00—General working methods with dredgers or soil-shifting machines
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/88—Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/28—Dredgers or soil-shifting machines for special purposes for cleaning watercourses or other ways
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Treatment Of Sludge (AREA)
- Processing Of Solid Wastes (AREA)
- Underground Or Underwater Handling Of Building Materials (AREA)
Abstract
The invention relates to a method for delivering large quantities of under water soil and/or ore bearing soil from long-distance borrow areas to a reclamation site. The method comprises the steps of mooring at least one seagoing transport vessel (1) with a size considerably larger than the size of a dredging vessel (3) and adapted to receive a large quantity of soil in the vicinity of the at least one borrow area, providing at least one dredging vessel that dredges soil at the at least one borrow area and transports it to the transport vessel, loading the soil into a buffering vessel (4) or into the transport vessel (1) directly, transporting the soil in a transportable state to the long distance reclamation site with the aid of the transport vessel, mooring the transport vessel in the reclamation site, and unloading the soil from the transport vessel to the reclamation site.
Description
Technical field
The present invention relates to a kind of method that is used for a large amount of soil under water being sent to reclamation district and/or disposal site from the borrow.The invention particularly relates to a kind of method that is used for a large amount of sands under water being sent to reclamation district and/or disposal site from the borrow.The invention still further relates to a kind of being used for is sent to the gather method of a large amount of mineral of reclamation district and/or disposal site by will contain the ore deposit sand from the borrow.
Background technology
Much local in the world, buildable soil is all inadequate.For example Singapore and periphery thereof, fortunately be that Singapore is surrounded by extremely wide ocean.In such place, often come from recovery soil, ocean by supply with soil to a part of ocean to be built.This needs a large amount of soil of deposition usually, thereby needs to seek and locate big soil deposit.In general, enough soil deposits appear in abyss, bay, straits and the ocean on every side, reclamation district.Dredge soil with traditional approach then.Utilize traditional dredging mode, need near the reclamation district, locate big soil or sand deposition (borrow).But locate enough sand depositions with traditional dredging method and system and become more and more difficult.In addition, these borrows are more farther apart from seashore than the past, increased operating cost.
The dredging of soil bottom is undertaken by sucking dredging usually under the traditional water.In sucking dredging operation, canonical system is made of the inlet that swims in the dredging barge on the water surface and be positioned at the pump intake system of barge below, and described pump intake system is allowed pumping and removed the mud that is formed by subsoil material and water.Loose soil material mud is generally delivered to the storage area of barge by catheter pump.When dredging soil, usually must be with the extremely suitable place of pipeline transportation of soil via several kms.Place, stock ground far away generally needs several operation boats and ships, be used for the booster pump of the costliness in dredging matter transportation to a place and other carrying are used to form from the apogee to the boats and ships of the pipeline of the conduit that deposits the place.These apparatus operating and deployment do not expect to limit the flow process of being utilized, unless imperative.
The prior art method is sent to the reclamation district by transporting soil on land and it being poured in the ocean with soil.Another known method is dredged soil under water near being included in the reclamation district, and is sent to the reclamation district by means of the dredging barge.
Though verified this known method is reliable, and is very suitable for transmitting soil in most projects of cultivation,, can further improve, especially when the amount of required soil is very big.
Summary of the invention
The purpose of this invention is to provide a kind of improved method that is used for a large amount of soil under water being sent to the reclamation district, especially transmit the method for soil in enormous quantities from the borrow.
The present invention provides the method that is used for from remote borrow a large amount of soil under water being sent to the reclamation district in addition, it comprises the following steps: near at least one size of mooring oceangoing voyage ships that transport more much bigger than the size of dredging vessel at least one borrow, and described oceangoing voyage ships that transport is suitable for receiving a large amount of soil; At least one dredging vessel is provided, and it dredges soil in described at least one borrow, and is transported on the ships that transport, and soil is loaded in the ships that transport; By means of ships that transport, soil is transported to remote reclamation district; At reclamation district mooring ships that transport; With soil is unloaded to the reclamation district from ships that transport.Allow a large amount of soil are sent to the reclamation district according to method of the present invention than the much lower cost known to so far.The soil amount that refers in a large number in the context of the invention surpasses 10,000,000 m
3Annual (10
7m
3), more preferably surpass 1.5 thousand ten thousand m
3Every year, also preferred 20,000,000 m that surpass
3In every year, most preferably surpass 2.5 thousand ten thousand m
3Annual.This tittle all is unprecedented in this area.This tittle relates to soil and arrives soil mud (mixture of grogs and water).
In the method for the invention, the size of ships that transport is more much bigger than the typical sizes of dredging vessel or barge, and is suitable for receiving a large amount of soil.The preferred size of ships that transport is 50000DWT (DWT refers to deadweight capacity) at least, more preferably 100000DWT at least, preferred 150000DWT at least also, most preferably 200000DWT or bigger at least.Fit closely ships that transport comprises modification Capesize boats and ships and Panamax boats and ships, and these boats and ships all are used for from a major port loading traditionally to another harbour.The VLCC (very large crude carriers) that another kind method is to use purposes to change.Such ships that transport is changed into and is received a large amount of soil mud, is understandable that, because the water yield in the mud, this mud has high proportion, and has brought stability problem.Improvements preferably include to ships that transport wing tank are provided.Wing tank provides necessary buoyancy or buoyancy for ships that transport.Cavity width between the opposing sidewalls of wing tank can arrive the width of cabin greatly, exchanges buoyancy for thereby sacrifice storage volume.Surprisingly, concerning the scheme of a large amount of as mentioned above soil of remote transmission, this sacrifice still be can yet be regarded as economical.
Can come transport point dredging soil with a ships that transport.But, drive several boats and ships usually, form so-called series.For the conventional method of only using dredging vessel, but the freight volume of the soil of dredging is approximately 400 ten thousand m every year
3, even have only 300 ten thousand m
3, depend on the distance that to cover.Transport in the preferred embodiment of soil at state, allow annual transportation soil up to 2,000 ten thousand m according to method of the present invention with humidity
3This embodiment will be further described below.
Another one advantage according to method of the present invention is that the soil of any in fact needed quality can be sent to the reclamation district.And known method depends near the soil quality that exists the reclamation district, and is perhaps very expensive.Needed soil quality can for example be represented with the term size distribution.Generally speaking, soil is meticulous more, and its quality is good more.Also can use other quality metrics known to those of ordinary skills.
The defective of known method is, in order to adapt to required soil transfer rate, may need many dredgers near the reclamation district, so this makes dredging vessel crowded.This needs to coordinate in detail and dispose.In addition, the situation in this place also needs extra safety measure.There is not this defective according to method of the present invention.
Be particularly suited for being sent to the reclamation district at a distance according to method of the present invention from the borrow with soil.Preferred at a distance for the single distance to go surpasses 500 kilometers, more preferably the single distance to go surpasses 1000 kilometers, most preferably is 1500 kilometers of single distance to go.
In another aspect of this invention, this method comprises: at least one borrow dredging soil; Dredger with by means of suitable its purposes is transported to ships that transport.Preferred dredger comprises cutter suction dredger and/or drag suction dredger.
In the further embodiment according to method of the present invention, the soil of dredging was dried to the water content (also being called as dry type embodiment) within the permissible transportation humidity boundary concerning doing boats and ships in bulk before being loaded onto ships that transport.Permissible transportation humidity boundary comprises water content less than 20% of dredging soil gross weight, preferably less than 15% of dredging soil gross weight.In the preferred embodiment according to method of the present invention, water content is preferably carried out drying by before institute dredging soil is loaded into ships that transport it being loaded at least one the buffering boats and ships.
In another aspect of the present invention, comprise according to method of the present invention: from ships that transport with soil by machines be unloaded to the reclamation district, suitable by crane or by any other devices that from the cabin of ships that transport, excavate and promote soil.In the dry type embodiment of this method, especially preferably like this.
In another embodiment again according to method of the present invention, dredging vessel comprises drag suction dredger.When using this drag suction dredger, preferably include according to method of the present invention and to have the load units that is used for the soil of dredging and the drag suction dredger that is used for the overflow mechanism of superfluous water, overflow mechanism is arranged so that the soil of dredging had 20% water content greater than dredging soil gross weight before being loaded into ships that transport, more preferably dredge the soil gross weight 20 to 35% between.More preferably, the water content of the soil of dredging before being loaded into ships that transport dredging soil gross weight 25 to 30% between (being also referred to as wet type embodiment).
In another preferred embodiment again according to method of the present invention, hydraulically carry out the unloading of soil from the ships that transport to the reclamation district by pump, described pump is provided with high-pressure spray, makes the soil fluidisation before being taken away in the ships that transport.In the wet type embodiment of this method, especially preferably like this.
Can be used for valuably transmitting in a large number soil under water according to method of the present invention, especially transmit sand from remote borrow to the reclamation district.In a further advantageous embodiment, be used for dredging and transmitting the sand under water that contains mineral in a large number according to method of the present invention.
Description of drawings
Referring now to following accompanying drawing, the present invention is described in further detail, still, following accompanying drawing is not limited to this detailed description.In the accompanying drawings:
Fig. 1 has illustrated the ships that transport that is used for according to first embodiment of method of the present invention with schematic diagram;
Fig. 2 shows the combination perspective schematic view of ships that transport and dredging barge, and they are generally used for first embodiment of the inventive method;
Fig. 3 has illustrated the phantom drawing that cushions the combination of boats and ships and ships that transport with schematic diagram, and they are generally used for first embodiment of the inventive method;
Fig. 4 has illustrated two ships that transports that are used for according to first embodiment of method of the present invention with schematic diagram;
Fig. 5 shows the schematic elevational view that is used for according to the uninstalling system of first embodiment of method of the present invention;
Fig. 6 shows the perspective schematic view that the reclamation district of soil is provided by first embodiment of the inventive method;
Fig. 7 has illustrated the ships that transport that is used for according to second embodiment of method of the present invention with schematic diagram;
Fig. 8 shows the perspective schematic view of ships that transport and dredging barge, and they are generally used for second embodiment of the inventive method;
Fig. 9 shows ships that transport and the perspective schematic view of dredging barge when loading ships that transport, and they are carried out at second embodiment of the inventive method usually;
Figure 10 has illustrated the loading condition that is used for according to the ships that transport of second embodiment of method of the present invention with schematic diagram; At last
Figure 11 shows the schematic elevational view that is used for according to the uninstalling system of second embodiment of method of the present invention.
The specific embodiment
With reference to Fig. 1, show the ships that transport 1 that is used for according to the first embodiment of the present invention.The size of ships that transport 1 is more much bigger than the general size of dredging vessel or barge, and is suitable for receiving a large amount of soil in cabin 2, shows the covering state in the drawings.The preferred size of ships that transport 1 is 50000DWT (DWT refers to deadweight capacity) at least, more preferably 100000DWT at least, further preferred 150000DWT at least, most preferably 200000DWT or bigger at least.In order to deliver in a large number to soil that very large amount is dredged (or institute's dredging mud), ships that transport 1 is equipped with wing tank and center cargo tank (not shown).Wing tank is preferably ships that transport necessary buoyancy is provided, with stability of strutting system.Further, ships that transport 1 preferably is provided with the reinforcement to cabin 2, so as to keep being generally abrasive particle, density is approximately 2 and rams the loose soil with a stone-roller after sowing/m
3Soil mud.Boats and ships 1 further also are provided with the pipeline that leads to different cabins 2 on arc male part and the deck.Cabin 2 also further is provided with overflow system and diffusion pipeline.
With reference to Fig. 2, be used for transmitting a large amount of soil under water are included near at least one oceangoing voyage ships that transport 1 of the mooring borrow to the method for reclamation district step from remote borrow.In according to method of the present invention, a dredging vessel 3 (also can be many) is used for collecting soil under water.In the method for the invention, at least one dredging vessel 3 is set dredges soil under water in the borrow, and preferably be transported to ships that transport 1, then soil is loaded in the ships that transport, up to reaching desirable work loading height by pipeline 5.Dredging vessel 3 can be any dredger that is suitable for its purposes.Dredging soil then betransported the remote reclamation district that arrives of boats and ships 1 transportation.
In Fig. 2-7, shown first embodiment according to the inventive method.As shown in Figure 2, present embodiment is included in borrow dredging soil and is transported to buffering boats and ships 4 by means of cutter suction dredger 3 well known in the prior art.Cutter suction dredger 3 is anchored in ground, and is provided with rotating cutter head, and described rotating cutter head alternately drags from the larboard to the starboard in the seabed when operation, and like this, processing more or less is the soil path of annular.The soil of dredging is transported to buffering boats and ships 4 by pipeline 5, cushions boats and ships 4 in this embodiment and is the Capesize bulk ship of about 250000DWT, and described pipeline 5 preferably floats on the surface.Buffering boats and ships 4 are used for water content with dredging soil and are dried to and are lower than the about 20% of the soil gross weight of dredging, more preferably less than 15%.For example, can water be drained under action of gravity,, realize dry perhaps by on the base plate of buffering boats and ships, offering the perforation that is suitable for allowing water pass through but can keeps soil particle by soil mud is stored on the aperture plate.The buffering boats and ships can also be provided with reinforcement to cabin, so that keep abrasive particle and quite heavy soil mud, and are provided with the pipeline that leads to different cabins on arc male part and the deck.Cabin also further is provided with overflow system and diffusion pipeline.
As shown in Figure 3, in the next procedure of first embodiment, the soil 7 that has been dried is sent to the cabin 2 of ships that transport from the cabin 6 of buffering boats and ships 4 in buffering boats and ships 4.From buffering boats and ships 4 with dry soil 7 be sent to ships that transport 1 can be by crane or by any other soil is excavated from the cabin of boats and ships and promotes the device that comes out mechanically carry out, as what arrow schematically showed among the figure.
At the next procedure of this method, but then with dry soil under its travel position (meaning is within the indicated water content ranges), be transported to remote reclamation district by ships that transport.Transportation is convenient to carry out back and forth, and thus, the ships that transport 1a navigation of filling is in leading to the way of reclamation district, and empty ships that transport 1b then turns back to the borrow and collects the soil of dredging, and is schematically shown as Fig. 4.
Arrive the reclamation district or in its vicinity the time, ships that transport is along pier mooring, perhaps with any other suitable manner anchoring.The unloading of soil from ships that transport 1 to the reclamation district can be carried out in some kinds of modes.In the present embodiment of this method, wherein the water content of institute's dredging mud is lower, by crane, for example crane 8 shown in Figure 5 mechanically carry out soil from ships that transport 1 directly to the reclamation district, to land or to the unloading of another (less) boats and ships.The crane that is fit to this operation be 50 tons of SWL, at a high speed, heavily loaded clamshell crane.Mud is sent to a buffer cell by crane 8,, makes slurry fluidization by injecting water here.Fluidised mud preferably directly is pumped to the reclamation district via pipeline 9, as shown in Figure 6.
With reference to Fig. 7, show the ships that transport 10 that is used for second embodiment of the invention.The size of ships that transport 10 is more much bigger than the general size of dredging vessel or barge equally, and is suitable for receiving a large amount of soil in cabin 20, shows the covering state of cabin in the drawings.The boats and ships 10 that are fit to are the VLCC (very large crude carrier) of about 350000DWT.In order to deliver in a large number to soil that very large amount is dredged (or institute's dredging mud), ships that transport 10 is equipped with wing tank and center cargo tank (not shown), and is equipped with the reinforcement to cabin 20.
With reference to Fig. 8, the method that is used for from a large amount of soil under water of remote borrow transmission to the reclamation district comprises the following steps: near mooring ships that transport 10 borrow, with utilize dredging vessel 30 (also can be many) to collect soil under water, dredging vessel is a drag suction dredger in the present embodiment.Drag suction dredger 30 is dredged soil under water, and transports it on the ships that transport 10, as shown in Figure 9 by pipeline 50.In the present embodiment, dredging vessel comprises the load units that is used for the soil of dredging, described load units has the overflow mechanism that is used for superfluous water, overflow mechanism be arranged so that the soil of dredging before being loaded into ships that transport 10, have 20% water content greater than dredging soil gross weight.This make the soil of dredging can directly be transported in the cabin 20 of ships that transport 10 by pipeline 50.
At the next procedure of this method, but with humidity the soil of dredging under this travel position (meaning is within this indicated water content ranges), be transported to remote reclamation district by ships that transport 10, as shown in figure 10.Arrive the reclamation district or in its vicinity the time, ships that transport is along pier mooring, perhaps with any other suitable manner anchoring, and unloading then.In the present embodiment, the unloading of soil from ships that transport 10 to the reclamation district preferably carried out in the mode of hydraulic pressure by one or several pump, as shown in figure 11.In this embodiment, ships that transport 10 is moored on transhipment ship 11, floating drum or the similar item.Transhipment ship 11 is provided with the arm 12 of the cabin 20 that can enter ships that transport 10.Hydraulic pressure or driven by power dredge pump 13 are installed on arm 12.Described pump is connected in some pipelines 14, the suction nozzle that described pipeline 14 is located such that them in the cabin 20 that is present in ships that transport 10 dredge in the soil or near dredging soil.Arm 12 preferably is provided with a plurality of high-pressure spray (not shown)s, is used near the soil fluidisation of dredging that makes suction nozzle.Because initial moisture content and fluidised combination, institute's soil of dredge is drunk up by pipeline 14 at an easy rate and directly is transported to the reclamation district, is transported to land or is transported to another (less) boats and ships so that further the transportation by pipeline 15.
In another preferred embodiment, be used for dredging and transmitting the sand under water that contains mineral in a large number according to method of the present invention.As everyone knows, a large amount of mineral such as copper, iron, manganese etc., are present in the big sand dam, but owing to lack suitable technique, such sand bar is exploitation never.Therefore, also be particularly useful for exploiting such ore in sand form dam that contains according to method of the present invention.
Claims (10)
1. one kind is used for inciting somebody to action the method that a large amount of soil under water are sent to reclamation district and/or disposal site from remote (the single distance to go is above 500 kilometers) borrow, it comprises the following steps: near at least one size of mooring oceangoing voyage ships that transport more much bigger than the size of dredging vessel at least one borrow, and described oceangoing voyage ships that transport is suitable for receiving a large amount of soil; At least one dredging vessel is provided, and this dredging vessel is dredged soil at least one borrow, and soil is transported on this at least one ships that transport; Soil is loaded in the ships that transport; But the soil that will be in travel position is transported to remote reclamation district and/or disposal site; In this reclamation district and/or disposal site mooring ships that transport; Soil is unloaded to this reclamation district and/or disposal site from ships that transport.
2. the method for claim 1, wherein dredging vessel comprises the dredger that is fit to its purposes, for example cutter suction dredger and/or drag suction dredger.
3. method as claimed in claim 1 or 2, wherein, the soil of dredging was dried to water content less than 15% of dredging soil gross weight before being loaded into ships that transport.
4. method as claimed in claim 3 wherein, was loaded into them at least one buffering boats and ships before institute dredging soil is loaded into ships that transport and carries out drying.
5. as claim 3 or 4 described methods, wherein, carry out the unloading of soil from the ships that transport to the reclamation district by crane or by any other the excavation from the cargo hold of ships that transport and the device for mechanical ground of lifting soil.
6. method as claimed in claim 1 or 2, wherein, dredging vessel comprises the load units that is used for the soil of dredging, described load units has the overflow mechanism that is used for superfluous water, and overflow mechanism is arranged so that the soil of dredging had 20% water content greater than dredging soil gross weight before being loaded into ships that transport.
7. method as claimed in claim 6, wherein, the soil of dredging before being loaded into ships that transport, have dredging soil gross weight 20% to 35% between water content.
8. as right claim 6 or 7 described methods, wherein, dredging vessel comprises drag suction dredger.
9. the arbitrary described method of claim 6-8 as described above wherein, is hydraulically carried out the unloading of soil from the ships that transport to the reclamation district by pump, and described pump is provided with high-pressure spray, makes the soil fluidisation before being taken away in the ships that transport.
10. the described method of arbitrary as described above claim, wherein, soil comprises mineral under water.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| EP08159701.5 | 2008-07-04 | ||
| EP08159701.5A EP2141288B2 (en) | 2008-07-04 | 2008-07-04 | Method for delivering large quantities of under water soil to a reclamation area |
| PCT/EP2009/058348 WO2010000813A1 (en) | 2008-07-04 | 2009-07-02 | Method for delivering large quantities of under water soil to a reclamation area |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102124164A true CN102124164A (en) | 2011-07-13 |
| CN102124164B CN102124164B (en) | 2012-11-14 |
Family
ID=39873958
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200980131648XA Active CN102124164B (en) | 2008-07-04 | 2009-07-02 | Method for delivering large quantities of under water soil to a reclamation area |
Country Status (11)
| Country | Link |
|---|---|
| EP (1) | EP2141288B2 (en) |
| KR (2) | KR20110056483A (en) |
| CN (1) | CN102124164B (en) |
| AR (1) | AR073181A1 (en) |
| AT (1) | ATE524616T1 (en) |
| GE (1) | GEP20135736B (en) |
| MY (1) | MY153775A (en) |
| RU (1) | RU2011103902A (en) |
| TW (1) | TWI541411B (en) |
| UA (1) | UA104295C2 (en) |
| WO (1) | WO2010000813A1 (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102220774A (en) * | 2011-03-21 | 2011-10-19 | 吴平平 | Reamer suction device used for cutter suction dredger |
| CN102943959B (en) * | 2012-07-16 | 2015-04-22 | 上海航盛船舶设计有限公司 | Method for filling liquefied natural gas into multiple cutter-suction dredgers in operation place |
| BE1024140B1 (en) * | 2013-11-06 | 2017-11-17 | Baggerwerken Decloedt En Zoon | CUTTER FOR THE DRAWING OF AN UNDERWATER BOTTOM AND INCREDIBLE METHOD |
| DE102017103437B4 (en) | 2017-02-20 | 2021-10-07 | Werner Möbius Engineering GmbH | Process for the treatment and disposal of dredged material from a port region |
| KR102210694B1 (en) | 2019-08-14 | 2021-02-03 | 현대건설주식회사 | Reclaming Apparatus using Rotating Disc slinging device |
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| DE3150993A1 (en) * | 1981-12-23 | 1983-06-30 | Ed. Züblin AG, 7000 Stuttgart | METHOD FOR THE DISPOSAL OF FLOWING AND STANDING WATERS OF FINE-GRAINED SEDIMENTS |
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| AU7573998A (en) * | 1997-05-15 | 1998-12-08 | Edcd East, Lc | Solidification and stabilization of dredged materials |
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| DE10119857C1 (en) | 2001-04-24 | 2002-10-31 | Luebecker Maschb Gmbh | Cargo ship used as suction dredger for transporting rocks and ores comprises goods chambers in ship body, longitudinal drive bodies, side suction pipe, and pump |
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-
2008
- 2008-07-04 AT AT08159701T patent/ATE524616T1/en not_active IP Right Cessation
- 2008-07-04 EP EP08159701.5A patent/EP2141288B2/en active Active
-
2009
- 2009-06-25 TW TW098121323A patent/TWI541411B/en active
- 2009-07-02 WO PCT/EP2009/058348 patent/WO2010000813A1/en active Application Filing
- 2009-07-02 GE GEAP200912083A patent/GEP20135736B/en unknown
- 2009-07-02 RU RU2011103902/03A patent/RU2011103902A/en unknown
- 2009-07-02 AR ARP090102475A patent/AR073181A1/en active IP Right Grant
- 2009-07-02 KR KR1020117002724A patent/KR20110056483A/en active Search and Examination
- 2009-07-02 UA UAA201101222A patent/UA104295C2/en unknown
- 2009-07-02 MY MYPI2010006246A patent/MY153775A/en unknown
- 2009-07-02 CN CN200980131648XA patent/CN102124164B/en active Active
- 2009-07-02 KR KR1020167024950A patent/KR20160119847A/en not_active Application Discontinuation
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|---|---|
| WO2010000813A1 (en) | 2010-01-07 |
| KR20110056483A (en) | 2011-05-30 |
| EP2141288B2 (en) | 2023-08-16 |
| EP2141288B1 (en) | 2011-09-14 |
| CN102124164B (en) | 2012-11-14 |
| EP2141288A1 (en) | 2010-01-06 |
| ATE524616T1 (en) | 2011-09-15 |
| TW201006987A (en) | 2010-02-16 |
| TWI541411B (en) | 2016-07-11 |
| KR20160119847A (en) | 2016-10-14 |
| MY153775A (en) | 2015-03-13 |
| UA104295C2 (en) | 2014-01-27 |
| RU2011103902A (en) | 2012-08-10 |
| AR073181A1 (en) | 2010-10-20 |
| GEP20135736B (en) | 2013-01-25 |
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