EP3907117B1 - String transport system - Google Patents

String transport system Download PDF

Info

Publication number
EP3907117B1
EP3907117B1 EP19907520.1A EP19907520A EP3907117B1 EP 3907117 B1 EP3907117 B1 EP 3907117B1 EP 19907520 A EP19907520 A EP 19907520A EP 3907117 B1 EP3907117 B1 EP 3907117B1
Authority
EP
European Patent Office
Prior art keywords
load
supports
transport system
bearing elements
anchor
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.)
Active
Application number
EP19907520.1A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP3907117A1 (en
EP3907117C0 (en
EP3907117A4 (en
Inventor
Anatoli Eduardovich Unitsky
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Unitsky Anatoli Eduardovich
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP3907117A1 publication Critical patent/EP3907117A1/en
Publication of EP3907117A4 publication Critical patent/EP3907117A4/en
Application granted granted Critical
Publication of EP3907117B1 publication Critical patent/EP3907117B1/en
Publication of EP3907117C0 publication Critical patent/EP3907117C0/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B61—RAILWAYS
    • B61B—RAILWAY SYSTEMS; EQUIPMENT THEREFOR NOT OTHERWISE PROVIDED FOR
    • B61B5/00—Elevated railway systems without suspended vehicles
    • B61B5/02—Elevated railway systems without suspended vehicles with two or more rails
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B61—RAILWAYS
    • B61B—RAILWAY SYSTEMS; EQUIPMENT THEREFOR NOT OTHERWISE PROVIDED FOR
    • B61B3/00—Elevated railway systems with suspended vehicles
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B61—RAILWAYS
    • B61B—RAILWAY SYSTEMS; EQUIPMENT THEREFOR NOT OTHERWISE PROVIDED FOR
    • B61B5/00—Elevated railway systems without suspended vehicles
    • 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
    • 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
    • E01B25/08—Tracks for mono-rails with centre of gravity of vehicle above the load-bearing rail
    • 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
    • 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

  • the invention relates to the area of transport communications, in particular, to the integrated aboveground transport systems of a string type, with transport infrastructure providing speed cargo and passenger traffic.
  • Overpass-type transport systems by Yunitski based on string track structure are well-known, for instance, track structure of transport system by Yunitski [1] is known, comprising at least one fastened on supports rail cord in the form of prestressed load-bearing member (string), encased in body with conjugated working surface for moving of vehicles.
  • string rail cord in span between adjacent supports, forms span sections of single-rail or multi-rail track structure.
  • the track structure of this type uses inserts (gaskets) of variable height increasing towards the middle of span, which, however, complicates the technology of manufacturing and installation of rail cords in field conditions and does not allow to achieve the straightness of track structure and "velvet-smooth track” effect.
  • String transport system by Yunitski [2] comprising fastened on foundation on different levels in spans between adjacent supports and interconnected at least one main cord in the form of prestressed load-bearing member, encased in body with rolling surface for vehicles conjugated therewith, and at least one auxiliary cord with prestressed load-bearing member.
  • Main cord is connected with auxiliary cord by the system of supporting elements of various height, embodied in the form of suspensions and/or pillars, spaced along the span between adjacent supports at certain intervals therebetween.
  • the rolling surface conjugated with body of main cord is located with excess, increasing towards the middle of the span, over straight line passing through the points of this surface in the points of connecting main cord with adjacent supporting elements.
  • rolling surface conjugated with body of main cord may be disposed on liners of variable thickness installed inside or outside body of the cord, between the rolling surface and load-bearing member, at intervals between adjacent supporting elements or/and in span between adjacent supports, wherein body of main cord may be integrally formed with variable thickness liners.
  • the known transport system provides sufficient bearing capacity and rigidity of string track structure, however, is not high-tech and complicates the process of manufacturing rail cords in field conditions and at height of up to tens and hundreds of meters, and, moreover, does not allow to achieve the straightness of track structure and "velvet-smooth track" effect.
  • transport system by Yunitski [3] which includes, at least, one tensioned above foundation, in spans between supports, track structure in the form of extended body, forming rail track with rolling surface and vehicle mounted thereupon.
  • the body of such track structure is made hollow and equipped with prestressed extended load-bearing elements positioned therein, concreted with hardening material distributed in volume of cavity free of load-bearing elements.
  • prestressed extended load-bearing elements are positioned in body in such way that the height of their position level can vary within limits of height of internal volume of body along the span between supports, decreasing towards the middle of span and increasing in directions towards supports forming it.
  • the hardening material used represents materials based on polymer binders, composites and/or cement mixtures, whereas extended load-bearing elements of the structure are made of wire, and/or rods, and/or twisted or non-twisted ropes, and/or cords, strips, strands, tapes, pipes, and/or from different combinations of the above-mentioned variants of high-strength materials.
  • the rail cord in the known transport systems is formed by string-type rails tensioned between anchor supports, the common feature of which is the presence of extended body with rolling surface conjugated therewith, and with prestressed longitudinal load-bearing member enclosed therein.
  • the basis of work of the known transport system is that the rolling surfaces conjugating with bodies of rail cords form a track for supporting wheels of vehicles, the movement of which can be organized by any of the known types of drive.
  • end anchor supports enduring maximum loads from load-bearing elements of rail cords, possess increased materials intensity and cost.
  • transport systems do not provide the required rigidity and straightness of the track, which does not allow, during operation thereof with non-stop traffic, to achieve smoothness and softness of the vehicle motion throughout the track structure.
  • Yunitski which comprises end and intermediate supports mounted on foundation, and at least one rail cord stretched in the spans between them, which includes a plurality of prestressed load-bearing elements tensioned between the supports, combined, at least, in one load-bearing member coupled to the rolling surface for motion of vehicle, whereby up to half of plurality of load-bearing elements are rigidly fixed in longitudinal direction in fastening units located on intermediate supports, and the remaining part of plurality of load-bearing elements is connected to intermediate supports without restriction of their longitudinal movement.
  • the technical aim is also achieved provided that up to a tenth of plurality of load-bearing elements are rigidly fixed in longitudinal direction in fastening units located on the intermediate supports.
  • load-bearing member possesses body and load-bearing elements positioned therein.
  • load-bearing member is implemented in a bodyless embodiment.
  • fastening unit represents an anchor
  • the claimed string transport system by Yunitski (see Fig.1 ) comprises end 2 supports and intermediate 3 supports mounted on foundation 1.
  • end 2 supports and intermediate 3 supports may have various designs, for example - in the form of towers, columns with caps (not shown on figures), steel and reinforced concrete columnar and frame buildings and structures equipped, for example, with passenger stations and/or cargo terminals (not shown on figures), other functional structures.
  • At least one rail cord 4 is tensioned, comprising plurality of prestressed load-bearing elements 5 tensioned between supports, and combined at least in one load-bearing member 6 (see Figs.2 and 3 ).
  • End 2 supports are anchor supports with ends of prestressed load-bearing elements 5 of rail cords 4 fastened thereon by means of anchoring.
  • Intermediate 3 supports represent anchor supports, with ends of prestressed load-bearing elements 5 of rail cords 4 fastened thereon by means of anchoring.
  • the claimed string transport system may include intermediate 3 supports which are not anchor ones.
  • some of plurality of load-bearing elements are rigidly fixed (e.g. by anchoring) in fastening units on intermediate 3 anchor supports.
  • the remaining load-bearing elements 5 of rail cord 4 remain unfixed on intermediate 3 support and are connected to these supports without restrictions on their longitudinal movement.
  • Such intermediate 3 supports partially act as intermediate anchor supports and participate in redistribution of force loads on end 2 (anchor) supports. Hereby, stability of end 2 supports in relation to longitudinal tension forces is increased.
  • load-bearing elements 5 may be used, made of, as a rule, in the form of twisted and/or untwisted ropes, cables, bands, strips, cords, strands, reinforcement bars, high-strength steel wire, tubes or other extended load-bearing elements from any high-strength materials, assembled in one bunch and/or several bunches.
  • Load-bearing member 6 is connected via body 8 with rolling surface A for motion of vehicle 7.
  • Wheeled vehicle 7 (passenger and/or cargo, and/or cargo-passenger), as part of string transport system by Yunitski, can be either mounted on wheels on rolling surface A of load-bearing member 6 of rail cord 4, a view of cross-sectional embodiment of which is schematically shown on Fig. 2 , or suspended from below on rolling surface A of load-bearing member 6 of rail cord 4, a view of cross-sectional embodiment of which is schematically shown on Fig. 3 .
  • the motion of vehicle 7 can be realized by any of the known types of drive.
  • Rail cord 4 may be monorail, or may be, for example, an element of a multi-rail track structure, or one of chords (or chord fragment) of trussed construct of track structure of string transport system, or cable/cord assembly (not shown on figures).
  • load-bearing member 6 may comprise body 8, in which load-bearing elements 5 are placed.
  • An embodiment of load-bearing member 6 of rail cord 4 in a body variant of practical implementation is shown schematically on Figs.2 - 5 .
  • the space inside body 8 of load-bearing member 6 can be filled with hardening mixture 9.
  • hardening mixture 9 polymer binder composite compositions, cement mixtures (see Figs.2, 3 and 4 ) and/or similar hardening materials are used.
  • load-bearing member 6 of rail cord 4 is grouted (concreted), thereby transferring and redistributing external loads and forces to all prestressed load-bearing elements 5 of string transport system, which significantly increases flexural rigidity and reliability of body 8 of load-bearing member 6 of rail cord 4 (see Figs.2, 3 and 4 ).
  • load-bearing member 6 of rail cord 4 does not work as a flexible element, but as a rigid continuous beam.
  • An alternative embodiment is a bodyless variant of load-bearing member 6 of rail cord 4, whereby vehicle 7 interacts and travels on the rolling surface A located directly on the surface of load-bearing member 6, made, for example, in the form of a rope.
  • Fastening units 10 of load-bearing elements 5 of load-bearing member 6 (and rail cord 4 as a whole) on end 2 and intermediate 3 anchor supports represent any known devices similar to those used in suspension and cable-stayed bridges, ropes and prestressed reinforced concrete structures for fastening (anchoring) of tensioned load-bearing members (reinforcement, ropes, high-strength wires, etc.).
  • fastening unit 10 of load-bearing elements 5 of load-bearing member 6 on intermediate 3 anchor supports comprises anchor 11 positioned on load-bearing bulkhead 12 (see Fig.5 ) rigidly fixed on intermediate 3 anchor support.
  • any intermediate 3 anchor support has a certain margin of stability, in order to save material resources, it is advisable to redistribute between end 2 and intermediate 3 anchor supports of transport system, through the anchors 11 positioned on transverse bulkhead 12 of intermediate 3 anchor support, the effect of axial forces which create prestressing of load-bearing elements 5 of rail cord 4.
  • Partial anchoring of load-bearing elements 5 on intermediate 3 anchor supports allows to evenly distribute combined tension force of load-bearing member 6, transferred to intermediate 3 anchor supports, and thereby ensure their load relief, and increase stability of end 2 supports and reliability of rail-string transport overpass, with decreased material capacity, costs of supports and load-bearing member 6, alongside with load-bearing elements 5 and rail cord 4 as a whole.
  • the mentioned embodiment of track structure, and in particular of rail cord 4 ensures the preservation of reliability and safety, even in extreme situation, when the integrity of one or more load-bearing elements 5 is damaged.
  • Increase of number of load-bearing elements 5 rigidly fixed in longitudinal direction in fastening units 10, located on intermediate 3 anchor supports, more than half of all load-bearing elements 5 of load-bearing member 6, makes it possible to carry out more substantial load relief of supports, but at the same time there is a significant increase in material consumption and cost of intermediate 3 anchor supports, as well as - unjustifiable reduction in technological effectiveness of construction of the transport system as a whole.
  • anchor 11 on intermediate 3 anchor support is configured to join prestressed load-bearing elements 5.
  • durability of both load-bearing elements 5 of load-bearing member 6 and rail cord 4 as a whole is improved.
  • the joints of load-bearing elements 5 are arranged on intermediate 3 anchor supports in fastening units 10. This will allow to reduce cost and simplify assembly process of transport system in field conditions.
  • intermediate 3 anchor support comprising fastening unit 10 is provided with elements reinforcing its stability, for example, stays 13, and/or braces 14 (see Figs.1 and 6 ).
  • elements reinforcing its stability for example, stays 13, and/or braces 14 (see Figs.1 and 6 ).
  • material capacity and cost of supports are significantly reduced, and reliability and bearing capacity of Yunitski string transport system are significantly increased.
  • Construction of the presented string transport system by Yunitski includes installation on foundation 1 of end 2 and intermediate 3 supports, in spans Z between which at least one rail cord 4 is fastened and at least one wheeled vehicle 7 is guided along it.
  • the load-bearing elements 5 of load-bearing member 6 of rail cord 4 are tensioned and anchored, in accordance with design option, both on end 2 and intermediate 3 anchor supports.
  • end 2 anchor supports in span between end 2 anchor supports, equaling to, for example, 10,000 meters, it can be established, at the same distance from each other, depending on the design option, from two to ten intermediate 3 anchor supports.
  • the intermediate 3 anchor supports during construction and installation of rail cord 4, will experience 2 to 10 times less forces from load-bearing elements 5, since load-bearing elements 5, for example, reinforcement ropes, have a limited length not exceeding 1,000 - 5,000 m.
  • Rail cord 4 is arranged between supports in spans L. Its prestressing is carried out by tensioning in longitudinal direction of load-bearing elements 5 of load-bearing member 6 and their anchoring on corresponding supports.
  • load-bearing elements 5 of load-bearing member 6 and their anchoring on corresponding supports.
  • each intermediate 3 anchor support there occurs balancing of tension forces, formed on both sides of the support, of load-bearing elements 5 anchored on this support.
  • each intermediate 3 support has a certain margin of stability. Thus, with end 2 supports distancing, the stability of intermediate 3 support 3 and its resistance to overturning moment from load-bearing elements 5 anchored thereon is increased.
  • intermediate 3 anchor support with anchor 11 is made reinforced and/or it is supplied with stays 13 and/or braces 14, which allows to increase its stability without significant increase in material capacity.
  • String transport system by Yunitski of the described structure allows to create a transport system, having high load capacity and improved operational characteristics and ensure load relief, reduction of material capacity and stresses in end 2 supports, increase of rigidity and reliability of rail cord 4 with stabilization throughout its longitudinal evenness and straightness of rolling surfaces A and achievement of "velvet-smooth track" effect with increase of spans Z between supports.
EP19907520.1A 2019-01-04 2019-12-30 String transport system Active EP3907117B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
EA201900138A EA037218B1 (ru) 2019-01-04 2019-01-04 Струнная транспортная система юницкого
PCT/BY2019/000018 WO2020140143A1 (ru) 2019-01-04 2019-12-30 Струнная транспортная система

Publications (4)

Publication Number Publication Date
EP3907117A1 EP3907117A1 (en) 2021-11-10
EP3907117A4 EP3907117A4 (en) 2022-10-05
EP3907117B1 true EP3907117B1 (en) 2024-03-06
EP3907117C0 EP3907117C0 (en) 2024-03-06

Family

ID=71406512

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19907520.1A Active EP3907117B1 (en) 2019-01-04 2019-12-30 String transport system

Country Status (4)

Country Link
EP (1) EP3907117B1 (ru)
CN (1) CN114728662B (ru)
EA (1) EA037218B1 (ru)
WO (1) WO2020140143A1 (ru)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117604830A (zh) * 2023-10-13 2024-02-27 广东京兰空铁发展有限公司 轨道系统、架设方法及空铁交通系统

Family Cites Families (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB737265A (en) * 1952-04-09 1955-09-21 Fisher & Ludlow Ltd Improvements in or relating to conveyors for goods
US3604361A (en) * 1969-01-21 1971-09-14 Aerial Transit Systems Inc Aerial guideway system
CH624624A5 (ru) * 1977-11-14 1981-08-14 Rudolf Baltensperger
EP0207887A1 (fr) * 1985-06-27 1987-01-07 Ateliers de Constructions Mecaniques de Vevey S.A. Installation de transport public roulant sur une voie suspendue
WO1995027643A1 (fr) 1994-04-08 1995-10-19 Ntl Neue Transportlinien Gmbh Systeme de transport en ligne
CN2263134Y (zh) * 1995-08-09 1997-09-24 铁道部大桥工程局 短平台复合型牵索式挂篮
ATE397701T1 (de) * 2001-01-29 2008-06-15 Vsl Int Ag Vorrichtung und verfahren zum verankern eines schrägseilendes auf einer basis
RU2223357C1 (ru) * 2002-05-30 2004-02-10 Юницкий Анатолий Эдуардович Транспортная система юницкого (варианты) и способ построения транспортной системы
EA005017B1 (ru) * 2003-07-23 2004-10-28 Анатолий Эдуардович Юницкий Струнная транспортная система (варианты), способ изготовления и монтажа пролетного отрезка струнной рельсовой нити
EA006111B1 (ru) * 2004-07-09 2005-08-25 Анатолий Эдуардович Юницкий Транспортная система юницкого ( варианты ) и способ построения транспортной системы
RU2324612C1 (ru) * 2006-07-27 2008-05-20 Анатолий Эдуардович Юницкий Струнная транспортная система юницкого
RU2325293C2 (ru) * 2006-07-27 2008-05-27 Анатолий Эдуардович Юницкий Струнная транспортная система юницкого и способ построения струнной транспортной системы
US7624684B2 (en) * 2007-08-09 2009-12-01 Richard David Morris Cable suspended, self leveling tram with self-propelled tractor bogie
RU2475387C1 (ru) * 2011-08-18 2013-02-20 Анатолий Эдуардович Юницкий Транспортная система юницкого и способ построения струнной транспортной системы
WO2016126496A1 (en) * 2015-02-08 2016-08-11 Hyperloop Technologies, Inc Transportation system
EA031884B1 (ru) * 2016-06-20 2019-03-29 Анатолий Эдуардович Юницкий Система коммуникаций юницкого
EA034463B1 (ru) * 2016-06-20 2020-02-11 Анатолий Эдуардович Юницкий Система коммуникаций юницкого и её применение для транспортировки жидкостей и/или газов и/или в сетях электроснабжения и/или связи
EA031917B1 (ru) * 2016-12-23 2019-03-29 Анатолий Эдуардович Юницкий Транспортная система юницкого
EA038766B1 (ru) * 2019-09-25 2021-10-15 Анатолий Эдуардович Юницкий Струнная транспортная система юницкого

Also Published As

Publication number Publication date
EP3907117A1 (en) 2021-11-10
CN114728662B (zh) 2023-10-31
EA201900138A1 (ru) 2020-07-31
EP3907117C0 (en) 2024-03-06
EP3907117A4 (en) 2022-10-05
CN114728662A (zh) 2022-07-08
EA037218B1 (ru) 2021-02-20
WO2020140143A1 (ru) 2020-07-09

Similar Documents

Publication Publication Date Title
RU2325293C2 (ru) Струнная транспортная система юницкого и способ построения струнной транспортной системы
CN107386091B (zh) 马鞍抛物面空间混合缆索体系的悬索桥及施工方法
RU2520983C2 (ru) Транспортная система юницкого
RU2475387C1 (ru) Транспортная система юницкого и способ построения струнной транспортной системы
KR101256130B1 (ko) 프리캐스트 거더 및 이를 이용한 교량 구조물
EP3907117B1 (en) String transport system
RU2475386C1 (ru) Транспортная система юницкого и способ построения струнной транспортной системы
CN115427283A (zh) 尤尼茨基弦索式运输系统
CN211171558U (zh) 适应不同跨径的模数式超高性能混凝土预制拼装梁
EP3395637B1 (en) Communications system
EP3560786B1 (en) Transport system
CN111094100B (zh) 桁架式轨道结构和导轨
CN112770955B (zh) 尤尼茨基的运输系统及其制造及组装方法
EP3702231B1 (en) String track structure
EP4074570A1 (en) Transport system
CN111424524A (zh) 适应不同跨径的模数式超高性能混凝土预制拼装梁
WO2018223208A1 (ru) Рельс транспортной системы
EA037758B1 (ru) Транспортная система юницкого (варианты)
EA034463B1 (ru) Система коммуникаций юницкого и её применение для транспортировки жидкостей и/или газов и/или в сетях электроснабжения и/или связи
RU167381U1 (ru) Балка мостовая железобетонная преднапряженная
WO2017219113A1 (ru) Система транспортных коммуникаций
EA004391B1 (ru) Рельсовая путевая структура транспортной системы юницкого (варианты)
KR20130106518A (ko) 트러스형 프리스트레스 콘크리트 거더
EA036973B1 (ru) Транспортная система юницкого
EA032041B1 (ru) Система коммуникаций юницкого (варианты)

Legal Events

Date Code Title Description
STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE INTERNATIONAL PUBLICATION HAS BEEN MADE

PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE

17P Request for examination filed

Effective date: 20210802

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

DAV Request for validation of the european patent (deleted)
DAX Request for extension of the european patent (deleted)
A4 Supplementary search report drawn up and despatched

Effective date: 20220901

RIC1 Information provided on ipc code assigned before grant

Ipc: E01B 25/22 20060101ALI20220826BHEP

Ipc: E01B 25/08 20060101ALI20220826BHEP

Ipc: B61B 13/04 20060101ALI20220826BHEP

Ipc: B61B 5/00 20060101ALI20220826BHEP

Ipc: B61B 3/02 20060101AFI20220826BHEP

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: GRANT OF PATENT IS INTENDED

INTG Intention to grant announced

Effective date: 20230919

RAP3 Party data changed (applicant data changed or rights of an application transferred)

Owner name: UNITSKY, ANATOLI EDUARDOVICH

RIN1 Information on inventor provided before grant (corrected)

Inventor name: UNITSKY, ANATOLI EDUARDOVICH

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE PATENT HAS BEEN GRANTED

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602019048026

Country of ref document: DE

U01 Request for unitary effect filed

Effective date: 20240326

U07 Unitary effect registered

Designated state(s): AT BE BG DE DK EE FI FR IT LT LU LV MT NL PT SE SI

Effective date: 20240408