WO2008058669A2 - Lasergeschweisste kranschiene für hängekatzen - Google Patents
Lasergeschweisste kranschiene für hängekatzen Download PDFInfo
- Publication number
- WO2008058669A2 WO2008058669A2 PCT/EP2007/009684 EP2007009684W WO2008058669A2 WO 2008058669 A2 WO2008058669 A2 WO 2008058669A2 EP 2007009684 W EP2007009684 W EP 2007009684W WO 2008058669 A2 WO2008058669 A2 WO 2008058669A2
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- crane rail
- web
- rail according
- flange
- crane
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Ceased
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C6/00—Girders, or track-supporting structures, specially adapted for cranes
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B25/00—Tracks for special kinds of railways
- E01B25/22—Tracks for railways with the vehicle suspended from rigid supporting rails
- E01B25/24—Supporting rails; Auxiliary balancing rails; Supports or connections for rails
Definitions
- rails for hanging cats made of profiled rolled sheet steel.
- An example of such a running rail is described in DE 41 19 868 Al.
- the rail forms a hollow lower flange and a hollow upper flange, which are connected by a bridge.
- the bridge is in one piece with one half of the hollow upper flange and a lower half of the hollow lower flange.
- the other half of the upper flange and the lower flange are each two individual, profiled rolled sheet metal parts, which are subsequently matched positionally with the part that contains the bridge. The parts are then welded together.
- the rail Due to its shape, the rail is also sensitive to bending during transport and it is not very torsionally stiff.
- the rail according to the invention consists of a single piece of profile-rolled steel strip, which eliminates the handling of multiple parts. After the profile rolling of a single band steel strip, the complete rail is finished bent. No devices are needed to hold any other parts in the correct position together. Also, the handling is easy during the welding process, because no long bend sensitive parts must be joined for the welding process.
- the profile-rolled steel strip is produced at the end a crane rail with a hollow top chord, a hollow bottom chord and an integrally attached shoulder strap that runs over the middle of the top chord.
- the new crane rail shows a 15% higher resistance torque than comparable crane rails with the same wall thickness.
- a thickness of the starting material between 1.5 mm and 4 mm is sufficient for the intended applications completely.
- the lower flange may have a rectangular profile in cross-section, wherein the height may be between 10 mm and 30 mm.
- the width of the lower flange can be between 50 mm and 80 mm.
- the upper belt can be free of welds, which favors both the handling and the subsequent strength.
- the upper flange may form a rectangular profile in cross-section, the width of which may be between 80 mm and 150 mm and the height between 50 mm and 100 mm.
- the support belt can be free of welds.
- the support belt forms a triangular profile.
- the triangle is an isosceles triangle whose base points upwards.
- the carrying strap may have a height between 10 mm and 25 mm, measured at the base of the triangle, and a height measured parallel to the height extension of the crane rail between 20 mm and 40 mm.
- the laser welds are in areas where a small load occurs during later use. It may also be favorable if the web is in any case two-layered in two strip-shaped areas, which adjoin the upper and the lower belt, while it is single-layered in between. This creates space to weld the band steel edges to the continuous portion of the web to create a fluidly bonded portion, even though the stock has two loose, unconnected edges.
- the width of the strips, in each of which the web is double-layered, can be between 5 mm and 20 mm.
- the total height of the bridge, measured between the top of the lower girth and the underside of the upper girth, can be between 80 mm and 150 mm.
- the laser welds that connect the strip edges of the stock material to the continuous area of the web may be continuous laser welds or laser weld seam sections.
- dumbbell-shaped openings For the attachment of additional parts, as they are sometimes required for crane runways, it may be advantageous if in the web openings, preferably dumbbell-shaped openings. conditions are included, whose longitudinal axis is aligned at right angles to the longitudinal axis of the running rail.
- brackets In order to anchor the crane rail according to the invention on the supporting structure, for example the building ceiling, brackets can be used which have two jaws screwed together. The jaws engage the strap and hold it form-fitting.
- Each jaw may conveniently have a flange which is parallel to the triangular cross-section of the support belt, i. when the clamp is assembled, the support flanges run obliquely toward one another and form a point pointing downwards in the direction of the travel rail.
- the support flange is connected via a back part with a retaining flange.
- the two retaining flanges of the jaws are in mounted bracket in a common plane.
- a bracket For further connection of the clip with the rest of the support structure, a bracket may be used which has a straight back portion, at the ends of two legs are up. With the back part of the bracket is inserted between the support flange and the support belt of the rail and transmits positively occurring forces from the rail in the structure.
- FIG. 1 shows a section of the crane rail according to the invention in a perspective view with a view obliquely from above
- Fig. 2 illustrates another embodiment of the inventive rail
- Fig. 3 shows the fitting for connecting the crane rails according to Fig. 1 with a supporting structure.
- FIG. 1 shows a perspective view of a section of a crane track rail 1 in the position of use.
- the crane track rail 1 is set up in particular as a running track for hanging cats, preferably monorail trolleys.
- the crane rail 1 has a lower flange 2 designed as a hollow-chamber profile, a top flange 3 likewise designed as a hollow-chamber profile, and a support belt 4, which in turn is designed as a hollow-chamber profile.
- the lower flange 2 is connected to the upper flange 3 via a web 5.
- the connection between the support belt 4 and the top of the upper flange 3 is effected by means of a web. 6
- the crane rail 1 consists of a profile-rolled endless strip steel sheet whose band edges can be seen at 7 and 8.
- the hollow-chamber lower flange 2 is formed with a lower wall 9, which merges at its edges into side walls 11 and 12.
- the bottom wall 9 is flat and extends horizontally in use.
- the two side walls 11 and 12 are bent at right angles from the lower wall 9 upwards.
- the two side walls 11 and 12 pass into respective flanges 13 and 14, which represents the upper side of the lower flange 2.
- On the flanges 13 and 14 run the wheels of the hanging cat.
- Each of the two flanges 13 and 14 has a width approximately equal to half the width of the lower flange 2. At its lying in the middle of the crane rail 1 edge of the flange 13 passes into a strip 15, which forms part of the web 5 and up to the bottom of the upper flange 3 extends.
- the flange 14 merges into a narrower web strip 16, which ends at the strip edge 7.
- the web strip 16 lies flat and blunt on the web strip 15.
- the height of the web strip 16 is a fraction of the height of the web strip 15.
- the two web strips 15 and 16 define a joint, which is also the plane of symmetry of the crane rail 1 relative to the transverse extent.
- the web strip 15 merges at its upper end in a flange 17 bent at right angles thereto, which represents one half of the underside of the upper belt 3.
- a flange 17 bent at right angles thereto, which represents one half of the underside of the upper belt 3.
- the second band edge 8 On the same side of the web strip 15, on which also the web strip 16 is located near the underside of the upper flange 3, the second band edge 8, to which a web strip 18 connects, like the web strip 16 flat and dull on the web strip 15 rests.
- the web strip 18 merges into a flange 19.
- the flange 19 extends in the extension of the flange 17 to the opposite side, with respect to the vertical plane of symmetry.
- the two flanges 17 and 19 together form the underside of the upper flange.
- the flange 17 or the flange 19 merges into side walls 21 and 22, which run parallel to one another and represent the side walls of the upper flange 3.
- two flanges 27 and 28 which, as the figure shows, include an angle ⁇ 180 °.
- the two flanges 27 and 28 form the, to the web 6 point tapering underside of the support belt. 4
- the two flanges 27 and 28 are finally connected in one piece by a top 29.
- the top 29 is the top of the support belt. 4
- the plane of symmetry of the crane rail 1 As already mentioned, the plane of symmetry of the crane rail 1, the right-facing flat side of the web strip 15. With respect to this plane of symmetry, the flanges 13 and 14 collar the same length. Also, the flanges 17 and 19 or 23 and 24 have measured with respect to this plane of symmetry the same width, measured in the transverse direction of the crane rail 1. The two flanges 27 and 28 also with respect to the mentioned plane of symmetry this same extension in the transverse direction of the crane rail. 1
- the entire crane rail profile 1, as shown in Figure 1, with all the surface sections formed thereon, is in one piece, i. starting from the band edge 7, there is no interruption up to the band edge 8 when traveling along the edge of the cross-sectional profile.
- the two band edges 7 and 8 which are smooth end edges of the starting material, are laser-welded in the inner corner region with the adjacent flat side of the web strip 15.
- a portion in the laser weld is shown at 31.
- the laser welds 31, which connect the band edges 7 and 8 with the web strip 15, may be individual weld sections or a continuous weld.
- the web dumbbell-shaped openings 32 may be included, whose longitudinal axis is aligned transversely to the longitudinal axis of the crane rail 1.
- the finally obtained rail profile shows a very high load capacity, which is 15% higher than what comparable rails can achieve with the same material thickness.
- Width of the lower flange 50 mm..80 mm
- Width of top strap 80 mm..150 mm
- Width of the strap 20mm..10 mm Height of the bridge between the upper and lower strap: 80 mm..150 mm
- Width of strips 16 and 18 5 mm..20 mm
- FIG. 2 shows a further exemplary embodiment of the crane runway rail 1 according to the invention.
- the embodiment according to FIG. 2 differs from the exemplary embodiments according to FIG. 1 essentially in that the two strap edges 7 and 8 no longer lie on the web flange 15 but in the region the top 29 of the strap 4 are laid.
- the basic profile is, as Fig. 2 easily recognize, the same, only with the difference that connects to the flange 14, a web flange 33 which extends to the flange 19.
- the two band edges 7 and 8 lie in the middle of the upper side 29 of the support belt 4 and abut there, as the figure reveals, butts against each other.
- the two band edges 7 and 8 are on the top 29 by a continuous laser weld 35 connected together.
- the two web flanges 15 and 33 can be connected to one another directly above the lower belt 2 by way of short laser welds 36 in the form of lines.
- These bar weld seams 36 are designed with the aid of the laser and act like spot welds, which instead of the laser weld seam 36 connect the two web flanges 15 and 33 in a materially bonded manner.
- These short welds which are at least burnt through one of the two web flanges 15 and 33, lie transversely to the longitudinal extension of the running rail 1, as shown in FIG. 2 reveals. Due to the welding through the material is melted at the welding edges and connects cohesively with the other flange.
- FIG. 3 shows a fitting 40 suitable for fastening the crane rail 1 to a supporting structure in a perspective exploded view.
- To the fitting 40 includes two jaws 41a and 41b, and a support bracket 42.
- the two jaws 41a and 41b are equal to each other, which is why subsequent only one of the two jaws 41 is described in detail.
- the jaws 41 are punched and bent sheet metal parts and each jaw 41 forms a clamping flange 43, which merges on its outer side in use in a web 44, which in turn, in turn, a horizontally disposed support flange 45 connects.
- the angle of the clamping flange 43 is selected so that in use Clamping flange 43 flat against the respective flange 27 and 28 of the support belt 4.
- each clamping jaw 41 has a profile cross section which is constant over its length.
- the mounting bracket 42 is composed of a back portion 48 and two legs 49 and 50 together.
- the legs 49 and 50 project at right angles from the back part 48.
- the back part 48 contains circular segment-shaped projections 51 and 52 on both sides.
- a ball joint 56 can be connected to the fitting 40.
- the ball joint 56 is commercially available and therefore need not be explained in detail.
- bushes 57 and 58 are provided.
- the axial securing of the cylinder pin 55 take over splints 59, which lead in the assembled state by corresponding pin holes 61 in the cylinder pin 55.
- shims 62 and 63 can still be added.
- the mounting of the fitting 40 on the crane rail 1 is done as follows:
- the two jaws 41a and 41b are placed with their concave side against the support belt 4. They grip with their clamping flanges 43 under the flanges 27 and 28 of the riser 4. Between the two jaws 41a and 41b, the support bracket 42 is inserted with the legs 49 and 50 pointing upwards in such a way that the circular segment-shaped extensions 51 and 52 come to lie in the cylinder-segment-shaped recesses 46. Now 47 screws 67 and 68 are inserted through the holes contained in the web 47 and secured with nuts 69 and 71. In the assembled state, the support flanges 45 lie with their end edges together, so that the tightened screws 67 and 68 can clamp the clamping flanges 63 against the support belt 4.
- a crane rail is made of a profile-rolled sheet steel strip.
- the crane rail has a total of a top and a bottom chord, wherein on the top chord additionally a triangular in cross-section support belt is formed.
- the steel edges are laser-welded on the bridge.
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Leg Units, Guards, And Driving Tracks Of Cranes (AREA)
- Belt Conveyors (AREA)
Abstract
Description
Claims
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| EP07819693A EP2108071B1 (de) | 2006-11-17 | 2007-11-08 | Lasergeschweisste kranschiene für hängekatzen |
| CN2007800425071A CN101595263B (zh) | 2006-11-17 | 2007-11-08 | 用于悬挂小车的激光焊接的起重机导轨 |
| US12/515,251 US8146507B2 (en) | 2006-11-17 | 2007-11-08 | Laser-welded crane rail for suspended crabs |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE102006054682.2 | 2006-11-17 | ||
| DE102006054682A DE102006054682A1 (de) | 2006-11-17 | 2006-11-17 | Lasergeschweißte Kranschiene für Hängekatzen |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| WO2008058669A2 true WO2008058669A2 (de) | 2008-05-22 |
| WO2008058669A3 WO2008058669A3 (de) | 2008-10-16 |
Family
ID=39106104
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/EP2007/009684 Ceased WO2008058669A2 (de) | 2006-11-17 | 2007-11-08 | Lasergeschweisste kranschiene für hängekatzen |
Country Status (6)
| Country | Link |
|---|---|
| US (1) | US8146507B2 (de) |
| EP (1) | EP2108071B1 (de) |
| CN (1) | CN101595263B (de) |
| DE (1) | DE102006054682A1 (de) |
| RU (1) | RU2434988C2 (de) |
| WO (1) | WO2008058669A2 (de) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101844149A (zh) * | 2009-03-23 | 2010-09-29 | 株式会社美隆产业 | 电梯门导轨及其轧制成形制造方法 |
Families Citing this family (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102006054682A1 (de) * | 2006-11-17 | 2008-05-21 | Stahl Cranesystems Gmbh | Lasergeschweißte Kranschiene für Hängekatzen |
| DE102006058422A1 (de) * | 2006-12-08 | 2008-06-26 | Stahl Cranesystems Gmbh | Schienenstoßverbinderanordnung |
| DE102008002524A1 (de) * | 2008-06-19 | 2009-12-24 | Zf Friedrichshafen Ag | Stabilisator für ein Nutzfahrzeug |
| US8458827B2 (en) * | 2010-05-03 | 2013-06-11 | Dewey Darrow | Patient positioning system and rail for use therein |
| DE102010037521A1 (de) | 2010-09-14 | 2012-03-15 | Demag Cranes & Components Gmbh | Vorrichtung zum Aufhängen einer Schiene |
| DE102010037522A1 (de) | 2010-09-14 | 2012-03-15 | Demag Cranes & Components Gmbh | Schiene für Hängebahnen, Hängekrane u. dgl. |
| DE102010037523A1 (de) | 2010-09-14 | 2012-03-15 | Demag Cranes & Components Gmbh | Verbindungsanordnung zweier Schienenabschnitte |
| DE102010037520A1 (de) * | 2010-09-14 | 2012-03-15 | Demag Cranes & Components Gmbh | Anordnung aus einer Schiene und einem daran befestigten Schleifleitungshalter |
| US9290363B2 (en) | 2011-07-21 | 2016-03-22 | Manitowoc Crane Companies, Llc | Tailor welded panel beam for construction machine and method of manufacturing |
| KR101487885B1 (ko) | 2012-08-10 | 2015-01-29 | 채일수 | 천정 크레인의 주행레일겸용 크레인 거더 |
| JP6532857B2 (ja) | 2013-03-15 | 2019-06-19 | ボルケーノ コーポレイション | 脈管内圧モニタ装置と共に使用するためのインターフェイス装置、システム、及び方法 |
| CN106608595A (zh) | 2015-10-26 | 2017-05-03 | 鹰铁路集装箱物流有限责任公司 | 构造成用于输送各种尺寸的对象的运输器 |
| CN106956940A (zh) | 2015-10-26 | 2017-07-18 | 鹰铁路集装箱物流有限责任公司 | 高架式运输和路线管理系统 |
| CN106812035B (zh) * | 2017-03-24 | 2018-08-31 | 中国五冶集团有限公司 | 组合式悬挂单轨交通轨道梁及其加工工艺 |
| US11138718B2 (en) | 2019-08-09 | 2021-10-05 | Caterpillar Inc. | Methods and systems for determining part wear using a bounding model |
| CN117466138B (zh) * | 2023-11-29 | 2024-06-14 | 济南市钢宝科贸有限公司 | 一种承载能力更强的钢轨及运输轨道 |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| US1178196A (en) * | 1916-01-13 | 1916-04-04 | Allith Prouty Company | Rail for overhead carriers. |
| FR657057A (fr) * | 1927-04-19 | 1929-05-16 | Rail pour transporteur aérien monorail et modes de suspension dudit | |
| US3043408A (en) * | 1959-03-23 | 1962-07-10 | Warren R Attwood | Metallic framing element |
| DE2342777C2 (de) * | 1973-08-24 | 1975-07-24 | Demag Ag, 4100 Duisburg | Tragschiene fur Hangebahnen |
| US3987877A (en) * | 1975-05-02 | 1976-10-26 | Midland-Ross Corporation | Trolley busway housing |
| FR2528462B1 (fr) * | 1982-06-15 | 1986-02-07 | Tourtellier Sa Ets | Profil modulaire pour la translation de chariots porteurs de charges d'une voie aerienne |
| DE3329328C2 (de) * | 1983-08-13 | 1985-09-12 | R. Stahl Fördertechnik GmbH, 7000 Stuttgart | Tragschienenanordnung für Hängebahnen, Krane oder dergl. |
| FR2579640A2 (fr) | 1985-04-02 | 1986-10-03 | Tourtellier Sa Ets | Profil modulaire pour la translation de chariots porteurs de charges d'une voie aerienne |
| US4768442A (en) * | 1986-10-01 | 1988-09-06 | Phillips Industries, Inc. | Crane apparatus |
| SE469718B (sv) * | 1987-01-23 | 1993-08-30 | Wamag Idab Ab | Transportoerskena foer styrning av en kedja |
| CN87210761U (zh) * | 1987-11-20 | 1988-09-07 | 牛前卫 | 起重机轨道支架 |
| US5203135A (en) * | 1991-03-05 | 1993-04-20 | Hamilton Industries, Inc. | Connection for hollow structural members |
| DE4109052A1 (de) * | 1991-03-15 | 1992-09-17 | Saalfelder Hebezeugbau Gmbh | Leichtbauprofil |
| DE4119868A1 (de) * | 1991-06-17 | 1992-12-24 | Saalfelder Hebezeugbau Gmbh | Tragschiene |
| JP3288817B2 (ja) | 1992-08-06 | 2002-06-04 | ヴェーエフ ロギスティク ゲゼルシャフト ミット ベシュレンクテル ハフツング | サスペンション運搬システム |
| US5392987A (en) * | 1993-10-28 | 1995-02-28 | Ropers; Jan W. | Modular model railroad track support system with snap-fit connections |
| CN2182799Y (zh) * | 1993-12-13 | 1994-11-16 | 上海大力神起重运输机械(集团)公司 | 电动单梁起重机箱形主梁 |
| US5443151A (en) * | 1994-03-30 | 1995-08-22 | Gorbel, Inc. | Conveyor or crane beam of extruded aluminum alloy |
| US5598785A (en) * | 1995-11-06 | 1997-02-04 | Knight Industries, Inc. | Hanger bracket for track rails |
| DE19854937C1 (de) * | 1998-11-27 | 2000-07-06 | Neuhaeuser Gmbh & Co | Gelenkige Schienenverbindung für Schienenstöße von Profillaufschienen einer Einschienen-Hängebahn |
| CA2359329A1 (en) * | 1999-01-14 | 2000-07-20 | Gary Haas | Load bearing material handling system having pneumatic and electrical delivery capabilities |
| FI106113B (fi) * | 1999-02-22 | 2000-11-30 | Kci Kone Cranes Int Oy | Profiilikiskoliitos |
| US6877349B2 (en) * | 2000-08-17 | 2005-04-12 | Industrial Origami, Llc | Method for precision bending of sheet of materials, slit sheets fabrication process |
| EP1205420A1 (de) * | 2000-11-09 | 2002-05-15 | Grapha-Holding AG | Laufschiene zur Aufnahme eines Fahrwerks für den Transport von Gütern |
| DE10123906A1 (de) * | 2001-05-17 | 2002-11-21 | Hilti Ag | Doppel-Schienenprofil |
| DE10337122B4 (de) * | 2003-08-11 | 2007-10-11 | Manfred Josef Wallner | Hängekranbahn und Hängekranbahnprofil |
| US7467723B2 (en) * | 2005-03-18 | 2008-12-23 | Zaguroli Jr James | Electric motor driven traversing balancer hoist |
| CA2513283C (en) * | 2005-07-15 | 2012-07-24 | Unique Concepts Ltd. | Trolley and rail apparatus for use in fall protection and similar applications |
| DE102005044565B3 (de) * | 2005-09-17 | 2007-02-08 | Demag Cranes & Components Gmbh | Aufhängung einer Schiene mit Lagerverschleißanzeige |
| DE102005047205A1 (de) * | 2005-10-01 | 2007-04-12 | Demag Cranes & Components Gmbh | Vorrichtung zum Aufhängen einer Schiene, insbesondere einer Fahrschiene eines Hängeförderers oder eines Hebezeugs |
| DE102006054682A1 (de) * | 2006-11-17 | 2008-05-21 | Stahl Cranesystems Gmbh | Lasergeschweißte Kranschiene für Hängekatzen |
| DE102006058422A1 (de) * | 2006-12-08 | 2008-06-26 | Stahl Cranesystems Gmbh | Schienenstoßverbinderanordnung |
| US20100282120A1 (en) * | 2007-05-25 | 2010-11-11 | Guy Robert George Fredrick Micheletti | Track for a dolly |
-
2006
- 2006-11-17 DE DE102006054682A patent/DE102006054682A1/de not_active Withdrawn
-
2007
- 2007-11-08 EP EP07819693A patent/EP2108071B1/de not_active Not-in-force
- 2007-11-08 CN CN2007800425071A patent/CN101595263B/zh not_active Expired - Fee Related
- 2007-11-08 WO PCT/EP2007/009684 patent/WO2008058669A2/de not_active Ceased
- 2007-11-08 RU RU2009122971/11A patent/RU2434988C2/ru not_active IP Right Cessation
- 2007-11-08 US US12/515,251 patent/US8146507B2/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101844149A (zh) * | 2009-03-23 | 2010-09-29 | 株式会社美隆产业 | 电梯门导轨及其轧制成形制造方法 |
Also Published As
| Publication number | Publication date |
|---|---|
| US20100107918A1 (en) | 2010-05-06 |
| WO2008058669A3 (de) | 2008-10-16 |
| EP2108071B1 (de) | 2012-10-24 |
| DE102006054682A1 (de) | 2008-05-21 |
| CN101595263A (zh) | 2009-12-02 |
| RU2009122971A (ru) | 2010-12-27 |
| CN101595263B (zh) | 2012-05-30 |
| US8146507B2 (en) | 2012-04-03 |
| RU2434988C2 (ru) | 2011-11-27 |
| EP2108071A2 (de) | 2009-10-14 |
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