EP1613821A1 - Einstellvorrichtung für fundament - Google Patents

Einstellvorrichtung für fundament

Info

Publication number
EP1613821A1
EP1613821A1 EP04718781A EP04718781A EP1613821A1 EP 1613821 A1 EP1613821 A1 EP 1613821A1 EP 04718781 A EP04718781 A EP 04718781A EP 04718781 A EP04718781 A EP 04718781A EP 1613821 A1 EP1613821 A1 EP 1613821A1
Authority
EP
European Patent Office
Prior art keywords
foundation
adjustment device
mounting plate
lock bar
bolt
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
Application number
EP04718781A
Other languages
English (en)
French (fr)
Other versions
EP1613821B1 (de
Inventor
Roland Johansson
Johnny Mattsson
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.)
JOHANSSON, ROLAND
MATTSSON, JOHNNY
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
Priority to PL04718781T priority Critical patent/PL1613821T3/pl
Publication of EP1613821A1 publication Critical patent/EP1613821A1/de
Application granted granted Critical
Publication of EP1613821B1 publication Critical patent/EP1613821B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/42Foundations for poles, masts or chimneys
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22Sockets or holders for poles or posts
    • E04H12/2207Sockets or holders for poles or posts not used
    • E04H12/2215Sockets or holders for poles or posts not used driven into the ground
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22Sockets or holders for poles or posts
    • E04H12/2284Means for adjusting the orientation of the post or pole

Definitions

  • the present invention relates to an adjustment device for a foundation that is intended to be inserted into the ground, said adjustment device comprising two mounting plates that are located essentially opposite to each other, means for arranging the mounting plates at a certain mutual distance, means for fixing a first mounting plate to the foundation, and that a second mounting plate supports a pole or the like.
  • a foundation for poles is previously known, said foundation having stabilising wings and being intended to be rammed into the ground.
  • a plate is provided, said plate having erected bolts.
  • a pole/tube is intended to be connected to the foundation, and to that purpose the tube is connected to a plate that has holes for receiving the erected bolts.
  • FLEXIA STABIL ® a ground anchoring by means of a wing foundation of galvanized steel is previously known.
  • This system is unique since after the ramming of the foundation has it is possible to adjust the mounting plate in order to mount a pole of for instance an acoustic enclosure. In order to bring the poles of an acoustic enclosure or lighting columns in rectilinear arrangement it is necessary to have the possibility to adjust the position of the poles/columns.
  • the structural principle of FLEXIA STABIL ® is based on that a mounting plate attached to the foundation is fixed by means of an eye bolt that is received on a shaft being part of the foundation.
  • a drawback of this structure is that the necessary strength of the eye bolt brings about that the dimensions of the eye bolt increase to such a degree that a major part of the adjustment possibilities are lost.
  • the manufacturing of the eye bolt by forging is an expensive process.
  • a primary object of the present invention is to present an adjustment device of the type defined above, said adjustment device bringing about an essential reduction of costs compared to prior art.
  • a further object of the present invention is to improve the adjustment possibilities compared to prior art.
  • Figure 1 shows a perspective view of a foundation tube that is equipped with components being part of the adjustment devices-
  • Figure 2 shows a perspective view of two components being part of the adjustment devices-
  • Figure 3 shows a perspective view, more in detail, of the upper end of the foundation tube, a further component of the adjustment device also being shown;
  • Figure 4 shows a perspective view, more in detail, of the upper end of the foundation tube, the further component of figure 3 being in mounting state s -
  • Figure 5 shows a perspective view, more in detail, of the upper end of the foundation tube according to figure 3, a further component of the adjustment device being shown;
  • Figure 6 shows a perspective view, more in detail, of the upper end of the foundation tube, the components shown in figure 5 being mounted in the foundation tube and displaced in direction of the arrow;
  • Figure 7 shows a perspective view, more in detail, of the upper end of the foundation tube, the components shown in figure 5 being mounted in the foundation tube and displaced in direction of the arrow;
  • Figure 8 shows a perspective view, more in detail, of the upper end of the foundation tube, a further component of the adjustment device being shown, said component being in the shape of a first mounting plate;
  • Figure 9 shows a perspective view of the first mounting plate and a second mounting plate arranged above said first mounting plate, a pole being attached to the second mounting plate, the mounting plates not being in assembled state;
  • Figure 10 shows a perspective view where a second mounting plate, with a pole, is mounted on top of the first mounting platen-
  • Figure 11 shows schematically an alternative embodiment of a portion of an adjustment device according to the present invention.
  • Figure 12 shows a further alternative embodiment of the invention in the shape of a perspective view of the upper end of the foundation tube, the components of the adjustment device being mounted in the foundation tube.
  • the foundation 1 shown in figure 1 has at its upper end a number of components being part of the adjustment device according to the described embodiment.
  • two reinforcement elements 3 are included, said elements 3 being arranged diametrically in relation to a tube 5 included in the foundation 1.
  • the reinforcement elements 3 are generally shaped in conformity with the tube 5 and welded thereto.
  • the reinforcement elements 3 are mutually connected by means of two rod-shaped connecting elements 7 that are welded to the reinforcement elements 3.
  • first openings 9 are provided in the area of the upper end of the tube 5
  • first openings 9 are provided, said openings 9 being arranged diametrically in relation to the tube 5.
  • second opening 10 is also provided, said opening 10 preferably having the same dimensions as the first openings 9.
  • the openings 9 and 10 are located opposite to each other, i.e. they define together a common opening.
  • the foundation 1 has also two wings 11 that are diametrically arranged on the tube 5.
  • the wings 11 are preferably welded to the tube 5.
  • a lock bar 12 consists of two longitudinal plates 13, preferably out of steel, that between themselves receive two plate-shaped spacing elements 14 that preferably also are out of steel.
  • the longitudinal plates 13 are parallel and preferably connected to the spacing elements 14 by means of welding.
  • the lock bar 12 is equipped with a first nut 15 that preferably is fixed to the lock bar 12 by means of welding.
  • a first bolt 16 is also part of the adjustment device according to the present invention, said first bolt 16 comprising a shaft 17 and a head 18 at one end of the shaft 17. At the end of the shaft 17 facing away from the head 18 the shaft 17 is equipped with an external thread 19, see also figure 5. The external thread 19 is intended to cooperate with the first nut 15, this will be described more in detail below.
  • the first bolt 16 is threaded in the first nut 15.
  • FIG 3-5 it is shown how the lock bar 12 and the first bolt 16 are intended to be mounted in the foundation 1. In connection therewith the lock bar 12, see figure 3, is pushed into one opening 9/10, the height of said at least one opening 9/10 is sufficient to allow also the first nut 15 to pass through the opening 9/10 together with the lock bar 12.
  • FIG 5 it is shown how the lock bar 12 is intended to cooperate with the first bolt 16.
  • the first bolt 16 In connection therewith the first bolt 16 is displaced in direction of the arrow PI and the external thread 19 is brought into engagement with the first nut 15, this preferably being effected by rotation of the first bolt 16.
  • the connection between the first bolt 16 and the lock bar 12 is normally created when a first mounting plate 20, see for instance figure 8, is provided at the free end of the foundation 1.
  • a first mounting plate 20 see for instance figure 8 is provided at the free end of the foundation 1.
  • the first mounting plate 20 is deleted for reasons of clarity.
  • the lock bar 12 may be displaced in its longitudinal direction in the openings 9/10, see the arrows P2 and P3. This displacement has a limitation when the first bolt 16 contacts the inner side of the tube 5. This limitation guarantees that the lock bar 12 is not displaced out of the openings 9/10.
  • the lock bar 12 has been brought to assume its operative position, i.e. the lock bar 12 assumes a generally elevated position in the diametrically provided openings 9/10 in the tube 5. This position of the lock bar 12 is not assumed until the first mounting plate 20 is mounted.
  • FIG 8 the corresponding position of the lock bar 12 as in figure 7 is shown, however a first mounting plate 20 is provided at the free end of the foundation 1, said first mounting plate 20 contacting the rod-shaped connecting elements 7.
  • the first bolt 16 is received in a first hole 21 with oval cross section in the first mounting plate 20 and with its external thread 19 in engagement with the first nut 15.
  • the oval first hole 21 enables the first mounting plate 20 to be displaced relative to the foundation 1 in the direction of the double arrow P4, i.e. in two opposite directions.
  • the displacement in the directions of the double arrow P4 of the mounting plate 20 is however restricted to the length of the oval first hole 21.
  • the first mounting plate 20 is equipped with a number of second holes 22 in the area of its corners.
  • the first mounting plate 20 has a square shape .
  • first mounting plate 20 may be displaced relative to the foundation 1 both in the longitudinal direction of the lock bar 12, by having the lock bar 12 displacable relative to the foundation 1, and also transverse to the longitudinal direction of the lock bar 12 due to the existence of the oval hole 21 in the first mounting plate 20. Further, the first mounting plate 20 may be rotated around the bolt 16. The adjustment possibilities of the first mounting plate 20 relative to the foundation 1 are thus extremely good.
  • the function is the following of the above described part of the adjustment device according to the present invention.
  • this may for instance be effected by means of a hydraulic hammer (not shown)
  • the lock bar 12 the first mounting plate 20 and the bolt 16 are attached to the free end of the foundation 1 in the manner described above.
  • the first mounting plate 20 is adjusted to correct position it is fixed relative to the foundation 1 by tightening the first bolt 16.
  • the lock bar 12 by cooperation between the external thread 19 of the first box 16 and the first nut 15, will be urged upwards until contact is established against the upper limiting edges of the openings 9/10.
  • the first mounting plate 20 will contact the rod-shaped connecting elements 7 and it is suitable to make sure that these are located at a somewhat higher level than the free end of the tube 5. Thereby, the risk is eliminated that the first mounting plate 20 is tilting due to lack of synchronisation of its contact points. In his connection it should be pointed out that it is not necessary to have the first mounting plate 20 in horizontal position when it is finally mounted. This will be explained below. The situation that the first mounting plate 20 is not in horizontal position will for instance arise if the foundation 1 is inclined somewhat after it has been rammed into the ground.
  • a second mounting plate 23 is shown above the first mounting plate 20.
  • the second mounting plate 23 supports a pole 27 or the like, e.g. a pole 27 that is part of an acoustic enclosure.
  • the pole 27 is attached to the second mounting plate 23 by means of welding.
  • the second mounting plate 23 is equipped with third holes 24 in the area of its corners. These third holes 24 have oval cross section.
  • FIG 10 it is shown how a second mounting plate 23 is assembled with the first mounting plate 20, said mounting plates 20, 23 being located at a certain distance from each other.
  • the mounting of the mounting plates at a distance from each other have been achieved by having externally threaded second bolts 25 provided in the second and third holes 22, 24 of the mounting plates 20, 23, where one and the same bolt 25 extends through opposite to each other located second and third holes 22, 24 of the both mounting plates 20, 23.
  • second nuts 26 By mounting preferably four second nuts 26 on each second bolt 25 the mounting plates 20, 23 may be mounted at a desired mutual distance.
  • second nuts 26 For one and the same second bolt 25 second nuts 26 abut against both sides of the mounting plates 20, 23. Thereby, an extremely rigid anchoring of the mounting plates 20, 23 relative to each other is achieved.
  • said second bolts 25 preferably have no head.
  • the second holes 22 of the first mounting plate 20 and the third holes 24 of the second mounting plate 23 have a smallest diameter that is somewhat larger than the diameter of the second bolts 25. This enable the second bolts 25 to be somewhat inclined in the second and third holes 22 and 24 respectively.
  • the first mounting plate 20 is not in a horizontal position when it is mounted at the free end of the foundation 1.
  • the second mounting plate 23 is mounted in a horizontal position, i.e. the mounting plates 20, 23 are not parallel to each other.
  • a solid lock bar 112 preferably out of steel, is received in the foundation 101, i.e. the lock bar extends through opposite openings in the tube 105, preferably out of steel, that is part of the foundation 101.
  • the lock bar 112 has a through-going fourth hole 108, in which a first bolt 116 is received, said first bolt 116 preferably having an external thread 119 along its entire length.
  • the first bolt 116 has a smaller diameter than the diameter of the fourth hole 108, i.e. the first bolt 116 may run freely inside the fourth hole 108.
  • the first bolt 116 is fixed relative to the lock bar 112 by means of a first nut 115 and a third nut 106, said nuts 115 and 106 being located at both sides of the lock bar 112.
  • the portion of the first bolt 116 that projects above the upper end of the foundation 101 is intended to be received in the first hole 21 of the first mounting plate 20 that is not shown in figure 11.
  • Said first mounting plate 20 is fixed at the end of the foundation 101 by having a fourth nut (not shown) mounted on the upper end of the first bolt 116.
  • the second mounting plate 23 is mounted at a level above the first mounting plate 20 in a manner described in connection with the embodiment according to figures 1-10.
  • the reinforcement element 203 has an extension along the lock bar 12, said lock bar 12 may be identical with the lock bar 12 according to figure 2.
  • the reinforcement element 203 is not equipped with holes for the passage of the lock bar 12, which could be an advantage.
  • the tube 5, which could be identical with the tube 5 in the embodiment described above must be equipped with diametrically arranged holes 9 for the lock bar 12.
  • the connecting elements 7 that connect the reinforcement elements 203 may have a corresponding design as in the embodiment described above. However, these connecting elements 7 extend transverse to the lock bar 12, this might in certain cases be advantageous in connection with carrying of loads that act on the foundation 201.
  • the foundation 1 is designed in several alternative ways, especially as regards the portion of the foundation 1 that is below the ground surface.
  • the present invention is related to the adjustment device that is provided on the portion of the foundation 1 that is above the ground surface.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Foundations (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Soil Working Implements (AREA)
  • Optical Couplings Of Light Guides (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Diaphragms For Electromechanical Transducers (AREA)
  • Vehicle Body Suspensions (AREA)
  • Sorption Type Refrigeration Machines (AREA)
  • Photoreceptors In Electrophotography (AREA)
  • Control Of Positive-Displacement Air Blowers (AREA)
  • Lifting Devices For Agricultural Implements (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
EP04718781A 2003-03-11 2004-03-09 Einstellvorrichtung für ein fundament Expired - Lifetime EP1613821B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL04718781T PL1613821T3 (pl) 2003-03-11 2004-03-09 Urządzenie regulujące do fundamentu

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
SE0300639A SE525062E5 (sv) 2003-03-11 2003-03-11 Justeringsanordning för fundament
PCT/SE2004/000333 WO2004090265A1 (en) 2003-03-11 2004-03-09 Adjustment device for a foundation

Publications (2)

Publication Number Publication Date
EP1613821A1 true EP1613821A1 (de) 2006-01-11
EP1613821B1 EP1613821B1 (de) 2011-11-02

Family

ID=20290620

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04718781A Expired - Lifetime EP1613821B1 (de) 2003-03-11 2004-03-09 Einstellvorrichtung für ein fundament

Country Status (9)

Country Link
EP (1) EP1613821B1 (de)
AT (1) ATE531876T1 (de)
DK (1) DK1613821T3 (de)
ES (1) ES2375562T3 (de)
NO (1) NO336775B1 (de)
PL (1) PL1613821T3 (de)
PT (1) PT1613821E (de)
SE (1) SE525062E5 (de)
WO (1) WO2004090265A1 (de)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2014154721A1 (en) 2013-03-25 2014-10-02 Fam. Ag Holding Aps Ground foundation element
EP3258035A1 (de) * 2016-06-14 2017-12-20 K Manger Konsulenttjenester AS Einstellvorrichtung und verfahren für ein fundament

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2917756B1 (fr) * 2007-06-20 2009-09-04 Jean Marie Renovation Sarl Element de fondation et batiment comprenant de tels elements
PT2411586E (pt) * 2008-10-23 2016-02-23 Steelroot Portugal Lda Sistema de ajuste para ligações entre estruturas metálicas
ES2761652B2 (es) * 2018-11-19 2021-12-23 Buldain Pedro Rebollar Sistemas de Anclaje

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE458461B (sv) 1983-12-06 1989-04-03 Sven Ek Fundament foer stolpar
NL191679C (nl) * 1992-09-11 1996-02-05 Moel Beton En Waterbouw B V De Werkwijze en samenstel voor het aan een heipaal bevestigen van een gesteldeel.
US5884874A (en) * 1997-09-25 1999-03-23 Steel City Corporation Swivel post anchor
CA2287154C (en) * 1999-10-19 2004-03-16 Royal Capital Stamping And Tooling Ltd. Post holder with upright adjustment
DE20114229U1 (de) * 2001-08-29 2001-11-08 Krinner, Klaus, 94342 Straßkirchen Vorrichtung zum vertikalen Positionieren und Fixieren eines stab- oder pfostenförmigen Gegenstands
DE20118703U1 (de) * 2001-11-16 2002-02-14 Krinner Innovation GmbH, 94342 Straßkirchen Vorrichtung zum Verankern eines stabförmigen Gegenstandes im Erdreich

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2004090265A1 *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2014154721A1 (en) 2013-03-25 2014-10-02 Fam. Ag Holding Aps Ground foundation element
EP3258035A1 (de) * 2016-06-14 2017-12-20 K Manger Konsulenttjenester AS Einstellvorrichtung und verfahren für ein fundament
NO343828B1 (en) * 2016-06-14 2019-06-17 K Manger Konsulenttjenester As An adjustment device for a post foundation that shall be inserted into the ground, method for adjusting the position of a post connected to an adjustment device, and the use of said adjustment device.

Also Published As

Publication number Publication date
SE0300639D0 (sv) 2003-03-11
EP1613821B1 (de) 2011-11-02
SE525062E5 (sv) 2020-06-23
SE525062C2 (sv) 2004-11-23
ES2375562T3 (es) 2012-03-02
NO20054155L (no) 2006-01-11
NO336775B1 (no) 2015-11-02
ATE531876T1 (de) 2011-11-15
PT1613821E (pt) 2012-02-07
DK1613821T3 (da) 2012-01-23
PL1613821T3 (pl) 2012-04-30
WO2004090265A1 (en) 2004-10-21
NO20054155D0 (no) 2005-09-07
SE0300639L (sv) 2004-10-12

Similar Documents

Publication Publication Date Title
EP2411586B1 (de) Verstellbare verbindung zweier metallplatten
US8468775B2 (en) Moment resistant building column insert system and method
US20050204686A1 (en) Precast concrete column for use in post-frame construction
EP3320162B1 (de) Anordnung zur einstellbaren befestigung einer stange, eines balkens oder dergleichen an einem fundament
AU2020260386A1 (en) Connection system
CN112392144A (zh) 装配式混凝土外挂墙板的连接节点及其安装方法、建筑体
US5491949A (en) Cross bracing for wooden structures
EP1613821B1 (de) Einstellvorrichtung für ein fundament
US6944950B1 (en) Tower reinforcement apparatus and methods
US7240464B2 (en) Connector for concrete poles
KR200417902Y1 (ko) 타워 크레인의 앵커 프레임 조립체
US20070062019A1 (en) Assembly for joining structural components without welding
KR100668593B1 (ko) 타워 크레인의 앵커 프레임 조립체
JP3233260B2 (ja) 鉄骨柱脚におけるアンカー材の定着構造
CN217107726U (zh) 一种抱箍结构
CN220645347U (zh) 一种建筑结构设计梁加固结构
JP4382599B2 (ja) テンションジャッキ
CN117027164B (zh) 一种装配式混凝土框架梁柱干式连接节点及其连接方法
CN218067496U (zh) 一种装配式管型桥墩的拟静力试验加载装置
JP2694431B2 (ja) アンカーボルトの施工方法
CN112814274B (zh) 钢管混凝土组合梁及其安装施工方法
CN211773575U (zh) 钢管桩结构及钢管桩基础
JP7369599B2 (ja) 柵構造物
JP3216293U (ja) 組付け部材
JP4420763B2 (ja) ユニット建物及び柱脚の支持方法

Legal Events

Date Code Title Description
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

17P Request for examination filed

Effective date: 20050905

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IT LI LU MC NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL LT LV MK

DAX Request for extension of the european patent (deleted)
17Q First examination report despatched

Effective date: 20100315

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IT LI LU MC NL PL PT RO SE SI SK TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

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: 602004035111

Country of ref document: DE

Effective date: 20120112

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

REG Reference to a national code

Ref country code: NL

Ref legal event code: T3

REG Reference to a national code

Ref country code: PT

Ref legal event code: SC4A

Free format text: AVAILABILITY OF NATIONAL TRANSLATION

Effective date: 20120130

RAP2 Party data changed (patent owner data changed or rights of a patent transferred)

Owner name: MATTSSON, JOHNNY

Owner name: JOHANSSON, ROLAND

RIN2 Information on inventor provided after grant (corrected)

Inventor name: JOHANSSON, ROLAND

Inventor name: MATTSSON, JOHNNY

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2375562

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20120302

REG Reference to a national code

Ref country code: SK

Ref legal event code: T3

Ref document number: E 10941

Country of ref document: SK

REG Reference to a national code

Ref country code: PL

Ref legal event code: T3

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20120203

Ref country code: BE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111102

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111102

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111102

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111102

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111102

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20120202

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111102

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111102

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

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

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK05

Ref document number: 531876

Country of ref document: AT

Kind code of ref document: T

Effective date: 20111102

26N No opposition filed

Effective date: 20120803

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120331

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602004035111

Country of ref document: DE

Effective date: 20120803

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120331

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120331

Ref country code: AT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111102

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111102

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120309

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20040309

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 13

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 14

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 15

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20190322

Year of fee payment: 16

Ref country code: CZ

Payment date: 20190307

Year of fee payment: 16

Ref country code: GB

Payment date: 20190320

Year of fee payment: 16

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 20181221

Year of fee payment: 11

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SK

Payment date: 20190227

Year of fee payment: 16

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: ES

Payment date: 20190418

Year of fee payment: 16

Ref country code: PT

Payment date: 20190304

Year of fee payment: 16

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 602004035111

Country of ref document: DE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CZ

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200309

REG Reference to a national code

Ref country code: NL

Ref legal event code: MM

Effective date: 20200401

REG Reference to a national code

Ref country code: SK

Ref legal event code: MM4A

Ref document number: E 10941

Country of ref document: SK

Effective date: 20200309

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200401

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20201001

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200309

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200331

Ref country code: PT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20201013

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SK

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200309

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20200309

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200309

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20210728

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: ES

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200310

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FI

Payment date: 20230321

Year of fee payment: 20

Ref country code: DK

Payment date: 20230323

Year of fee payment: 20

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: PL

Payment date: 20230224

Year of fee payment: 20

REG Reference to a national code

Ref country code: DK

Ref legal event code: EUP

Expiry date: 20240309