WO2014056809A1 - Kran, insbesondere brückenkran oder portalkran, mit mindestens zwei kranträgern - Google Patents
Kran, insbesondere brückenkran oder portalkran, mit mindestens zwei kranträgern Download PDFInfo
- Publication number
- WO2014056809A1 WO2014056809A1 PCT/EP2013/070752 EP2013070752W WO2014056809A1 WO 2014056809 A1 WO2014056809 A1 WO 2014056809A1 EP 2013070752 W EP2013070752 W EP 2013070752W WO 2014056809 A1 WO2014056809 A1 WO 2014056809A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- crane
- running rail
- girders
- flange
- struts
- Prior art date
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
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C19/00—Cranes comprising trolleys or crabs running on fixed or movable bridges or gantries
Definitions
- Crane in particular overhead crane or gantry crane, with at least two crane girders
- the invention relates to a crane, in particular bridge crane or gantry crane, with at least two horizontally extending in a longitudinal direction and designed as truss crane girders, each comprising a top flange and on which a trolley with a hoist is movable.
- the crane girders are designed as truss girders and each comprise a top chord and a bottom chord, which are each aligned horizontally and parallel to each other, and the upper and lower chords connecting vertically extending rod-shaped posts and diagonally extending rod-shaped struts.
- German utility model DE 1 971 794 U describes a further two-girder bridge crane, the horizontal crane girder as similar
- Truss supports are formed and each plate-shaped upper straps, bar-shaped lower straps and rod-shaped posts include. On the upper straps a rail for a trolley is attached in the region of their inner edges.
- German patent DE 37 31 245 C2 is a box girder
- Box girder comprises a top chord and a bottom chord, which are connected by two side walls.
- the top flange is formed by a formed as a T-profile beam roll profile with a horizontal flange and a vertical web, which projects inwardly into the box girder and forms a stiffening rib for the flange.
- On the flange of the T-profile support is centrally and above the web a longitudinally extending and a rectangular cross-section comprising rail welded from a solid material.
- German Utility Model DE 66 04 483 U discloses a two-girder bridge crane with two crane girders designed as box girders.
- the box girders are each composed of two double-T girders.
- upper and lower flanges of the double-T-beams are connected to each other, distributed over the entire length thereof each have a plurality of belt plates spaced from each other and welded to the upper and lower flanges.
- For the upper flanges can be used instead of a variety of belt plates and a one-piece, continuous Obergurtplatte.
- posts and struts of the truss girder are arranged with their upper ends between the two webs of the U-profiles and clamped over the screw.
- the invention has for its object to provide a crane, in particular overhead crane or gantry crane, with improved crane girders ready.
- the crane girder advantageously improved by the fact that the upper straps are each composed of two Obergurtprofilen , which are connected to each other via a running rail for the trolley.
- the Obergurtprofile each comprise a horizontal flange and for connecting the Obergurtprofile one of the upper straps each of the running rail is mounted on the upper sides of two adjacent flanges.
- the running rail is aligned centrally with the upper girder profiles.
- Solid material is made.
- the running rail has a rectangular cross-section.
- commercially available steel bars can also be used for the rails and the manufacture of the crane can be simplified.
- the assembly is also simplified in that the
- Running rail is welded to the upper flange.
- the upper flange profiles are designed as angle-profile support and each comprise a subsequent to the flange vertical web.
- conventional L-profile carrier can be used for the production of the upper straps.
- the truss designed as truss crane beams include struts and posts, each upper
- FIG. 1 shows a bridge crane designed as a two-girder crane with two
- FIG. 2 shows a cross-sectional view of one of the two crane girders according to FIG. 1 and FIG.
- FIG. 1 shows a crane 1 designed as a two-girder bridge crane.
- the crane 1 comprises two crane girders 2 designed as truss girders which each extend with an identical length L in their longitudinal direction LR and are aligned horizontally, parallel and spaced apart from each other.
- first and second trolleys 7, 8 are fixed, so that in the plan view, a frame is formed.
- the trolleys 7, 8 of the crane 1 in a horizontal direction F transverse to the longitudinal direction LR of the crane girder 2 on rails, not shown, can be moved.
- the rails are usually arranged vertically with respect to a floor and can be raised for this purpose, for example via a suitable support structure or attached to opposite building walls.
- first chassis 7 by a first electric motor 7a and the second chassis 8 by a second
- Crane beam 2 is movable.
- the trolley 9 runs on the upper chords 3 of the two crane girders 2.
- a running rail 13 is provided with a corresponding running surface 13a, so that the crane trolley 9 is arranged between the crane girders 2.
- the trolley 9 arranged centrally between crane girders 2 can be moved between the two crane girders 2 and between the trolleys 7, 8.
- a load-receiving means of the trolley 9 arranged cable between both crane girders 2 can be lowered or raised.
- the crane 1 also includes a Crane control 10 and a suspension control switch 1 1 connected thereto, about which the crane 1 or the electric motors 7a, 8a and the trolley 9 can be controlled and operated separately from each other with the cable.
- the truss structures of both crane girders 2 have an identical construction and essentially comprise in each case a top flange 3, a bottom flange 4, diagonally extending struts 5 and vertical posts 6.
- struts 5 are generally considered those elements of a truss structure which have an oblique or diagonal course exhibit.
- the struts 5 of a truss structure differ from the elements which run exclusively vertically and are referred to as posts 6.
- the upper flange 3 and the lower flange 4 each extend for the most part in a straight line, spaced from each other and except for at the opposite ends of the crane girder 2 parallel in the longitudinal direction LR between the chassis 7, 8.
- the upper flange 3 and the lower flange 4 of each crane girder. 2 vertically spaced from each other.
- FIG. 2 shows a cross-sectional view of one of the two crane girders 2, with reference to which the closer construction of the crane girders 2 will be explained.
- Each upper flange 3 is composed of two arranged in a horizontal plane and horizontally spaced apart first and second Obergurtprofilen 3d, 3e and welded onto the upper flange 3d, 3e running rail 13 for the trolley 9 together.
- the upper belt profiles 3d, 3e and the running rail 13 in this case run parallel in the longitudinal direction LR of the crane girder 2.
- the two upper flange profiles 3d, 3e are formed by an L or angle profile carrier, which in each case comprises a vertical web 3a and a horizontal flange 3c arranged at right angles thereto.
- the lower flange 4 is also analogous to the upper flange 3 of two L or angle profile carriers, namely a first lower flange 4d and a second lower flange 4e
- Each Untergurtprofil 4d, 4e therefore also includes a
- FIG. 1 shows that the upper flange 3 and the lower flange 4 are connected to one another via a plurality of respective flat-shaped struts 5 and posts 6.
- the sheet-like struts 5 or surface struts and posts 6 preferably take forces in the direction of their longitudinal axis and thus in the
- rods or rod-shaped posts and struts in that their thickness dimensions are substantially smaller than the areal extent of the disc determining length and width dimensions.
- sheet-like struts 5 can also be used as surface struts or
- the struts 5 are formed as a sheet metal profile with a main surface 5a having a substantially rectangular cross-section and in particular
- planar posts 6 formed mirror-symmetrically with respect to their longitudinal axis LA, wherein the longitudinal sides are folded over to increase the buckling rigidity, at least in a central region in the form of auxiliary surfaces 5b.
- the basic structure of the planar posts 6 corresponds - with correspondingly adapted dimensions - substantially the structure of the sheet-like struts 5.
- each extends in the planar posts 6 with a main surface 6a transverse to the longitudinal direction LR of the crane girder 2 and at right angles to this folded auxiliary surfaces 6b in this longitudinal direction LR.
- the sheet-like posts 6 can also be arranged or aligned such that the auxiliary surfaces 6b point towards or away from one of the ends of the crane girder 2.
- each crane girder 2 is at the opposite Ends of the upper flange 3 and the lower flange 4 via an adapter 12 completed.
- the upper flange 3 and the lower flange 4 are connected to form a frame.
- a first planar post 6 is arranged, which forms a common bottom node UK on the lower girdle 4 with a first strut 5 connected to the lower girder 4.
- the first strut 5 extends in the longitudinal direction LR inclined at an angle a2 in the direction of the upper flange 3 and is fixed there.
- the angle of attack a2 is in this case enclosed by the first strut 5 and ending in the lower node UK post 6.
- the first planar post 6 is arranged, which forms a common bottom node UK on the lower girdle 4 with a first strut 5 connected to the lower girder 4.
- the first strut 5 extends in the longitudinal direction LR inclined at an angle a2 in the direction of the upper flange 3 and is fixed there.
- Incidence angle a2 in a range of 35 ° to 55 ° and is more preferably 45 °.
- a second strut 5 which extends obliquely below the angle of attack a2 down to the next lower node UK on the lower flange 4. This is repeated until the struts 5 reach the opposite end of the crane girder 2.
- each strut 5 forms with a planar post 6 in the region of
- Angle of attack a2 is used. As a result, the upper rail 3 carrying the running rail 13 is reinforced against bending.
- the struts 5 are aligned within the truss structure of each crane girder 2 so that each of their major surface 5a extends transversely to the longitudinal direction LR of the crane girder 2.
- the struts 5 are welded with their lower first strut ends 5 g to the lower flange 4.
- an upper recess 5i, 6i are provided on the struts 5 and the posts 6, into which the webs 3a of the upper run profiles 3d, 3e protrude and there with longitudinal sides of the upper recess 5i, 6i abut and in this area with the struts 5 and the post 6 are welded (see also Figure 2).
- the horizontal flanges 3c of the upper flange profiles 3d, 3e hereby point outwards and thus away from the upper recesses 5i, 6i of the struts 5 or posts 6.
- the planar posts 6 are 6g with their lower first post end
- a lower recess 6e arranged therein is pushed onto the webs 4a of the lower belt profiles 4d, 4e and welded thereto. It is also conceivable to provide a separate lower recess 6e in the first post end 6g in the same way as in the struts 5 for each web 4a. Seen transversely to the longitudinal direction LR of the crane girder 2 is between the webs 3a of the upper flange 3 so only one strut 5 and a post 6 is provided.
- FIG. 2 shows that two strut arms 5j are formed at the upper second strut end 5h in the region of the upper corners of the struts 5, centered on the upper second strut end 5h and centered with respect to the longitudinal axis LA of the strut 5 is an upper recess 5i a substantially rectangular cross-section in the main surface 5a is provided.
- the upper recess 5i extends from the upper second strut end 5h parallel to the longitudinal axis LA, the opposite longitudinal sides of the upper
- the upper recess 5i is viewed transversely to the longitudinal axis LA dimensioned so that at least the two vertically downwardly facing webs 3a of the two Obergurtprofile 3d, 3e dip into the upper recess 5i or can be pushed into it. It can also be seen from Figure 2 that the webs 3a of the two Obergurtprofile 3d, 3e dip into the upper recess 5i or can be pushed into it. It can also be seen from Figure 2 that the webs 3a of the two
- Welded joint is between the upper flange 3 and the upper second
- Striving 5h provided, especially in the form of horizontal
- Recesses 5i extend in the direction of the upper second strut end 5h and here form a central third strut arm 5j.
- the central strut arm 5j formed by the main surface 5a can fall back there in the direction of the longitudinal axis LA relative to the end faces of the strut feet 5f or the end faces of the two outer strut arms 5j, provided that the recesses 5e, 5i have at least one for receiving or positioning the webs 3a, 4a of the upper and lower chords 3, 4 have sufficiently deep slot-shaped cross-section.
- the webs 3a of the upper belt profiles 3d, 3e are preferably arranged closer to one another and thus less far from the longitudinal axes LA of the struts 5 than the webs 4a of the lower belt profiles 4d, 4e.
- the upper flange profiles 3d, 3e of each upper flange 3 of the two crane girders 2 can be connected to one another via the running rail 13, also shown in FIG. 2, on upper sides facing away from the webs 3a.
- a corresponding running rail 13 is welded onto the upper sides of the upper chord profiles 3d, 3e.
- the rails 13 have a rectangular cross-section and form on their upper sides in each case one of the running surfaces 13a for the chassis of the trolley 9, not shown here.
- Each running rail 13 is preferably centered or centered with respect to the two parallel webs 3a of the corresponding
- Obergurtprofile 3d, 3e and thus also centered with respect to the longitudinal axis LA of the strut 5 is arranged.
- the running rail 13 is dimensioned such that it bridges the distance between the webs 3a dipping into the upper recess 5i and with the flanges 3c of the upper run profiles 3d, 3e along the
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Leg Units, Guards, And Driving Tracks Of Cranes (AREA)
- Warehouses Or Storage Devices (AREA)
- Jib Cranes (AREA)
- Carriers, Traveling Bodies, And Overhead Traveling Cranes (AREA)
Abstract
Description
Claims
Priority Applications (8)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP13771544.7A EP2906493B1 (de) | 2012-10-09 | 2013-10-04 | Kran, insbesondere brückenkran oder portalkran, mit mindestens zwei kranträgern |
MX2015004530A MX356500B (es) | 2012-10-09 | 2013-10-04 | Grúa, en particular una grúa aérea o grúa de pórtico, con por lo menos dos vigas maestras de grúa. |
CN201380052648.7A CN104755409A (zh) | 2012-10-09 | 2013-10-04 | 起重机,特别是桥式起重机或龙门起重机,具有至少两个起重机梁 |
ES13771544.7T ES2606027T3 (es) | 2012-10-09 | 2013-10-04 | Grúa, en particular grúa o grúa de pórtico, que comprende al menos dos vigas de grúa |
RU2015112354A RU2637715C2 (ru) | 2012-10-09 | 2013-10-04 | Подъёмный кран, мостовой или козловый, с не менее чем двумя пролётными балками |
BR112015006347A BR112015006347A2 (pt) | 2012-10-09 | 2013-10-04 | guindaste |
US14/433,076 US9751730B2 (en) | 2012-10-09 | 2013-10-04 | Crane, in particularly overhead crane or gantry crane, comprising at least two crane girders |
AU2013329652A AU2013329652B2 (en) | 2012-10-09 | 2013-10-04 | Crane, in particular overhead crane or gantry crane, comprising at least two crane girders |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102012109586.8 | 2012-10-09 | ||
DE102012109586.8A DE102012109586A1 (de) | 2012-10-09 | 2012-10-09 | Kran, insbesondere Brückenkran oder Portalkran, mit mindestens zwei Kranträgern |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2014056809A1 true WO2014056809A1 (de) | 2014-04-17 |
Family
ID=49144018
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/EP2013/070752 WO2014056809A1 (de) | 2012-10-09 | 2013-10-04 | Kran, insbesondere brückenkran oder portalkran, mit mindestens zwei kranträgern |
Country Status (10)
Country | Link |
---|---|
US (1) | US9751730B2 (de) |
EP (1) | EP2906493B1 (de) |
CN (2) | CN203199888U (de) |
AU (1) | AU2013329652B2 (de) |
BR (1) | BR112015006347A2 (de) |
DE (1) | DE102012109586A1 (de) |
ES (1) | ES2606027T3 (de) |
MX (1) | MX356500B (de) |
RU (1) | RU2637715C2 (de) |
WO (1) | WO2014056809A1 (de) |
Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102012109586A1 (de) * | 2012-10-09 | 2014-04-10 | Demag Cranes & Components Gmbh | Kran, insbesondere Brückenkran oder Portalkran, mit mindestens zwei Kranträgern |
DE102014107323A1 (de) * | 2014-05-23 | 2015-11-26 | Terex Mhps Gmbh | Kranträger für einen Kran, insbesondere für einen Brücken- oder Portalkran, und einen Kran hiermit |
DE102015101755A1 (de) | 2015-02-06 | 2016-08-11 | Terex MHPS IP Management GmbH | Kran, insbesondere Brückenkran oder Portalkran, mit mindestens einem Kranträger |
DE102015101756A1 (de) * | 2015-02-06 | 2016-08-11 | Terex MHPS IP Management GmbH | Kran, insbesondere Brückenkran oder Portalkran, mit mindestens einem Kranträger |
US10640335B2 (en) * | 2016-08-12 | 2020-05-05 | Konecranes Global Corporation | Cantilevered crane system for a factory work station |
DE102016120115A1 (de) | 2016-10-21 | 2018-04-26 | Konecranes Global Corporation | Laufkran |
DE102019125223A1 (de) * | 2019-09-19 | 2021-03-25 | Konecranes Global Corp. | Vorrichtung zur Handbetätigung einer Maschine, vorzugsweise eines Hebezeugs oder Krans |
CN112429651B (zh) * | 2020-10-29 | 2023-05-23 | 中铁六局集团有限公司 | 一种针对1000吨提运架设备的安装施工工艺 |
Citations (11)
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DE260030C (de) | ||||
DE1095486B (de) * | 1955-02-26 | 1960-12-22 | Donges Stahlbau Ges Mit Beschr | Fachwerkkranbruecke in Leichtbauweise |
DE1218679B (de) * | 1960-10-14 | 1966-06-08 | Maria Bartmann | Fahrbahntraeger fuer Kranbruecken und Kranbahnen |
DE1971794U (de) | 1967-09-08 | 1967-11-02 | Ottokar Bente | Traeger fuer zwei-traeger-brueckenkrane. |
DE6604483U (de) | 1965-01-28 | 1970-01-29 | Verlinde Sa | Kastentraeger fuer kranbruecken |
DE2239573A1 (de) | 1972-03-03 | 1973-09-06 | Metalleichtbau Veb K | Fachwerktraeger |
DE3731245C2 (de) | 1987-09-17 | 1994-07-28 | Man Ghh Logistics | Kastenträger für einen Zweiträger-Brückenkran |
EP0928769A1 (de) * | 1998-01-12 | 1999-07-14 | Potain | Auslegerteil für Turmkran |
US7503460B1 (en) * | 2004-10-04 | 2009-03-17 | Davor Petricio Yaksic | Gantry crane |
US20110247993A1 (en) * | 2010-04-13 | 2011-10-13 | Gorbel, Inc. | Gantry crane having a truss supported runway |
CN202465064U (zh) * | 2012-03-12 | 2012-10-03 | 抚顺永茂建筑机械有限公司 | 桁架式电动单梁起重机主梁 |
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US327360A (en) | 1885-09-29 | Girder | ||
CH389204A (de) | 1961-05-19 | 1965-03-15 | Alusuisse | Laufkranbrücke aus Leichtmetall |
US3294252A (en) * | 1962-12-06 | 1966-12-27 | Ishikawajima Harima Heavy Ind | Crane girders |
FR1391167A (fr) | 1964-01-22 | 1965-03-05 | Pont roulant | |
DE2419678A1 (de) | 1974-04-24 | 1975-11-06 | Messerschmitt Boelkow Blohm | Gittermast-konstruktion, insbesondere fuer kranausleger und aehnliche bauwerke |
US4282978A (en) * | 1980-01-28 | 1981-08-11 | Antonio Zambon | Bridge crane for the emplacement of elongate prefabricated members of structures spanning a multiplicity of spaced-apart supports |
IT1141853B (it) | 1980-03-19 | 1986-10-08 | Condecta Macchine Edili Srl | Struttura reticolare con elementi poligonali per traliccio,particolarmente di gru a torre automontante |
DE3222307A1 (de) | 1982-06-14 | 1983-12-15 | Filigran Trägersysteme GmbH & Co KG, 3071 Leese | Fachwerktraeger |
CN87210761U (zh) * | 1987-11-20 | 1988-09-07 | 牛前卫 | 起重机轨道支架 |
CN102311051A (zh) * | 2011-09-19 | 2012-01-11 | 冯锡兴 | 一种电动双梁桥式起重机 |
DE102012102808A1 (de) * | 2012-03-30 | 2013-10-02 | Demag Cranes & Components Gmbh | Kran, insbesondere Brückenkran oder Portalkran, mit mindestens einem Kranträger |
DE102012102809A1 (de) * | 2012-03-30 | 2013-10-02 | Demag Cranes & Components Gmbh | Kran, insbesondere Brückenkran oder Portalkran, mit mindestens einem Kranträger |
DE102012109586A1 (de) * | 2012-10-09 | 2014-04-10 | Demag Cranes & Components Gmbh | Kran, insbesondere Brückenkran oder Portalkran, mit mindestens zwei Kranträgern |
DE102012109588A1 (de) * | 2012-10-09 | 2014-04-10 | Demag Cranes & Components Gmbh | Kran, insbesondere Brückenkran oder Portalkran, mit mindestens einem Kranträger |
RU130983U1 (ru) * | 2013-04-01 | 2013-08-10 | Олег Филиппович Ермолаев | Несущий мост козлового крана |
-
2012
- 2012-10-09 DE DE102012109586.8A patent/DE102012109586A1/de not_active Withdrawn
- 2012-12-14 CN CN2012206969509U patent/CN203199888U/zh not_active Expired - Lifetime
-
2013
- 2013-10-04 ES ES13771544.7T patent/ES2606027T3/es active Active
- 2013-10-04 BR BR112015006347A patent/BR112015006347A2/pt active Search and Examination
- 2013-10-04 US US14/433,076 patent/US9751730B2/en active Active
- 2013-10-04 CN CN201380052648.7A patent/CN104755409A/zh active Pending
- 2013-10-04 WO PCT/EP2013/070752 patent/WO2014056809A1/de active Application Filing
- 2013-10-04 AU AU2013329652A patent/AU2013329652B2/en not_active Ceased
- 2013-10-04 RU RU2015112354A patent/RU2637715C2/ru active
- 2013-10-04 MX MX2015004530A patent/MX356500B/es active IP Right Grant
- 2013-10-04 EP EP13771544.7A patent/EP2906493B1/de active Active
Patent Citations (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE260030C (de) | ||||
DE1095486B (de) * | 1955-02-26 | 1960-12-22 | Donges Stahlbau Ges Mit Beschr | Fachwerkkranbruecke in Leichtbauweise |
DE1218679B (de) * | 1960-10-14 | 1966-06-08 | Maria Bartmann | Fahrbahntraeger fuer Kranbruecken und Kranbahnen |
DE6604483U (de) | 1965-01-28 | 1970-01-29 | Verlinde Sa | Kastentraeger fuer kranbruecken |
DE1971794U (de) | 1967-09-08 | 1967-11-02 | Ottokar Bente | Traeger fuer zwei-traeger-brueckenkrane. |
DE2239573A1 (de) | 1972-03-03 | 1973-09-06 | Metalleichtbau Veb K | Fachwerktraeger |
DE3731245C2 (de) | 1987-09-17 | 1994-07-28 | Man Ghh Logistics | Kastenträger für einen Zweiträger-Brückenkran |
EP0928769A1 (de) * | 1998-01-12 | 1999-07-14 | Potain | Auslegerteil für Turmkran |
US7503460B1 (en) * | 2004-10-04 | 2009-03-17 | Davor Petricio Yaksic | Gantry crane |
US20110247993A1 (en) * | 2010-04-13 | 2011-10-13 | Gorbel, Inc. | Gantry crane having a truss supported runway |
CN202465064U (zh) * | 2012-03-12 | 2012-10-03 | 抚顺永茂建筑机械有限公司 | 桁架式电动单梁起重机主梁 |
Also Published As
Publication number | Publication date |
---|---|
AU2013329652B2 (en) | 2016-11-24 |
EP2906493A1 (de) | 2015-08-19 |
AU2013329652A1 (en) | 2015-05-21 |
MX2015004530A (es) | 2015-07-14 |
CN104755409A (zh) | 2015-07-01 |
ES2606027T3 (es) | 2017-03-17 |
DE102012109586A1 (de) | 2014-04-10 |
CN203199888U (zh) | 2013-09-18 |
RU2637715C2 (ru) | 2017-12-06 |
US20150266703A1 (en) | 2015-09-24 |
BR112015006347A2 (pt) | 2019-08-27 |
MX356500B (es) | 2018-05-31 |
RU2015112354A (ru) | 2016-11-27 |
EP2906493B1 (de) | 2016-09-07 |
US9751730B2 (en) | 2017-09-05 |
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