EP2236704A1 - Elément de sol, système de sol et système de chapiteau - Google Patents
Elément de sol, système de sol et système de chapiteau Download PDFInfo
- Publication number
- EP2236704A1 EP2236704A1 EP10002617A EP10002617A EP2236704A1 EP 2236704 A1 EP2236704 A1 EP 2236704A1 EP 10002617 A EP10002617 A EP 10002617A EP 10002617 A EP10002617 A EP 10002617A EP 2236704 A1 EP2236704 A1 EP 2236704A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- floor element
- support frame
- floor
- base
- bottom plate
- 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
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 239000004567 concrete Substances 0.000 claims description 3
- 235000013325 dietary fiber Nutrition 0.000 claims description 3
- 239000011521 glass Substances 0.000 claims description 3
- 239000004033 plastic Substances 0.000 claims description 3
- 239000011248 coating agent Substances 0.000 claims description 2
- 238000000576 coating method Methods 0.000 claims description 2
- 239000002184 metal Substances 0.000 claims description 2
- 239000004575 stone Substances 0.000 claims description 2
- 239000002023 wood Substances 0.000 claims description 2
- 239000011505 plaster Substances 0.000 claims 1
- 239000000463 material Substances 0.000 description 5
- 238000011161 development Methods 0.000 description 3
- 230000018109 developmental process Effects 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 239000000969 carrier Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000000758 substrate Substances 0.000 description 2
- 206010017577 Gait disturbance Diseases 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H15/00—Tents or canopies, in general
- E04H15/32—Parts, components, construction details, accessories, interior equipment, specially adapted for tents, e.g. guy-line equipment, skirts, thresholds
- E04H15/56—Floors
Definitions
- the invention relates to a floor element for a tent system with at least one support frame and at least a bottom plate, wherein the support frame is provided for receiving the bottom plate.
- a tent with a substructure of the generic type is for example from the document DE 198 09 733 B4 known, the securing of the tent is achieved on the ground by means of ballast wagons, which are weighted with removable weights and run below the tent floor.
- ballast wagons which are weighted with removable weights and run below the tent floor.
- a disadvantage of this substructure that incurred by the separation of ballasts and weights on the one hand a variety of individual elements in the construction, dismantling and transport of the tent and on the other hand, for reasons of desired rapid assembly of the tent and the necessary position tolerances no fixed or permanent connection between the Weights and the ballast carriers can be produced and thus a game between the ballast carriers and the weights is inevitable. This game can lead to a resonant swinging or rocking of the tent system in strongly changeable gusts of wind, whereby the overall stability of the tent system is significantly reduced or even threatens damage to the tent system.
- a floor element of the type described above is available that does not have the disadvantages of the prior art and also easy to handle, relatively inexpensive to manufacture and modular expandable. Furthermore, a floor element is to be provided, which allows improved stability of the tent system and in particular improved stability of the tent system with a constant or lower weight of the ballast.
- a bottom element for a tent system with at least one support frame andparticularlystem a bottom plate, wherein the Support frame is provided for receiving the bottom plate and wherein the support frame is at least partially surrounded by a base frame, which is provided for ballasting the tent system.
- the revolving base frame for ballasting the tent system so that no additional weighting of the support frame with individual weights is necessary.
- the number of items to be handled of the floor element or the tent system is thus significantly reduced, whereby the manufacturing, storage and installation costs of the tent system can be significantly reduced.
- the support structure of the tent system is preferably fixed directly to the base frame, so that the forces acting on the tent system caused, for example, by changing gusts, are absorbed directly by the base frame itself, unlike the prior art, no play between the base frame and the ballast consists. A dangerous and in particular resonant rocking of the tent system is thus effectively prevented and the overall stability of the tent system with a constant weight of the ballast compared to the prior art significantly increased.
- the base and / or support frame is preferably designed in each case in several parts.
- the weight of the ballast by the revolving base frame attacks in particular on the outer circumference of the tent system, so that there is a much more favorable distribution of forces to compensate for shear or tilting of the tent system by the ballasting over laterally incident wind gusts. Due to the fixed connection between the support frame and the base frame, which is carried out by the complete enclosure of the support frame comparatively stable, the weight forces of the support frame and the bottom plates contribute directly and without generating clearance for ballasting the tent system over the base frame.
- the base frame and / or the support frame preferably comprise a steel frame, so that due to the comparatively high weight of the steel frame alone sufficient ballasting of the tent system is achieved.
- a plurality of support frames and a plurality of bottom plates arranged within the base frame.
- the base frame and the at least one support frame or the plurality of support frames with each other are in particular welded together, riveted and / or screwed.
- the base frame preferably comprises a closed frame which completely surrounds the support frame.
- the base frame has one or more openings or interruptions along the circumference of the bottom element
- the base frame and / or the support frame comprise a hollow profile, wherein the cross section of the support frame is preferably less than the cross section of the base frame and / or that the wall thickness of the support frame is less than the wall thickness of the base frame.
- the base frame preferably a plurality of support frames are arranged, which stabilize each other, so that with constant overall stability of the bottom member, the support frame less stable than the base frame can be performed and thus a material and cost savings can be achieved.
- an optimum of maximum stability and minimum production costs is thus realized.
- a substantially flush termination of the underside of the support frame is provided with the underside of the base frame and / or that a substantially flush termination of the top of the bottom plate is provided with an upper surface of the base frame.
- the floor element thus rests evenly both with the base frame and with the support frame on a subfloor, so that the support surface is comparatively large and thus subsidence of the floor element into the substrate or damage to the substrate is avoided.
- advantageously dangerous To prevent stumbling for users of the tent system by the flush completion of the floor panels with the top of the base frame.
- the quotient of the weight of the base and support frame and the base surface of the floor element comprises between 30 and 60, preferably between 34 and 44 and particularly preferably between 36 and 40 kilograms per square meter.
- this quotient achieves an optimum with regard to the stability of the tent system on the one hand and the saving of weight on the other to reduce material, assembly and transport costs.
- the required ballast usually depends on the size of the tent, so that advantageously the quotient of weight of the base and support frame and the base of the floor element should be substantially constant. Even with a combination of a plurality of floor elements according to the invention thus a sufficient ballasting is guaranteed depending on the base of the tent system.
- the above-mentioned optimum stability and material use is achieved by a quotient of the weight of the bottom element and the base of the bottom element, which is between 30 to 150, preferably between 50 and 90 and more preferably between 60 and 70 kilograms per square meter.
- the weight of the floor element in this case also includes the weights of the floor panels, which can be selected in particular according to the desired weight of the floor element. The above-mentioned quotients of weight and base area can thus be achieved in particular by an appropriate choice of the floor element.
- the quotient of an edge length of the base frame to a side height of the tent system between 0.5 and 4, preferably between 0.6 and 2, and more preferably between 0.7 and 1.5.
- the balance of power in tent construction in addition to the weight and the base area are also influenced in a decisive manner by the height of the tent and the size of the edge length.
- the edge length of the base frame, in particular perpendicular to the wind attack surface of great importance, since this edge length as a lever arm to compensate for Wind power is used and prevents tilting of the tent system.
- the edge length should not be too large and practical for a conventional tent system. It has been found that an optimum of stability on the one hand and cost efficiency on the other hand can advantageously be achieved with a quotient of between 0.5 and 4, preferably between 0.6 and 2 and particularly preferably between 0.7 and 1.5.
- the hollow profiles of the base and / or support frame at least partially have a filling with a dietary fiber.
- the dietary fiber preferably comprises lead, sand, concrete or the like.
- the weight of the bottom element is therefore particularly preferably continuously adjustable.
- a flow of water through the plastic hollow profile is conceivable, in particular tempered water is used for temperature control of the tent system.
- the base plate is provided modularly replaceable, so that preferably the weight of the bottom element and thus the stability of the tent system can be influenced by an appropriate choice of the bottom plate. It is also conceivable that By choosing the bottom plate, the maximum load of the bottom plate to the purpose of the tent system is modular adaptable. For example, in a tent system for the presentation of trucks a bottom plate comparatively high load capacity is used, for example, a bottom plate made of bulletproof glass or steel, while in a tent system for a shooter festival a bottom plate with a lower load capacity is used, for example, a base plate made of pressboard. As a result, in particular the transportation and assembly costs of the tent system are thus to be reduced considerably, since the weight of the bottom plate is adapted to the ballasting of the tent system and / or to the maximum required load of the floor element.
- the bottom plate preferably comprises wood, gypsum, metal, glass, stone, concrete or the like.
- the bottom plate in particular comprises a weight of at least 2 kilograms, preferably at least 5 kilograms, more preferably at least 10 kilograms, and most preferably substantially 13 kilograms.
- the bottom plate has a coating which acts, for example, as corrosion protection, as protection of the surface from moisture or mechanical effects.
- exactly one support frame is used to receive exactly one base plate, so that the bearing surfaces of the base plates are the same for all base plates and thus a constant over the entire bottom element and comparatively high load capacity of the bottom plates can be achieved.
- the bottom plate is preferably only placed on the support frame, in particular by the border of the support frame through the base frame, the bottom plates are laterally fixed by the base frame.
- installation elements such as pipes, pipes, hoses, cables and the like to lead, which can be reached by simply lifting the floor panels.
- the bottom element has at least one stacker shoe, which is designed in particular as a hollow profile.
- a machine-assisted lifting or transporting the floor element is thus possible in a simple manner, for example by means of a forklift, so that the assembly and / or disassembly of the tent system can be considerably simplified and accelerated.
- the stacker shoe is connected to at least two opposite sides of the base frame and / or arranged between two support frame and / or between two bottom plates, so that a comparatively stable integration of the stacker shoe is achieved in the bottom element and thus prevents unwanted distortion of the bottom element when lifting becomes.
- Another object of the present invention is a floor system with at least two floor elements, wherein the at least two floor elements are non-positively and / or positively connected.
- a modular structure of the floor system is thus made possible from a plurality of floor elements, which is correspondingly flexible adaptable to different tent systems and / or different uses of the tent systems. Due to the ballasting base frame anchoring of the floor system is not necessary.
- the floor elements are preferably releasably connected to each other and in particular screwed together and / or bolted.
- one of the two bottom elements has at least one edge length which is substantially equal to or a multiple of an edge length of other bottom element.
- a further subject of the present invention is a tent system with a floor element according to the invention and / or with a floor system according to the invention.
- FIG. 1 is a schematic plan view of a floor element 1 according to an exemplary embodiment of the present invention, wherein the bottom element 1 has a circumferential in the main extension plane 100 of the bottom element 1 base frame 4.
- This base frame 4 comprises by way of example a hollow profile made of steel with a rectangular cross-section.
- a plurality of support frame 2 is arranged, which are welded together and to the base frame 4.
- Each support frame 2 comprises by way of example also a hollow profile made of steel with a rectangular cross section, which is smaller than the cross section of the base frame 4.
- Each base frame 2 is provided for receiving exactly one bottom plate 3, wherein the bottom plate 3 perpendicular to the main extension plane 100 on the support frame. 2 is hung up.
- the floor panels 3 are modular exchangeable and are selected in particular with regard to a desired maximum load capacity of the floor element 1.
- the base frame 4 is used for ballasting a non-pictured tent, which is fastened by means also not shown support elements to the base frame 4.
- the floor element 1 also has two forklift shoes 6, which are themselves each extend from one side of the base frame 2 to the opposite side of the base frame 4 and welded to both the base frame 4, and with the adjacent support frame 2.
- the stacker shoes 6 each comprise a downwardly open U-profile, wherein the base frame 4 in the region of the end faces of the U-profiles openings 4 'has.
- the quotient of the weight of the base and support frame and the base of the floor element is between 36 and 40 kilograms per square meter. Further, the quotient of an edge length 5, 5 'of the base frame 4 to a side height of the tent, not shown, preferably comprises between 0.7 and 1.5.
- FIG. 3 is a schematic sectional view of a floor element 1 according to the exemplary embodiment of the present invention, the sectional view being taken along the lines in FIG FIG. 1 illustrated sectional line 10, wherein in the sectional view of the base frame 4, which is flush on its underside with the support frame 2, with the base frame 4 and welded together support frame 2, which rest on the support frame 2 and flush with the top of the base frame 4 final floor panels 3, as well as connected to the base frame 4 and the adjacent support frame 2 Stacker shoes 6 are shown.
- FIG. 2 is a schematic side view of a floor element 1 according to the exemplary embodiment of the present invention, wherein the floor element 1 is shown along the in. FIG. 1 illustrated with the arrow 11, so that only the base frame 4 and formed in the base frame 4 in the stapler shoes 6 openings 4 'are shown.
- FIG. 3 shows a schematic top view of a floor system 8 of an exemplary embodiment of the present invention, wherein the floor system 8 comprises a plurality of floor element 1 according to the embodiment of FIG FIG. 1 illustrated exemplary embodiment.
- the plurality of floor elements 1 are detachably connected to each other.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Tents Or Canopies (AREA)
- Floor Finish (AREA)
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE102009013703A DE102009013703A1 (de) | 2009-03-20 | 2009-03-20 | Bodenelement, Bodensystem und Zeltsystem |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP2236704A1 true EP2236704A1 (fr) | 2010-10-06 |
| EP2236704B1 EP2236704B1 (fr) | 2012-02-08 |
Family
ID=42271902
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP10002617A Not-in-force EP2236704B1 (fr) | 2009-03-20 | 2010-03-12 | Elément de sol, système de sol et système de chapiteau |
Country Status (3)
| Country | Link |
|---|---|
| EP (1) | EP2236704B1 (fr) |
| AT (1) | ATE544925T1 (fr) |
| DE (1) | DE102009013703A1 (fr) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102010032025A1 (de) * | 2010-07-14 | 2012-01-19 | Haltec Hallensysteme Gmbh | Unterbau eines Zeltes und Zelt mit einem solchen Unterbau |
| FR2983894A1 (fr) * | 2011-12-13 | 2013-06-14 | Bretagne Structures Evenements Bretagne Structu Res Indust | Structure demontable et module de plancher prefabrique correspondant. |
| WO2016083292A1 (fr) * | 2014-11-28 | 2016-06-02 | Angelo Candiracci | Procédé la fabrication de panneaux pour la constructions de maisons préfabriquées et panneaux obtenus par ledit procédé |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE19809733A1 (de) * | 1998-03-08 | 1999-09-09 | Plettac Ag | Unterbau eines Zeltes mit Ballastsicherung |
| DE202004006798U1 (de) * | 2004-04-28 | 2004-08-12 | Losberger Intertent Gmbh | Fußbodenkassette eines modularen Zeltbodens und Gerüstkonstruktion eines Zeltes |
| FR2870877A3 (fr) * | 2004-06-01 | 2005-12-02 | Bernard Jaulin Sa Soc | Lestage des planchers des tentes par pains d'acier integres |
| EP1617016A1 (fr) * | 2004-07-15 | 2006-01-18 | Geopack Industries | Ossature démontable pour abri |
| DE102005056492A1 (de) * | 2005-11-18 | 2007-05-31 | Haltec Hallensysteme Gmbh | Fussboden-Unterkonstruktion |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2219931A1 (de) * | 1972-04-22 | 1973-12-20 | Geb Hennig Gertraut Hagendorn | Trittbelag fuer zelte, wohnwagenvorzelte u. dgl |
| DE3246576C2 (de) * | 1982-12-16 | 1985-01-31 | Edwin 6470 Büdingen Röder | Fußboden für Zelt- oder dergleichen auf- und abbaubare Hallenkonstruktionen |
| DE10153256A1 (de) * | 2001-10-31 | 2003-05-15 | Plettac Roeder Zeltsysteme Gmb | Zeltfussbodensystem |
-
2009
- 2009-03-20 DE DE102009013703A patent/DE102009013703A1/de not_active Withdrawn
-
2010
- 2010-03-12 AT AT10002617T patent/ATE544925T1/de active
- 2010-03-12 EP EP10002617A patent/EP2236704B1/fr not_active Not-in-force
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE19809733A1 (de) * | 1998-03-08 | 1999-09-09 | Plettac Ag | Unterbau eines Zeltes mit Ballastsicherung |
| DE202004006798U1 (de) * | 2004-04-28 | 2004-08-12 | Losberger Intertent Gmbh | Fußbodenkassette eines modularen Zeltbodens und Gerüstkonstruktion eines Zeltes |
| FR2870877A3 (fr) * | 2004-06-01 | 2005-12-02 | Bernard Jaulin Sa Soc | Lestage des planchers des tentes par pains d'acier integres |
| EP1617016A1 (fr) * | 2004-07-15 | 2006-01-18 | Geopack Industries | Ossature démontable pour abri |
| DE102005056492A1 (de) * | 2005-11-18 | 2007-05-31 | Haltec Hallensysteme Gmbh | Fussboden-Unterkonstruktion |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102010032025A1 (de) * | 2010-07-14 | 2012-01-19 | Haltec Hallensysteme Gmbh | Unterbau eines Zeltes und Zelt mit einem solchen Unterbau |
| DE102010032025B4 (de) * | 2010-07-14 | 2012-03-29 | Haltec Hallensysteme Gmbh | Unterbau eines Zeltes und Zelt mit einem solchen Unterbau |
| FR2983894A1 (fr) * | 2011-12-13 | 2013-06-14 | Bretagne Structures Evenements Bretagne Structu Res Indust | Structure demontable et module de plancher prefabrique correspondant. |
| WO2016083292A1 (fr) * | 2014-11-28 | 2016-06-02 | Angelo Candiracci | Procédé la fabrication de panneaux pour la constructions de maisons préfabriquées et panneaux obtenus par ledit procédé |
Also Published As
| Publication number | Publication date |
|---|---|
| DE102009013703A1 (de) | 2010-09-23 |
| ATE544925T1 (de) | 2012-02-15 |
| EP2236704B1 (fr) | 2012-02-08 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| EP2443299B1 (fr) | Tête de décintrement pour système de coffrage de dalles et système de coffrage de dalles | |
| DE102012212700A1 (de) | Vorrichtung zur Verankerung von Aufbauten im Erdboden | |
| DE3438122A1 (de) | Foerderanlagen aus sektionen von tragkonstruktionen und foerdereinrichtungen zur optimalen und einfachen umstellung des foerderortes, des foerderweges, zur aenderung der stuetzweiten bei hoher stabilitaet, zur konstruktiven anpassung an veraenderungen der zu transportierenden stoffe und gueter aller art unter verwendung standartisierter einzelelemente als bauteile | |
| AT16745U1 (de) | Regallagersystem und Regalrahmenteil für ein Regallagersystem | |
| DE102010040270A1 (de) | Transport- und Lagerbehälter für Flüssigkeiten | |
| DE2419394A1 (de) | Montageschalung fuer den betonbau | |
| EP3478620A1 (fr) | Installation d'ascenseur, se présentant en particulier sous forme d'un système de levage à grimpage, comprenant un toit de protection de conception spéciale | |
| EP2236704B1 (fr) | Elément de sol, système de sol et système de chapiteau | |
| DE102010025869B4 (de) | Brückenentlastungsgerät und Brückenertüchtigungsgerät | |
| DE202017101760U1 (de) | Bausatz für einen temporären Lastenaufzug | |
| EP1888415B1 (fr) | Dispositif de transport conçu pour des elements de clôture et des pieds-supports | |
| DE202009007567U1 (de) | Schwerlastregal | |
| DE3237467C1 (de) | Traggeruest zum Einruesten von Bauwerken | |
| EP2428626A2 (fr) | Paroi pour la séparation de produits en vrac | |
| EP3756745B1 (fr) | Dispositif de chargement d'une surface d'appui | |
| EP2007658A1 (fr) | Ascenseur d'entrepôt | |
| DE3422976A1 (de) | Stapelstaender | |
| EP0810043B1 (fr) | Structure de cage de laminoir pour laminage à ligne unique | |
| AT513573A2 (de) | Verfahren für die Herstellung von Hochhausdecken nebst Schaltafel | |
| DE2706112C3 (de) | Vorrichtung zum Versetzen einer Raumzelle aus Stahlbeton und mit dieser Vorrichtung versetzbare Raumzelle | |
| EP2526243B3 (fr) | Élément de coffrage comprenant une poutrelle | |
| DE4432330A1 (de) | Hebezeug an einem Ovalträger | |
| DE29520100U1 (de) | Hohlraumboden | |
| DE202004006798U1 (de) | Fußbodenkassette eines modularen Zeltbodens und Gerüstkonstruktion eines Zeltes | |
| EP2407614B1 (fr) | Base pour tente et tente munie d'une telle base |
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 |
|
| 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 HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK SM TR |
|
| AX | Request for extension of the european patent |
Extension state: AL BA ME RS |
|
| 17P | Request for examination filed |
Effective date: 20110406 |
|
| RIC1 | Information provided on ipc code assigned before grant |
Ipc: E04H 15/56 20060101AFI20110729BHEP |
|
| 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 HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK SM TR |
|
| REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH |
|
| REG | Reference to a national code |
Ref country code: AT Ref legal event code: REF Ref document number: 544925 Country of ref document: AT Kind code of ref document: T Effective date: 20120215 Ref country code: CH Ref legal event code: EP |
|
| REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 502010000408 Country of ref document: DE Effective date: 20120405 |
|
| REG | Reference to a national code |
Ref country code: NL Ref legal event code: VDEP Effective date: 20120208 |
|
| LTIE | Lt: invalidation of european patent or patent extension |
Effective date: 20120208 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: HR 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: 20120208 Ref country code: NL 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: 20120208 Ref country code: NO 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: 20120508 Ref country code: LT 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: 20120208 Ref country code: IS 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: 20120608 |
|
| REG | Reference to a national code |
Ref country code: IE Ref legal event code: FD4D |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FI 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: 20120208 Ref country code: LV 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: 20120208 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: 20120509 Ref country code: PL 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: 20120208 Ref country code: PT 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: 20120608 |
|
| 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: 20120208 |
|
| BERE | Be: lapsed |
Owner name: RODER ZELT- UND VERANSTALTUNGSSERVICE G.M.B.H. Effective date: 20120331 |
|
| 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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20120208 Ref country code: IE 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: 20120208 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: 20120208 Ref country code: MC Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20120331 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: 20120208 Ref country code: DK 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: 20120208 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: 20120208 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: 20120208 |
|
| PLBI | Opposition filed |
Free format text: ORIGINAL CODE: 0009260 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20120208 Ref country code: SK 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: 20120208 |
|
| PLAX | Notice of opposition and request to file observation + time limit sent |
Free format text: ORIGINAL CODE: EPIDOSNOBS2 |
|
| 26 | Opposition filed |
Opponent name: HALTEC HALLENSYSTEME GMBH Effective date: 20121108 |
|
| REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST Effective date: 20121130 |
|
| REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 502010000408 Country of ref document: DE Effective date: 20121002 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20120331 Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20120410 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MK 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: 20120208 |
|
| 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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20120519 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20120508 Ref country code: MT 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: 20120208 |
|
| 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: 20120208 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SM 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: 20120208 Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20120312 |
|
| 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: 20100312 |
|
| 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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20121002 |
|
| REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
| GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20140312 |
|
| PLAY | Examination report in opposition despatched + time limit |
Free format text: ORIGINAL CODE: EPIDOSNORE2 |
|
| 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: 20140312 Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20140331 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20140331 |
|
| PLCK | Communication despatched that opposition was rejected |
Free format text: ORIGINAL CODE: EPIDOSNREJ1 |
|
| PLBN | Opposition rejected |
Free format text: ORIGINAL CODE: 0009273 |
|
| STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: OPPOSITION REJECTED |
|
| 27O | Opposition rejected |
Effective date: 20151116 |
|
| REG | Reference to a national code |
Ref country code: AT Ref legal event code: MM01 Ref document number: 544925 Country of ref document: AT Kind code of ref document: T Effective date: 20150312 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150312 |