EP3622133A1 - Gekröpfter auslegerarm mit veränderlichem querschnitt für mobile betonpumpen - Google Patents
Gekröpfter auslegerarm mit veränderlichem querschnitt für mobile betonpumpenInfo
- Publication number
- EP3622133A1 EP3622133A1 EP18725450.3A EP18725450A EP3622133A1 EP 3622133 A1 EP3622133 A1 EP 3622133A1 EP 18725450 A EP18725450 A EP 18725450A EP 3622133 A1 EP3622133 A1 EP 3622133A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- cross
- section
- boom
- arm
- cantilever arm
- 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.)
- Granted
Links
- 239000000835 fiber Substances 0.000 claims abstract description 30
- 239000002131 composite material Substances 0.000 claims abstract description 13
- 238000005452 bending Methods 0.000 claims abstract description 10
- 238000009826 distribution Methods 0.000 claims abstract description 6
- 230000007704 transition Effects 0.000 claims description 6
- 230000000694 effects Effects 0.000 claims description 4
- 239000012530 fluid Substances 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract description 4
- 229910000831 Steel Inorganic materials 0.000 description 8
- 239000010959 steel Substances 0.000 description 8
- 239000004744 fabric Substances 0.000 description 5
- 239000011159 matrix material Substances 0.000 description 4
- 239000011162 core material Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000007493 shaping process Methods 0.000 description 3
- 230000009969 flowable effect Effects 0.000 description 2
- 239000002994 raw material Substances 0.000 description 2
- 240000007182 Ochroma pyramidale Species 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 230000008021 deposition Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 238000003475 lamination Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 238000009958 sewing Methods 0.000 description 1
- 239000013585 weight reducing agent Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
- 239000002759 woven fabric Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
- E04G21/04—Devices for both conveying and distributing
- E04G21/0418—Devices for both conveying and distributing with distribution hose
- E04G21/0436—Devices for both conveying and distributing with distribution hose on a mobile support, e.g. truck
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
- E04G21/04—Devices for both conveying and distributing
- E04G21/0418—Devices for both conveying and distributing with distribution hose
- E04G21/0445—Devices for both conveying and distributing with distribution hose with booms
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
- B66C23/62—Constructional features or details
- B66C23/64—Jibs
- B66C23/68—Jibs foldable or otherwise adjustable in configuration
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
- E04G21/04—Devices for both conveying and distributing
- E04G21/0418—Devices for both conveying and distributing with distribution hose
- E04G21/0427—Devices for both conveying and distributing with distribution hose on a static support, e.g. crane
Definitions
- the invention relates to a boom for mobile concrete pumps and a mobile concrete pump.
- Mobile concrete pumps regularly have a jib arranged on a mobile substructure with a conveying line running along it, through which flowable concrete can be pumped.
- the cantilever comprises several Ausle ⁇ gerarme which can be pivoted about pivot axes in each case transversely to the longitudinal direction of the cantilever arm relative to each other.
- cantilever arms From the prior art made of steel cranked cantilever arms are known. These cantilever arms a plurality of steel profiles with the same cross section are ver ⁇ welded to each other such that the desired bend is formed, wherein in the Usually two steel profiles substantially pa rallel ⁇ arranged at a right-angle bend and are connected together by a to duri ⁇ fendes at an angle third steel profile.
- the steel profile must have a certain wall thickness.
- a cranked extension arm according to the prior art in a not inconsiderable Ge ⁇ weight.
- the high weight of the individual cantilever arms and in particular cranked cantilever arms according to the prior art disadvantageous since the number of possible cantilever arms of a mobile concrete pump - and thus often the maximum achievable height - is often limited by the maximum permissible total weight of the concrete pump or their maximum permissible axle load, the high weight of the individual cantilever arms and in particular cranked cantilever arms according to the prior art disadvantageous.
- the invention has for its object to provide a cranked boom and a mobile concrete pump, at de ⁇ nen the disadvantages of the prior art no longer occur or only to a lesser extent.
- the invention relates to a boom, in particular for the distribution boom of a concrete pump, with a first and a second end, wherein between the first and the second end of the boom at least one cranked portion is seen ⁇ before, occurring in the proper use of main bending loads as Torsionsbelastept act, and the A cantilever arm made of fiber composite material, wherein the height of the cantilever arm in cross-section is greater than the width of the cantilever arm in cross-section and in the cranked region, the width of the cantilever arm in cross-section greater than or equal to the height of the cantilever arm in cross-section.
- the invention further relates to a concrete pump with a distribution boom arranged on a substructure comprising at least two extension arms, wherein at least one extension arm is designed according to the invention.
- width and height of the extension arm refer to the dimensions of the extension arm, such as those for the calculation of the area moment of inertia about a pivot axis of the
- Auslegerarms are defined. As a pivot axis of the boom arm while an axis is designated to the extension arm can be UNMIT ⁇ telbar pivoted relative to an adjacent boom arm relative thereto.
- the fibers or continuous fibers have a length of generally more than 50 mm, in particular the fiber length is such that they can no longer be processed in an extrusion process as a flat raw material or roving, which can then be processed into fiber composite material.
- "Ro ⁇ ving” designates a bundle, strand or multifilament yarn from essentially parallel endless fibers.
- a "flat raw material” may be, for example, a woven fabric, a scrim, a knit or a braid.
- extension arm according to the invention is made of fiber composite material can be basically a facilitiesseinspa ⁇ tion compared to a similar extension arm reach of steel. Due to the significantly lower specific overall Klobuk of fiber composite material is a significant Ge ⁇ weight reduction can be achieved compared to the steel construction often, even if a slightly greater wall thickness must be selected if necessary in order to achieve a comparable stiffness.
- the invention is based on the knowledge that at least in cranked Auslegerar ⁇ men a simple change of material is not readily possible or at least no greater weight savings supplies , This is due, inter alia, to the fact that with bent extension arms made of fiber composite material, the wall thickness can not be substantially reduced compared to a steel version, without the stiffness of Aus ⁇ legearms in the range of cranking is reduced to an unacceptable level for use in concrete pumps.
- the invention has recognized that in the region of the cranking part of the forces acting on the cantilever arm normal loads, which are originally to bending loads act as torsional loads. Based on this knowledge, the invention provides that this particular form of load in the area of the cranking is not countered by a greater wall thickness, but rather by shaping adapted to the load. While away from the cranked Be ⁇ Reich, the height of the boom in cross-section is greater than the width of the cantilever arm in cross-section - which can be in the ⁇ special bending loads absorb well - is in the cranked region the width of the cantilever arm in cross-section greater than or equal to the height of the cantilever arm in cross section. By means of the cross-sectional adaptation according to the invention, it is often possible to achieve sufficient rigidity even in the area of the cranking without an increase in the wall thickness being necessary.
- the boom is cranked in a plane perpendicular to the bending load. Only in this case, namely, the torsional stresses in question occur.
- the extension arm can be cranked in a plane which is parallel to Wenig ⁇ least one of the pivot axes about which the boom may be pivoted in each case relative to an adjacent boom arms.
- the wall thickness in the region of the offset is smaller or substantially equal to the wall thickness apart from the offset.
- the height of the cantilever arm in cross section is in the range of cranking preferably equal to the height of the cantilever arm in cross section off the crank, said height often corresponds to reasons of rigidity of the maximum available height for the cantilever.
- the height over the entire length of the cantilever arm is the same, is relievege ⁇ assumed that the forces acting on the cantilever bending Bela ⁇ obligations is taken uniformly over its entire length.
- the cantilever arm is tapering in height from one end to the other end, the height at one end is higher than at the other end.
- the height of the boom in cross ⁇ cut over the area of the bend away uniform is too ⁇ continuously.
- a step-shaped adjustment of the height should be dispensed with.
- transition between the cross section of the cantilever arm away from the cranked region and the cross section of the cantilever arm in the cranked region is so fluid that no additional notch effect is created by the transition.
- the cross section of the boom in the overall kröpften area based on a substantially octagonal basic shape with a p4 symmetry, where the symmetry ⁇ axes forming edges are preferably greater than the other edges and / or in the width direction Cross-sectional edges are longer than the running in the direction of the height of the cross-section edges.
- the cross-section of the boom away from the cranked area based on a substantially octagonal shape with a p4 symmetry, wherein the Symmetrieach ⁇ sen forming edges are preferably greater than the other edges and / or extending in the direction of the height of the cross section edges longer are as the edges extending in the direction of the width of the cross section. Since the bending loads dominate in the area beyond the cranking, the cross-section is optimized to this effect. It is preferred if there are at least curved on a part of the edge of the boom in cross-section convex toward the outside, where at ⁇ this can also apply them both off for the range of the offset as well. By a corresponding partially convex shaping, the torsional stiffness of the cantilever arm he ⁇ be increased.
- the corners are rounded in the cross section of the boom ⁇ arms. By appropriately rounded corners voltage peaks can be avoided or at least reduced.
- the cantilever arm at least one passage opening ⁇ as a pivot point, with the opposite Be ⁇ rich of the outer surfaces of the cantilever in which one of the passage openings opens out are respectively parallel to each other staltet excluded.
- the cantilever arm is preferably made of continuous fiber reinforced fiber composite material and may be formed of fiber fabric, fiber fabric, fiber braid or a combination thereof. In particular, in the case of a fiber fabric, it is possible to store the individual fibers or rovings optimized in a form for the boom. It is also possible to use specially prepared preform scrims in which the individual fibers are fastened in the desired course on a carrier fabric, for example by sewing.
- the cantilever arm is made from prefabricated mats by lamination.
- the fibers can be arranged differently.
- the layers can be laminated individually or in the form of prefabricated multilayer fabrics. It is also possible to use unidirectional scrims which are laid in a form for the boom according to the expected loads.
- the fiber deposition, dry (with subsequent introduction of the matrix material), or in the form of prepreg (impregnated with duroplasti ⁇ schem matrix material fibers) may wet (ie with the matrix mate rial impregnated ⁇ ) take place.
- Mat ⁇ rixmaterial resin preferably epoxy resin can be used in particular.
- a core material for forming a sandwich structure is provided a core material for forming a sandwich structure.
- the core material may be, for example, balsa wood or foam.
- Figure 1 an embodiment of a mobile concrete pump according to the invention
- FIG. 2 shows a detailed illustration of two extension arms of the
- FIG. 3 shows a cross section through the bent arm of FIG. 2 in the region of the crank
- FIG. 4 a cross section through the cranked boom of Figure 2 in the area off the crank.
- the mobile concrete pump 1 with distributor boom 2 shown in FIG. 1 is a truck-mounted concrete pump, in which the distributor boom 2 is fastened to a mobile substructure 3.
- the distribution boom 2 is hinged and includes this meh ⁇ eral, by hydraulic cylinder 4 relative to each other pivotable bare cantilever arms 5, in which is guided (only partially presented Darge ⁇ ) delivery line 6 for flowing concrete.
- pump 7 may flowable concrete from the hopper 8 through the feed pipe 6 with the free open end 6 of the conveying line 6 conveys ⁇ overall be.
- two of the boom arms 5 of the concrete pump 1 of Figure 1 are shown individually, wherein one of the two boom arms 5 cranked and at least the cranked boom arm 5 is made of continuous fiber reinforced fiber composite material.
- the two extension arms 5 are pivotally connected via a hinge pin 9 relative to each other.
- the cranked extension arm 5 in FIG. 2 comprises a cranked region 12 arranged between the first end 10 and the second end 11 of the extension arm 5, the offset lying in a plane parallel to the hinge pin 9 or the pivot axis defined thereby.
- FIG. 3 shows a cross section through the cantilever arm 5 in the cranked region
- FIG. 4 shows a cross section through the same cantilever arm 5 but away from the cranked region 12.
- edges 15 which extend in the direction of the width b longer than those edges 15 which extend in the direction of the height h. Offside the bend it is the other way around. As can be seen in Figure 4, there are those edges 15 which extend in the direction of the height h, longer than the edges 15 which extend in the direction of the width b.
- Both in the area of the offset 12 (see FIG. 3) and away from it (see FIG. 4) is curved at the edges 15, 15 ⁇ of the extension arm 5 outwardly convex.
- the curvature is designed so that the boom 5 has a constant height h over its entire length. Accordingly, the visible in Figure 2 top of the boom 5 is free of steps.
- the transition from the cross section of the extension arm 5 in the cranked region 12 to the cross section away from this region 12 is so fluid that no additional notch effect is created by the change in cross section.
- the cantilever arm 5 is rounded in cross-section at the corners 14 (compare Figures 3 and 4).
- the cantilever arm 5 is made in one piece from continuous fiber-reinforced fiber composite material, wherein the cantilever arm 5 is laminated by known methods from prefabricated mats. Over the entire length of the extension arm 5, the number of seen to create the structure over the cross section is constant. As a result, the cross-sectional area also remains constant over the entire length of the extension arm 5. However, since the cross section of the extension arm 5 in the region of the crank 12 (see FIG. 3) has a larger circumference than outside this region (see FIG. 4), the wall thickness in the region of the crank 12 is slightly reduced in individual subregions in order to continue to achieve the same cross-sectional area.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102017208031.0A DE102017208031A1 (de) | 2017-05-12 | 2017-05-12 | Gekröpfter Auslegerarm mit veränderlichem Querschnitt für mobile Betonpumpen |
PCT/EP2018/062109 WO2018206703A1 (de) | 2017-05-12 | 2018-05-09 | Gekröpfter auslegerarm mit veränderlichem querschnitt für mobile betonpumpen |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3622133A1 true EP3622133A1 (de) | 2020-03-18 |
EP3622133B1 EP3622133B1 (de) | 2022-04-20 |
Family
ID=62196542
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP18725450.3A Active EP3622133B1 (de) | 2017-05-12 | 2018-05-09 | Gekröpfter auslegerarm aus faserverbundmaterial mit veränderlichem querschnitt für mobile betonpumpen und betonpumpe |
Country Status (6)
Country | Link |
---|---|
US (1) | US11952788B2 (de) |
EP (1) | EP3622133B1 (de) |
KR (1) | KR102327429B1 (de) |
CN (1) | CN110621833B (de) |
DE (1) | DE102017208031A1 (de) |
WO (1) | WO2018206703A1 (de) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2022164579A (ja) | 2021-04-16 | 2022-10-27 | 信越化学工業株式会社 | 生体電極組成物、生体電極、及び生体電極の製造方法 |
Family Cites Families (35)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3412761A (en) * | 1966-06-09 | 1968-11-26 | Ohio Brass Co | Insulating boom and method of manufacture |
AT332101B (de) * | 1969-06-10 | 1976-09-10 | Schwing Friedrich | Vorrichtung zum verteilen von beton |
US3893480A (en) * | 1973-12-26 | 1975-07-08 | Glenn G Dunbar | Hydraulic line assembly |
US4171597A (en) * | 1976-01-29 | 1979-10-23 | Coles Cranes Limited | Crane boom and telescopic section for it |
US4262696A (en) * | 1978-05-16 | 1981-04-21 | Rotec Industries, Inc. | Swivel arm concrete placer |
US5238716A (en) * | 1991-07-19 | 1993-08-24 | Yutaka Adachi | Composite beam having a hollow cross section |
JPH06313325A (ja) | 1993-04-30 | 1994-11-08 | Komatsu Ltd | 建設機械用作業機のブーム部材 |
DE19829829A1 (de) * | 1998-07-03 | 2000-01-13 | Grove Us Llc Shady Grove | Verbundwerkstoff-Teleskopteil und -ausleger |
DE10106427B4 (de) * | 2001-02-12 | 2006-06-22 | Schwing Gmbh | Verteilervorrichtung für Dickstoffe, insbesondere für Beton |
US6786233B1 (en) * | 2001-02-23 | 2004-09-07 | Schwing America, Inc. | Boom utilizing composite material construction |
US6698451B2 (en) * | 2001-02-23 | 2004-03-02 | Schwing America, Inc. | Conveying pipeline mounted inside a boom |
US6719009B1 (en) * | 2001-02-23 | 2004-04-13 | Schwing America, Inc. | Composite material piping system |
DE20120121U1 (de) | 2001-12-12 | 2002-03-07 | Grove Us Llc Shady Grove | Teleskopausleger für einen Fahrzeugkran |
US6913041B2 (en) * | 2002-10-15 | 2005-07-05 | Construction Forms, Inc. | Tapered boom hose |
JP2005112514A (ja) | 2003-10-06 | 2005-04-28 | Tadano Ltd | 伸縮ブーム |
DE102008013203A1 (de) * | 2008-03-08 | 2009-09-17 | Terex-Demag Gmbh | Ausleger zur endseitigen Aufnahme von Lasten, Ausleger-Baugruppe mit mindestens zwei derartigen Auslegern sowie Verfahren zur Herstellung eines derartigen Auslegers |
US8505184B2 (en) * | 2009-03-13 | 2013-08-13 | Cifa Spa | Method to make an arm for the distribution of concrete, and arm thus made |
IT1398899B1 (it) * | 2010-03-12 | 2013-03-21 | Cifa Spa | Braccio di distribuzione di calcestruzzo e relativo procedimento di realizzazione |
US9290363B2 (en) * | 2011-07-21 | 2016-03-22 | Manitowoc Crane Companies, Llc | Tailor welded panel beam for construction machine and method of manufacturing |
US8991029B2 (en) * | 2011-09-26 | 2015-03-31 | Caterpillar Inc. | Beam structure |
ITMI20120206A1 (it) * | 2012-02-14 | 2013-08-15 | Cifa Spa | Segmento di un braccio articolato e braccio articolato comprendente detto segmento |
DE102012213727A1 (de) * | 2012-08-02 | 2014-02-06 | Putzmeister Engineering Gmbh | Betonverteilermast für Betonpumpen |
DE102012224340A1 (de) * | 2012-12-21 | 2014-06-26 | Putzmeister Engineering Gmbh | Mastarm für einen Betonverteilermast und Verfahren zu dessen Herstellung |
CN103332610B (zh) | 2013-07-09 | 2016-03-09 | 武汉理工大学 | 一种碳纤维复合材料臂架端部的连接结构 |
CN103352572A (zh) | 2013-08-01 | 2013-10-16 | 徐州徐工施维英机械有限公司 | 一种混凝土泵车的臂架以及混凝土泵车 |
DE102014215947A1 (de) * | 2014-08-12 | 2016-03-03 | Putzmeister Engineering Gmbh | Hohlkörper |
DE102014012493A1 (de) * | 2014-08-27 | 2016-03-03 | Schwing Gmbh | Knickmast |
DE102015108473A1 (de) * | 2015-05-28 | 2016-12-01 | Schwing Gmbh | Großmanipulator mit schnell ein- und ausfaltbarem Knickmast |
DE102016112748A1 (de) * | 2016-07-12 | 2018-01-18 | Schwing Gmbh | Großmanipulator mit gewichtoptimiertem Knickmast |
DE102017203705A1 (de) * | 2017-03-07 | 2018-09-13 | Putzmeister Engineering Gmbh | Auslegerarmsystem mit bauraumreduzierender Einfaltstellung |
US10806105B2 (en) * | 2017-10-04 | 2020-10-20 | Deere & Company | System of integrated passageways in a carbon fiber boom and method thereof |
AT520543B1 (de) * | 2018-01-23 | 2019-05-15 | Schwing Gmbh F | Großmanipulator mit Endschlauchhalter |
US10662609B2 (en) * | 2018-04-11 | 2020-05-26 | Deere & Company | Hybrid loader boom arm assembly |
US10697148B2 (en) * | 2018-04-11 | 2020-06-30 | Deere & Company | Hybrid loader boom arm assembly |
DE102019107456A1 (de) * | 2019-03-22 | 2020-09-24 | Schwing Gmbh | Knickmast mit Mastsegmenten und Verfahren zur Herstellung eines Mastsegmentes |
-
2017
- 2017-05-12 DE DE102017208031.0A patent/DE102017208031A1/de not_active Ceased
-
2018
- 2018-05-09 WO PCT/EP2018/062109 patent/WO2018206703A1/de active Application Filing
- 2018-05-09 EP EP18725450.3A patent/EP3622133B1/de active Active
- 2018-05-09 CN CN201880031236.8A patent/CN110621833B/zh active Active
- 2018-05-09 KR KR1020197034720A patent/KR102327429B1/ko active IP Right Grant
- 2018-05-09 US US16/612,852 patent/US11952788B2/en active Active
Also Published As
Publication number | Publication date |
---|---|
US11952788B2 (en) | 2024-04-09 |
KR20200006069A (ko) | 2020-01-17 |
US20200199897A1 (en) | 2020-06-25 |
CN110621833B (zh) | 2022-05-31 |
WO2018206703A1 (de) | 2018-11-15 |
KR102327429B1 (ko) | 2021-11-17 |
DE102017208031A1 (de) | 2018-11-15 |
CN110621833A (zh) | 2019-12-27 |
EP3622133B1 (de) | 2022-04-20 |
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