WO2014060234A2 - Verfahren und vorrichtung zum abfördern von abraum im tunnelvortrieb - Google Patents
Verfahren und vorrichtung zum abfördern von abraum im tunnelvortrieb Download PDFInfo
- Publication number
- WO2014060234A2 WO2014060234A2 PCT/EP2013/070839 EP2013070839W WO2014060234A2 WO 2014060234 A2 WO2014060234 A2 WO 2014060234A2 EP 2013070839 W EP2013070839 W EP 2013070839W WO 2014060234 A2 WO2014060234 A2 WO 2014060234A2
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- opening
- propulsion
- space
- overburden
- liquid
- Prior art date
Links
- 238000000034 method Methods 0.000 title claims abstract description 13
- 239000007788 liquid Substances 0.000 claims description 8
- 230000007704 transition Effects 0.000 claims description 7
- 230000005641 tunneling Effects 0.000 claims description 7
- 238000005406 washing Methods 0.000 claims description 5
- 238000000926 separation method Methods 0.000 claims 1
- 239000012530 fluid Substances 0.000 abstract description 3
- 208000028659 discharge Diseases 0.000 description 13
- 239000000463 material Substances 0.000 description 8
- 238000009412 basement excavation Methods 0.000 description 5
- 230000004048 modification Effects 0.000 description 5
- 238000012986 modification Methods 0.000 description 5
- 238000011010 flushing procedure Methods 0.000 description 3
- 238000007599 discharging Methods 0.000 description 2
- NMFHJNAPXOMSRX-PUPDPRJKSA-N [(1r)-3-(3,4-dimethoxyphenyl)-1-[3-(2-morpholin-4-ylethoxy)phenyl]propyl] (2s)-1-[(2s)-2-(3,4,5-trimethoxyphenyl)butanoyl]piperidine-2-carboxylate Chemical compound C([C@@H](OC(=O)[C@@H]1CCCCN1C(=O)[C@@H](CC)C=1C=C(OC)C(OC)=C(OC)C=1)C=1C=C(OCCN2CCOCC2)C=CC=1)CC1=CC=C(OC)C(OC)=C1 NMFHJNAPXOMSRX-PUPDPRJKSA-N 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000009849 deactivation Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 239000002516 radical scavenger Substances 0.000 description 1
- 230000002000 scavenging effect Effects 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/12—Devices for removing or hauling away excavated material or spoil; Working or loading platforms
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/12—Devices for removing or hauling away excavated material or spoil; Working or loading platforms
- E21D9/124—Helical conveying means therefor
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/06—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
- E21D9/0642—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining the shield having means for additional processing at the front end
- E21D9/065—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining the shield having means for additional processing at the front end with devices for provisionally supporting the front face
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/12—Devices for removing or hauling away excavated material or spoil; Working or loading platforms
- E21D9/13—Devices for removing or hauling away excavated material or spoil; Working or loading platforms using hydraulic or pneumatic conveying means
Definitions
- the invention relates to a method for conveying out overburden in tunneling.
- the invention further relates to a device for conveying out overburden in tunneling according to the preamble of patent claim 4.
- a discharge device which has a conveying screw unit arranged in a casing.
- a space-side first opening and a space-distant second opening are introduced in the shell.
- the openings are to be opened or closed by means of selectively operable closures.
- a device for dischargingBased Mondem spoil which is adapted to maintain a back pressure in the shell.
- the space-side first opening is opened, the removal space distant second opening is closed and the discharge device is au ßer operation.
- the invention has for its object to provide a method and apparatus for discharging overburden in tunneling, which are characterized by a little prone to failure and wear ßarmen operation.
- This object is achieved in a method for conveying out overburden in tunneling with the features of claim 1.
- This object is achieved according to the invention in a device of the type mentioned above with the characterizing features of claim 4.
- FIG. 1 is an illustrative side view of an embodiment of a device according to the invention with a Tun- nelvortriebsmaschine in the earth pressure propelled propulsion,
- FIG. 3 is a vivid side view of the embodiment of FIG. 1 in a liquid-supported propulsion
- FIG. 6 is a sectional view along the line Vl-Vl the embodiment of FIG. 5,
- FIG. 7 is a vivid side view of the embodiment of FIG. 5 in a liquid-supported propulsion
- Fig. 8 in a vivid side view of the embodiment of FIG. 5 at a discontinuous discharge operation in a first operating state
- FIG. 9 shows an illustrative side view of the exemplary embodiment according to FIG. 5 during the discontinuous discharge operation in a second operating state.
- Fig. 1 shows in an illustrative side view of a tunnel boring machine, which is equipped with an embodiment of a device according to the invention for the removal of overburden and operated according to the inventive method.
- the Tuning nelvortriebsmaschine according to FIG. 1 has a stocked with mining tools 1 cutting wheel 2, which is driven with a cutting wheel 3 for rotation.
- a working space 4 located in the direction of advancement of the cutting wheel 2, in the case of the earth pressure-supported propulsion shown in FIG. 1, also EPB operation, filled with abradable debris as well as with a shield flushing liquid supply line 5 at an opened excavation space slide 6 as required supplied shield scavenging fluid.
- an overcurrent line 7 which is also in communication with a space enclosed by the cutter wheel 3 buffer space 8.
- the connection between the working space 4 and the buffer space 8 via the overflow line 7 can be closed with an overflow line slide 9 or opened if necessary in order to maintain pressure conditions in the work area 4 adapted for EPB operation.
- annular space 110 In the driving direction on the back of the working space 4 there is an annular space 110, into which a branch 11 of the shielding liquid feed line 5 opens, the branch 11 being closable via an annular space slide 1 2.
- the tunnel boring machine according to FIG. 1 has jacking cylinders 1 3 with which the cutting wheel 2 and a shield 1 4 with segments 1 5 are displaceable in the advancing direction as an abutment.
- the segments 1 5 in turn are via a Tübbingzu GmbH 1 6 and a Tübbingpositionierillon 1 7 for lining a tunnel wall built-in.
- the tunnel boring machine according to FIG. 1 is equipped with a discharge device 18 as a device for removing overburden, which in the exemplary embodiment shown in FIG.
- main conveyor screw 1 9 formed with a core is surrounded by a main screw conveyor tube 20 and encapsulated by a projecting into the working space 4 open end through the annular space 1 0 against the advancing direction of the cutting wheel 2 extends away.
- the main screw conveyor 1 9 is driven with a main screw drive 21 in two directions of rotation for rotation, in one direction of rotation in the excavation space 4 existing overburden together with in particular by the Schild Whystattkeitszu slaughterhouse and optionally with other surcharges from the excavation space 4 against the advancing direction can be conveyed.
- a main screw conveyor outlet 22 is present as a first opening in the main screw conveyor tube 20, which can optionally be closed by means of a main screw outlet valve slide 23 as a first closure.
- a cross conveyor 24 is arranged, with the exiting from the Haupt basicschneckenauslass 22 Abzu Harmonden Abraum having material transversely to the advancing direction and a transportable against the advancing direction
- Nach13rrienband 25 can be transferred, which in turn is movable together with a trailer 26 in the advancing direction.
- the main screw conveyor casing tube 20 is closed in the discharge direction behind the main screw conveyor outlet 22 with a transition opening plug valve 27 as a second closure, with which a transition opening passage 28 formed by the cross section of the main screw conveyor tube 20 can be closed as a second opening is, so that in the discharge direction to the main screw conveyor 20 subsequent Nachförraum
- the worm jacket tube 29 with a subsequent feed auger 31, which is rotatably mounted on a replenishment worm drive 30 and which likewise forms part of the removal device 18, is deactivated in a fluid-mechanical manner.
- the Nach thoroughlyschneckenhüllrohr 29 opens with its the main screw conveyor tube 20 opposite end via a Nach constitutionalschneckenauslass 32 in a cistern 33 enclosed washing compartment 34 a Abtransportiser, in the continue with Spülillonkeit act upon Spülkasten Kunststoffillonkeitszu- lead lines 35.
- a forceps crusher 36 is arranged, with which, as explained in more detail below, in the cistern 33 conveyed coarse ingredients are comminuted.
- a delivery line suction nozzle 37 of the removal unit which is connected to a delivery pump 38 of the removal unit, with which in turn in the cistern 33 conveyed, relatively low-viscosity and only relatively small-grain components having material from the cistern 33 is sucked.
- the feed pump 38 that can be driven via a feed pump drive 39, relatively thin-bodied material present in the wash tub 34 can be introduced into a discharge line arrangement 40 of the removal unit.
- FIG. 2 shows in a sectional view along the line I-I I the exemplary embodiment according to FIG. 1 with a view in the direction of advance. From FIG. 2 it can be seen that due to the arrangement of the cross conveyor belt 24 lying transversely with respect to the advancing direction or the discharge direction, a free space is created below the main conveyor screw tube 20.
- FIG. 3 shows in an illustrative side view the arrangement according to FIG. 1 in a liquid-supported propulsion, in which, on the one hand, the working space slide 6, the overflow line slide 9 and the annular space slide 1 2 are opened in order to maintain the liquid supply required for the liquid-supported propulsion and the corresponding pressure conditions in the working space 4 and in the buffer space 8.
- the main auger outlet shutters 23 are closed and the transition port permitting shutter 27 is opened, so that the transition opening passage 28 between the main auger tube 20 and the auger tube 29 is now opened and separated from the main auger 1 9 conveyed,
- the transition opening passage 28 between the main auger tube 20 and the auger tube 29 is now opened and separated from the main auger 1 9 conveyed,
- the transition opening passage 28 between the main auger tube 20 and the auger tube 29 is now opened and separated from the main auger 1 9 conveyed,
- the transition opening passage 28 between the main auger tube 20 and the auger tube 29 is now opened and separated from the main auger 1 9 conveyed,
- the transition opening passage 28 between the main auger tube 20 and the auger tube 29 is now opened and separated from the main auger 1 9 conveyed,
- the transition opening passage 28 between the main auger tube 20 and the auger tube 29 is now opened and separated from the main auger 1 9 conveyed,
- FIG. 4 shows in a sectional view along the line IV-IV the arrangement according to FIG. 3. From FIG. 4 the configuration of the tong crusher 36 can be seen particularly well with crushing jaws 42 which can be actuated by means of pressure cylinders 41, with which in the washing compartment 34 existing, even relatively large-volume components having material so far is comminuted until a sieve 43 upstream of the conveyor line suction nozzle 37 can be passed.
- FIG. 5 shows in an illustrative side view a modification of the exemplary embodiment explained with reference to FIGS. 1 to 4, wherein in the exemplary embodiment according to FIGS. 1 to 4 and the modification according to FIG provided with the same reference numerals and to avoid repetition in the following part not further explained. In the modification according to FIG.
- the transverse conveyor belt 24 and the after-conveyor belt 25 are positioned in the region of a secondary conveyor screw outlet shutter 44 arranged on the secondary screw outlet 32, opened in this operating mode, with respect to the exemplary embodiment according to FIGS 4, the cistern 33 and the feed pump 38 have been removed. Furthermore, in the modification according to FIG. 5, a drip tray 45 is present in the area of the secondary screw conveyor tube 29 and the secondary screw conveyor 31, which rests on the trailer 26.
- Fig. 6 shows in a sectional view taken along the line Vl-Vl the Ab- conversion of FIG. 5 with a view in the advancing direction. From Fig. 6 it is seen that as in the embodiment of FIG. 2 on the drip tray 45 away from the Nach thoroughlyschneckenauslass 32 exiting material on the cross conveyor belt 24 and the Nach devisraniband 25 is transported away.
- FIG. 7 shows an illustrative side view of the modification already explained with reference to FIGS. 5 and 6, in which a roll crusher 46 is arranged on the secondary auger outlet 32 for the liquid-supported propulsion illustrated in FIG the re-feeding screw 31 conveyed material before entry into a discharge line 47 and a discharge pump 48 is comminuted.
- FIG. 8 shows the arrangement according to FIG. 5 in a discontinuous ejection operation in a first operating state, in which, starting from an earth-pressure-propelled propulsion or an open propulsion, to pass through a relatively short range with, for example, a high water flow or high pressure Pressure in the propulsion of the transition opening fürlassver gleichschie- 27 open and the Nacheuerschneckenauslass 32 is closed, so that in the propulsion the Nach holisticschneckenhüllrohr 29 is filled.
- FIG. 9 shows the arrangement according to FIG. 5 in the discontinuous discharge operation in a second operating state in which the transition opening orifice closure valve 27 is closed and the replenishment screw outlet 32 is opened without advancing in order to discharge the content of the replenishment screw tube 29 via the cross conveyor belt 24 and the after-conveyor belt 25. Subsequently, the system returns to the first operating state of the discontinuous discharge operation according to FIG. 8, and the changeover between the operating states continues in the discontinuous discharge operation until the critical region has been discontinuously traversed.
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
Description
Claims
Priority Applications (8)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ES13774144T ES2851399T3 (es) | 2012-10-19 | 2013-10-07 | Procedimiento y dispositivo para evacuar escombros en el avance de un túnel |
JP2015537188A JP6193380B2 (ja) | 2012-10-19 | 2013-10-07 | トンネル掘進において掘削土砂を搬出する方法及び装置 |
RU2015112169A RU2638681C2 (ru) | 2012-10-19 | 2013-10-07 | Способ и устройство для отвода вскрыши при проходке туннеля |
CN201380065592.9A CN104870748B (zh) | 2012-10-19 | 2013-10-07 | 在隧道掘进中输送挖出料的方法和设备 |
US14/434,304 US9518465B2 (en) | 2012-10-19 | 2013-10-07 | Method and device for transporting overburden away during tunnelling |
EP13774144.3A EP2909444B1 (de) | 2012-10-19 | 2013-10-07 | Verfahren und vorrichtung zum abfördern von abraum im tunnelvortrieb |
CA2886767A CA2886767C (en) | 2012-10-19 | 2013-10-07 | Method and device for transporting overburden away during tunnelling |
AU2013331907A AU2013331907B2 (en) | 2012-10-19 | 2013-10-07 | Method and device for transporting overburden away during tunnelling |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102012219134.8 | 2012-10-19 | ||
DE102012219134A DE102012219134A1 (de) | 2012-10-19 | 2012-10-19 | Verfahren und Vorrichtung zum Abfördern von Abraum im Tunnelvortrieb |
Publications (2)
Publication Number | Publication Date |
---|---|
WO2014060234A2 true WO2014060234A2 (de) | 2014-04-24 |
WO2014060234A3 WO2014060234A3 (de) | 2015-04-02 |
Family
ID=47321560
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/EP2013/070839 WO2014060234A2 (de) | 2012-10-19 | 2013-10-07 | Verfahren und vorrichtung zum abfördern von abraum im tunnelvortrieb |
Country Status (10)
Country | Link |
---|---|
US (1) | US9518465B2 (de) |
EP (1) | EP2909444B1 (de) |
JP (1) | JP6193380B2 (de) |
CN (1) | CN104870748B (de) |
AU (1) | AU2013331907B2 (de) |
CA (1) | CA2886767C (de) |
DE (1) | DE102012219134A1 (de) |
ES (1) | ES2851399T3 (de) |
RU (1) | RU2638681C2 (de) |
WO (1) | WO2014060234A2 (de) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104373130A (zh) * | 2014-11-04 | 2015-02-25 | 中交第二航务工程局有限公司 | 一种土压平衡盾构机渣土保压泵送装置 |
CN104612703A (zh) * | 2014-12-29 | 2015-05-13 | 上海市基础工程集团有限公司 | 土压平衡式盾构掘进时螺旋机排泥的防喷涌装置 |
Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP6432771B2 (ja) * | 2014-11-25 | 2018-12-05 | 清水建設株式会社 | 掘削残土処理システム及びシールド掘削機 |
CA3010425C (en) | 2016-02-01 | 2020-04-28 | Herrenknecht Ag | Tunnel boring device and system for the hydraulic removal of cuttings, and system for producing a stable fluid pressure for a boring fluid in the region of a cutting disk of the tunnel boring device |
JP6548264B2 (ja) * | 2016-02-10 | 2019-07-24 | Jimテクノロジー株式会社 | トンネル掘削機 |
CN106194202B (zh) * | 2016-08-30 | 2018-11-30 | 中国铁建重工集团有限公司 | 螺旋输送机及具有其的盾构机及控制方法 |
CN106837369B (zh) * | 2017-01-10 | 2018-01-02 | 辽宁三三工业有限公司 | 一种螺旋机出土口控制系统 |
CN107178376A (zh) * | 2017-06-06 | 2017-09-19 | 中铁十九局集团轨道交通工程有限公司 | 复合地层盾构机渣土运输系统 |
CN108571327B (zh) * | 2018-05-16 | 2023-11-17 | 华东交通大学 | 一种盾构机土舱内渣土快速补偿装置及其工作方法 |
CN110566221B (zh) * | 2019-09-26 | 2021-09-24 | 中铁工程装备集团有限公司 | 一种串联式双螺机输送装置及其输送方法 |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
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DE19700297C2 (de) | 1997-01-08 | 2001-05-17 | Wirth Co Kg Masch Bohr | Fördereinrichtung für eine Schildvortriebsmaschine |
Family Cites Families (12)
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US4456305A (en) * | 1981-09-18 | 1984-06-26 | Hitachi Shipbuilding & Engineering Co., Ltd. | Shield tunneling machine |
DE8530392U1 (de) * | 1985-10-26 | 1986-10-16 | Hochtief Ag Vorm. Gebr. Helfmann, 4300 Essen | Schildvortriebsmaschine mit Einrichtung für eine Flüssigkeitsstützung der Ortsbrust sowie mit Grobgesteinentnahmeeinrichtung |
JPH0743272Y2 (ja) * | 1988-09-27 | 1995-10-09 | 川崎重工業株式会社 | シールド掘進機のスクリユウコンベヤ |
EP0470253B1 (de) * | 1989-04-28 | 1996-03-20 | Kabushiki Kaisha Konoike Gumi | Schildvortriebsverfahren unter benutzung eines erddruckschilds |
US5203614A (en) * | 1991-06-17 | 1993-04-20 | The Robbins Company | Tunneling machine having liquid balance low flow slurry system |
RU2019703C1 (ru) * | 1991-11-22 | 1994-09-15 | Научно-технический центр ассоциации предприятий и организаций строительного комплекса "Мосинжстрой" | Проходческий комплекс и шламовая емкость |
JPH1122387A (ja) * | 1997-07-04 | 1999-01-26 | Mitsubishi Heavy Ind Ltd | トンネル掘削機及び泥水式シールド掘削機 |
DE29914815U1 (de) * | 1999-08-09 | 2000-12-21 | Wirth Co Kg Masch Bohr | Fördereinrichtung für Bohrgut |
CN2685570Y (zh) * | 2004-03-08 | 2005-03-16 | 广东省基础工程公司 | 一种顶管掘进机 |
CN201367906Y (zh) * | 2009-01-19 | 2009-12-23 | 中铁隧道集团有限公司 | 螺旋输送机 |
CN201554466U (zh) * | 2009-11-18 | 2010-08-18 | 中铁轨道系统集团有限公司 | 一种用于盾构机的螺旋输送机 |
CN101798933B (zh) * | 2010-04-13 | 2012-11-07 | 同济大学 | 土压平衡盾构螺旋输送机模拟试验系统 |
-
2012
- 2012-10-19 DE DE102012219134A patent/DE102012219134A1/de not_active Withdrawn
-
2013
- 2013-10-07 EP EP13774144.3A patent/EP2909444B1/de active Active
- 2013-10-07 WO PCT/EP2013/070839 patent/WO2014060234A2/de active Application Filing
- 2013-10-07 CA CA2886767A patent/CA2886767C/en active Active
- 2013-10-07 ES ES13774144T patent/ES2851399T3/es active Active
- 2013-10-07 RU RU2015112169A patent/RU2638681C2/ru active
- 2013-10-07 US US14/434,304 patent/US9518465B2/en active Active
- 2013-10-07 AU AU2013331907A patent/AU2013331907B2/en active Active
- 2013-10-07 JP JP2015537188A patent/JP6193380B2/ja active Active
- 2013-10-07 CN CN201380065592.9A patent/CN104870748B/zh active Active
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19700297C2 (de) | 1997-01-08 | 2001-05-17 | Wirth Co Kg Masch Bohr | Fördereinrichtung für eine Schildvortriebsmaschine |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104373130A (zh) * | 2014-11-04 | 2015-02-25 | 中交第二航务工程局有限公司 | 一种土压平衡盾构机渣土保压泵送装置 |
CN104612703A (zh) * | 2014-12-29 | 2015-05-13 | 上海市基础工程集团有限公司 | 土压平衡式盾构掘进时螺旋机排泥的防喷涌装置 |
Also Published As
Publication number | Publication date |
---|---|
EP2909444A2 (de) | 2015-08-26 |
US9518465B2 (en) | 2016-12-13 |
ES2851399T3 (es) | 2021-09-06 |
RU2015112169A (ru) | 2016-12-10 |
EP2909444B1 (de) | 2020-12-09 |
CA2886767A1 (en) | 2014-04-24 |
WO2014060234A3 (de) | 2015-04-02 |
CA2886767C (en) | 2020-10-06 |
AU2013331907A1 (en) | 2015-04-23 |
AU2013331907B2 (en) | 2018-02-01 |
US20150233243A1 (en) | 2015-08-20 |
JP2015532373A (ja) | 2015-11-09 |
CN104870748A (zh) | 2015-08-26 |
JP6193380B2 (ja) | 2017-09-06 |
DE102012219134A1 (de) | 2012-12-27 |
RU2638681C2 (ru) | 2017-12-15 |
CN104870748B (zh) | 2017-10-13 |
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