EP2982797A1 - Strukturelle verbindung - Google Patents
Strukturelle verbindung Download PDFInfo
- Publication number
- EP2982797A1 EP2982797A1 EP15178115.0A EP15178115A EP2982797A1 EP 2982797 A1 EP2982797 A1 EP 2982797A1 EP 15178115 A EP15178115 A EP 15178115A EP 2982797 A1 EP2982797 A1 EP 2982797A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- structural
- slab
- track
- slider
- structural element
- 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
- 238000005096 rolling process Methods 0.000 claims abstract description 22
- 230000008878 coupling Effects 0.000 claims abstract description 14
- 238000010168 coupling process Methods 0.000 claims abstract description 14
- 238000005859 coupling reaction Methods 0.000 claims abstract description 14
- 230000010355 oscillation Effects 0.000 claims description 8
- 238000013519 translation Methods 0.000 claims description 4
- 230000000295 complement effect Effects 0.000 claims description 3
- 230000013011 mating Effects 0.000 claims description 2
- 230000000717 retained effect Effects 0.000 claims description 2
- 230000004308 accommodation Effects 0.000 claims 1
- 230000000284 resting effect Effects 0.000 description 5
- 238000010276 construction Methods 0.000 description 3
- 230000000670 limiting effect Effects 0.000 description 3
- 230000014616 translation Effects 0.000 description 3
- 230000002452 interceptive effect Effects 0.000 description 2
- 238000002955 isolation Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000003466 anti-cipated effect Effects 0.000 description 1
- 230000001010 compromised effect Effects 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 230000010339 dilation Effects 0.000 description 1
- 231100001261 hazardous Toxicity 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/06—Arrangement, construction or bridging of expansion joints
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
- E04B1/681—Sealings of joints, e.g. expansion joints for free moving parts
Definitions
- the present invention relates to a structural joint.
- structural joint identifies a break in continuity between two coupled elements, whether they are two modules of a same structure (a building, a bridge, or another work of civil engineering) or an element of the structure and the foundations or the adjacent works.
- the break in continuity is for example provided in order to allow the thermal dilation of the constructions involved, and/or in order to allow movements and oscillations thereof, with respect to the surrounding elements.
- the building (which in such case is referred to as an isolated structure) can withstand seismic events even of great intensity, and it is precisely for this reason that seismic isolation is employed especially for structures such as hospitals, airports, firefighter barracks, etc., for which it is essential to ensure full operational availability even under emergency conditions.
- structural joints which comprise a slab, which is arranged to cover the gap (of variable width, as a function of the requirements) that keeps the structural elements of interest spaced apart: the gap allows expansions and relative movements between the elements, while on the overlying slab persons and means of transport can transit, thus ensuring the continuity of the walking surface.
- the slab can move both parallel to the direction identified by the gap, and at right angles to it (but still along the walking surface), while always keeping the condition of substantially covering the gap unchanged (and without interfering with the structural elements connected by the slab proper).
- the covering is maintained by way of bellows elements, which connect one side of the slab to one of the two structural elements, and which extend or contract when the slab follows the distancing or approaching movements of the element, thus allowing transit.
- the profiled member is provided in a downward region with a rib with a transverse cross-section of shape matching that of a guiding track, which is oriented in the direction identified by the gap in that it is supported in a cantilever manner by a surbase anchored to the adjacent structural element.
- the slab in the event of a seismic event can thus move parallel to the gap thanks to the rib, which slides along the track without prejudicing the continuity of the walking surface.
- gaps can extend for several meters and more (consider for example the transverse dimensions of a bridge, or the width of the point of discontinuity that needs to be anticipated at the access entryway to a building, when transit has to be ensured to public vehicles such as ambulances or fire engines).
- the aim of the present invention is to solve the above mentioned problems, by providing a structural joint that allows mutual movements between the connected structural elements, while still ensuring the continuity of the walking surface.
- an object of the invention is to provide a structural joint that allows movements of one of the structural elements connected with respect to the other, in a direction parallel to that identified by the gap created between those elements.
- Another object of the invention is to provide a structural joint that ensures a high reliability of operation, even for gaps of large dimensions, by allowing relative movements of even great extent.
- Another object of the invention is to provide a structural joint that ensures a high reliability of operation, even in the event of transit of heavy vehicles on the walking surface identified by the connected structural elements.
- Another object of the invention is to provide a structural joint in which the slab arranged to cover the gap can move freely without interfering with the surrounding structures, even on the margins of said gap.
- Another object of the invention is to provide a structural joint that can be easily implemented using elements and materials that are readily available on the market.
- Another object of the invention is to provide a structural joint that is low cost and safely applied.
- a structural joint that can be placed at a break in continuity between two structural elements and which comprises at least one slab covering a gap which is interposed between the mutually opposite margins of the structural elements, a first end limb of said slab being associable with the first structural element on the opposite side of the gap, a second end limb of said slab, opposite said first limb, being associable with the second structural element by way of means of slideable coupling, along a main direction of movement, which is parallel to the mutually opposite margins of the structural elements, characterized in that said means of slideable coupling comprise a slider which is coupled to said second end limb and is at least partially accommodated in a guiding track defined by a surbase which is anchorable in a cantilever fashion to the second structural element, between said slider and said track there being interposed rolling elements, for the sliding of said slider and of said slab in said track as a consequence of relative movements of the first structural element with respect to the second structural element along the main direction.
- the reference numeral 1 generally designates a structural joint, which can be arranged at a break in continuity between two structural elements A, B.
- the two structural elements A, B can therefore form part of the same structure (a building, a bridge, or other civil engineering construction), although in the preferred use the joint 1 according to the invention is intended for isolated structures, and thus at breaks in continuity between a building (the isolated structure) and the surrounding foundations, in order to decouple the movement of the building from that of the ground.
- the structural joint 1 comprises at least one slab 2 for covering a gap C interposed between the mutually opposite margins of the structural elements A, B.
- the gap C allows expansions and relative movements between the structural elements A, B, while on the overlying slab 2 persons and means of transport can transit, thus ensuring the continuity of the walking surface. So, in an isolated structure, the gap C can be provided along the perimeter of the building, in order to withstand minor or major seismic events (and therefore the oscillations of the ground or of the foundations), while the slab 2 can be arranged along the transit entry points, in order to allow persons and means of transport to enter and exit even in the event of an earthquake.
- a first end limb 2a of the slab 2 can be associated with the first structural element A on the opposite side of the gap C; in turn, a second end limb 2b of the slab 2, opposite the first limb 2a, can be associated with the second structural element B by way of means of slideable coupling, along a main direction of movement D which is parallel to the mutually opposite margins of the structural elements A, B and is therefore, effectively, identified by said gap C.
- the first structural element A can thus be part of the structure or be part of the foundations or of the surrounding ground, as a function of the specific requirements (and obviously the same can be said for the second structural element B).
- the means of slideable coupling comprise a slider 3 coupled to the second end limb 2b.
- the slider 3 can in fact be defined by the second end limb 2b or, as in the embodiments which will be described hereinafter, it can be a separate component, coupled to the slab 2 at the second end limb 2b.
- the slider 3 is at least partially accommodated in a guiding track 4 defined by a surbase 5 that can be anchored in a cantilever arrangement to the second structural element B.
- rolling elements 6 Interposed between the slider 3 and the track 4 are rolling elements 6: as a consequence of relative movements of the first structural element A with respect to the second structural element B along the main direction D (or in any case parallel to it), the slider 3, resting on the rolling elements 6 (and/or in contact with them), and the slab 2, can thus slide, in an optimal manner, in the track 4.
- the slider 3 comprises at least one profiled member 7 which has at least one flat base surface 7a, which can slide on a plurality of mutually parallel rollers, which therefore constitute (in such embodiments) the rolling elements 6.
- the rolling elements 6 are transversely distributed at least along the bottom 4a of the guiding track 4 and therefore the profiled member 7 can freely slide on the rollers and therefore with respect to the track 4, in the event of a relative movement along the main direction D (or parallel to it) of the first structural element A (associated with the slab 2 and therefore with the slider 3) with respect to the second structural element B (associated with the surbase 5 and therefore with the track 4), or vice versa.
- the structural joint 1 is provided solely with a plurality of rollers 6 which are interposed between the base surface 7a of the profiled member 7 and the bottom 4a of the track 4, as in Figure 6 .
- the profiled member 7 also has two flat lateral surfaces 7b, at right angles to the base surface 7a, so that it can be accommodated in a guiding track 4 which has a substantially U-shaped transverse cross-section.
- the structural joint 1 comprises a sheet 8, which is interposed between the profiled member 7 (and therefore the slider 3) and the track 4.
- the sheet 8 is provided with a plurality of slots 9 which are mutually spaced apart, which effectively define respective seats for the rollers, thus making it possible to maintain a preset distribution (chosen at the design stage) for these latter components inside the track 4.
- the slots 9 maintain the orientation and the correct mutual distances for the rollers, even during the sliding of the slider 3 on them (or any other stress), by preventing them from inclining, moving and/or touching each other, events which could all compromise the optimal operation of the joint 1 according to the invention.
- the sheet 8 is substantially flat in the embodiment in Figure 6 , in the preferred application (in the embodiments in Figures 1 to 5 ), the sheet 8 is folded into a U-shape.
- the sheet 8 defines a floor strip 8a, which is interposed between the base surface 7a and the bottom 4a of the track 4, and two wall strips 8b, which are respectively interposed between the corresponding lateral surfaces 7b and the corresponding sides 4b.
- Each strip 8a, 8b is provided with respective slots 9, in order to accommodate corresponding rollers and keep them correctly positioned.
- the slider 3 comprises an upper longitudinal member 10 (at least partially L-shaped in the embodiments in Figures 1 to 4 and 6 ), which is rigidly anchored to the second end limb 2b of the slab 2.
- a longitudinal lip 10a extends in a downward region from the longitudinal member 10 (and is therefore oriented in the main direction D, and along the track 4), and has an at least partially curvilinear transverse cross-section.
- the shape structure chosen for the lip 10a enables its rotary mating with a groove 7c of matching shape, which is defined in an upward region by the profiled member 7, and therefore allows the oscillation of the longitudinal member 10 and of the slab 2 (about the longitudinal axis of the lip 10a, which effectively coincides with or is in any case parallel to the main direction D), with respect to the profiled member 7 and the surbase 5.
- the slider 3 comprises a profiled beam 11, which is substantially L-shaped and is rigidly anchored to the second end limb 2b of the slab 2.
- a longitudinal crest 11a extends in a downward region from the beam 11 and has a transverse cross-section which is at least partially curvilinear (and with a longitudinal axis oriented in the main direction D).
- the longitudinal crest 11 a can slide on a plurality of balls, which in this embodiment constitute the rolling elements 6 and are distributed along (the entire inner surface of) a channel 5a which is of shape at least partially complementary to the crest 11a and is defined by the surbase 5.
- the slider 3 comprises a profiled bar 12, which is substantially L-shaped and is rigidly anchored to the second end limb 2b of the slab 2 (in a similar manner therefore to the beam 11).
- a plurality of aligned balls Interposed between the bar 12 and the track 4 are a plurality of aligned balls (effectively along the main direction D), which in this embodiment constitute the rolling elements 6.
- the balls are rotatably coupled in a downward region to the bar 12 and are free to slide in the channel 5a with an at least partially curvilinear transverse cross-section, which is defined in an upward region by the surbase 5.
- the structural joint 1 comprises a plate 13 which is retained rigidly by respective mutually opposite protrusions 12a, which extend in a downward region from the bar 12.
- the first end limb 2a of the slab 2 is preferably associated with the first structural element A by way of bellows elements 15 (which may be conventional).
- the slab 2 can translate integrally with the second structural element B (therefore maintaining the continuity of the walking surface), if relative movements of the latter occur with respect to the first structural element A perpendicularly to the main direction D.
- the structural joint 1 can be arranged at a break in continuity between two structural elements A, B between which a gap C is interposed, precisely in order to mutually decouple them and allow one of the two structural elements A, B to perform relative movements with respect to the other, while ensuring the continuity of the walking surface above (thanks to the slab 2 and to the other contrivances described).
- the presence of the rolling elements 6 ensures the possibility of optimal sliding of the slider 3 (and therefore of the slab 2 integrally with the first element A), with respect to the track 4 defined by the surbase 5 (and therefore with respect to the second element B).
- the slider 3 can slide on the chosen rolling elements 6 (rollers, balls, spheres, or the like) even in the event of the deformation or deterioration (which are compensated by the rolling elements 6) of the track 4 and of the surbase 5.
- the joint 1 according to the invention risks of seizing or jams (as conversely often happen when using conventional joints) are thus guarded against, in that the slideable coupling between the slider 3 and the track 4 is not simply obtained by way of mutually complementary shapes (as in conventional joints); therefore, the optimal operation is not compromised by deformations, even slight, or impurities collected in the track 4, since the interposition of the rolling elements 6 which roll on themselves while the slider 3 slides in the track 4 compensates for such drawbacks (which are irremediable with conventional solutions).
- the surbase 5 is preferably anchored in a cantilever arrangement to the second structural element B: therefore, during its travel parallel to the main direction D the slider 3 never interferes with the second structural element B (still less with the first structural element A) and its vertical space occupation.
- Any surrounding structures which may extend vertically from the structural elements A, B (pillars, door posts and entrances, jambs, and the like) never intercept the slider 3 and the slab 2, and do not in and of themselves constitute hazardous stroke limits, which are such as to undesirably limit the permitted extent of sliding, leaving them instead the possibility to freely move.
- the choice to provide a slider 3 provided with a longitudinal member 10 coupled to the profiled member 7 at the lip 10a, which is rotatably inserted in the groove 7c, also allows oscillations of the slab 2 with respect to the surbase 5.
- Figure 7 (in dotted lines) and Figure 9 show different possible positions for the slab 2, which are allowed by the peculiar method of coupling respectively the beam 11 and the bar 12 with the channel 5a, which allows relative oscillations (about an axis that coincides with or is parallel to the main direction D) thanks to the balls or to the spheres.
- the sheet 8 (and incidentally the plate 13) maintains the rolling elements 6 (the rollers or the balls) in the selected position, thus contributing to the optimal operation.
- the structural joint according to the invention fully achieves the set aim, in that the use of rolling elements interposed between the slider, which is coupled to the second end limb of the slab, and the track, which is defined by the surbase anchorable in a cantilever arrangement to the second structural element, allows mutual movements between the connected structural elements, while still ensuring (with the slab) the continuity of the walking surface.
- the materials employed, as well as the dimensions, may be any according to requirements and to the state of the art.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Joining Of Building Structures In Genera (AREA)
- Rod-Shaped Construction Members (AREA)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ITBO2014U000068U ITBO20140068U1 (it) | 2014-07-30 | 2014-07-30 | Giunto strutturale |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2982797A1 true EP2982797A1 (de) | 2016-02-10 |
EP2982797B1 EP2982797B1 (de) | 2017-10-11 |
Family
ID=53761218
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP15178115.0A Active EP2982797B1 (de) | 2014-07-30 | 2015-07-23 | Strukturelle verbindung |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP2982797B1 (de) |
IT (1) | ITBO20140068U1 (de) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107083743A (zh) * | 2017-06-19 | 2017-08-22 | 金佳琪 | 一种桥梁伸缩缝装置 |
CN107119557A (zh) * | 2017-06-19 | 2017-09-01 | 金佳琪 | 一种新型桥梁伸缩缝装置 |
CN107326803A (zh) * | 2017-08-10 | 2017-11-07 | 安徽省交通规划设计研究总院股份有限公司 | 串联式分散变位伸缩缝 |
JP2019002219A (ja) * | 2017-06-16 | 2019-01-10 | 株式会社中部コーポレーション | エキスパンションジョイント装置 |
WO2021175509A1 (en) | 2020-03-03 | 2021-09-10 | Seamus Devlin | Expansion joint cover |
CN116556436A (zh) * | 2023-05-10 | 2023-08-08 | 天元建设集团有限公司 | 一种隔震沟盖板构造 |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110820512B (zh) * | 2019-11-20 | 2021-03-12 | 北京市市政工程研究院 | 板梁横向连接装置及其施工方法 |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1378794A (en) * | 1971-03-01 | 1974-12-27 | Schulte Stemmerk Kg For Ind Un | Device for bridging and expansion joint between structural elements |
WO2000079055A1 (en) * | 1999-06-18 | 2000-12-28 | Vexcolt (Uk) Limited | Bridge joint |
JP2005009312A (ja) * | 2004-09-09 | 2005-01-13 | Nitta Ind Corp | 橋梁用伸縮装置 |
-
2014
- 2014-07-30 IT ITBO2014U000068U patent/ITBO20140068U1/it unknown
-
2015
- 2015-07-23 EP EP15178115.0A patent/EP2982797B1/de active Active
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1378794A (en) * | 1971-03-01 | 1974-12-27 | Schulte Stemmerk Kg For Ind Un | Device for bridging and expansion joint between structural elements |
WO2000079055A1 (en) * | 1999-06-18 | 2000-12-28 | Vexcolt (Uk) Limited | Bridge joint |
JP2005009312A (ja) * | 2004-09-09 | 2005-01-13 | Nitta Ind Corp | 橋梁用伸縮装置 |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2019002219A (ja) * | 2017-06-16 | 2019-01-10 | 株式会社中部コーポレーション | エキスパンションジョイント装置 |
CN107083743A (zh) * | 2017-06-19 | 2017-08-22 | 金佳琪 | 一种桥梁伸缩缝装置 |
CN107119557A (zh) * | 2017-06-19 | 2017-09-01 | 金佳琪 | 一种新型桥梁伸缩缝装置 |
CN107326803A (zh) * | 2017-08-10 | 2017-11-07 | 安徽省交通规划设计研究总院股份有限公司 | 串联式分散变位伸缩缝 |
WO2021175509A1 (en) | 2020-03-03 | 2021-09-10 | Seamus Devlin | Expansion joint cover |
CN116556436A (zh) * | 2023-05-10 | 2023-08-08 | 天元建设集团有限公司 | 一种隔震沟盖板构造 |
CN116556436B (zh) * | 2023-05-10 | 2024-05-24 | 天元建设集团有限公司 | 一种隔震沟盖板构造 |
Also Published As
Publication number | Publication date |
---|---|
EP2982797B1 (de) | 2017-10-11 |
ITBO20140068U1 (it) | 2016-01-30 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP2982797B1 (de) | Strukturelle verbindung | |
US5471805A (en) | Slip track assembly | |
US8281552B2 (en) | Exterior wall construction product | |
US20080072526A1 (en) | Wall fastener | |
US11326344B2 (en) | In-frame shear wall | |
AU2012274886A1 (en) | Assembly for securing two juxtaposed panels to a structure so as to allow thermal expansion and contraction | |
US20080229682A1 (en) | Aseismic joint | |
WO2015120993A2 (en) | A device for spanning an expansion joint in the floor of a building | |
JP3694288B2 (ja) | 渡り廊下のエキスパンションジョイント | |
JP5388725B2 (ja) | 水平2次元方向に可動の自在手摺り構造 | |
US6675539B2 (en) | Roof seismic motion-absorbing gap cover | |
JP2017178541A (ja) | 乗客コンベア | |
US20230100651A1 (en) | Expansion joint cover | |
JP3463847B2 (ja) | 建築物間の可動連絡通路 | |
WO2015151541A1 (ja) | サッシ上枠 | |
AU2011101371A4 (en) | Expansion joint system | |
JP6017391B2 (ja) | 可動連結式手摺装置 | |
EP3875712A1 (de) | Strukturfuge | |
JP6242783B2 (ja) | 可動連結式手摺装置 | |
JP2014214570A (ja) | 床用目地カバー装置 | |
JP5671167B1 (ja) | 躯体間隙の間仕切り構造及び仕切り部材の支持機構 | |
JP2016084588A (ja) | 可動連結式手摺装置 | |
JP2023165743A (ja) | 壁構造体及び外部構築物 | |
CN106143502A (zh) | 地铁站台门底部支撑的复合式绝缘结构 | |
JP5041433B2 (ja) | 建具 |
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): 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 |
|
AX | Request for extension of the european patent |
Extension state: BA ME |
|
17P | Request for examination filed |
Effective date: 20160629 |
|
RBV | Designated contracting states (corrected) |
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 |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
RIC1 | Information provided on ipc code assigned before grant |
Ipc: E04B 1/68 20060101ALI20170329BHEP Ipc: E01D 19/06 20060101AFI20170329BHEP |
|
INTG | Intention to grant announced |
Effective date: 20170425 |
|
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): 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: 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: AT Ref legal event code: REF Ref document number: 936144 Country of ref document: AT Kind code of ref document: T Effective date: 20171115 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 602015005255 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: MP Effective date: 20171011 |
|
REG | Reference to a national code |
Ref country code: LT Ref legal event code: MG4D |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MK05 Ref document number: 936144 Country of ref document: AT Kind code of ref document: T Effective date: 20171011 |
|
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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20171011 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R082 Ref document number: 602015005255 Country of ref document: DE Representative=s name: SCHIEBER - FARAGO PATENTANWAELTE, DE Ref country code: DE Ref legal event code: R082 Ref document number: 602015005255 Country of ref document: DE Representative=s name: FARAGO PATENTANWALTSGESELLSCHAFT MBH, DE Ref country code: DE Ref legal event code: R082 Ref document number: 602015005255 Country of ref document: DE Representative=s name: FARAGO PATENTANWALTS- UND RECHTSANWALTSGESELLS, DE Ref country code: DE Ref legal event code: R082 Ref document number: 602015005255 Country of ref document: DE Representative=s name: FARAGO PATENTANWAELTE, DE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20180111 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: 20171011 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: 20171011 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: 20171011 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: 20171011 |
|
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: 20171011 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: 20180112 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: 20180111 Ref country code: RS 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: 20171011 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: 20171011 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: 20171011 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: 20180211 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 602015005255 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 4 |
|
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: 20171011 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: 20171011 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: 20171011 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: 20171011 |
|
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 |
|
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: 20171011 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: 20171011 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: 20171011 |
|
26N | No opposition filed |
Effective date: 20180712 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20171011 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20171011 Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180723 |
|
REG | Reference to a national code |
Ref country code: BE Ref legal event code: MM Effective date: 20180731 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: MM4A |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180723 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180731 Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180731 |
|
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: 20180731 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180723 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20190723 |
|
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: 20190723 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20171011 |
|
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 NON-PAYMENT OF DUE FEES Effective date: 20171011 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; INVALID AB INITIO Effective date: 20150723 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: 20171011 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AL 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: 20171011 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R082 Ref document number: 602015005255 Country of ref document: DE Representative=s name: SCHIEBER - FARAGO PATENTANWAELTE, DE Ref country code: DE Ref legal event code: R082 Ref document number: 602015005255 Country of ref document: DE Representative=s name: FARAGO PATENTANWALTSGESELLSCHAFT MBH, DE |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R082 Ref document number: 602015005255 Country of ref document: DE Representative=s name: SCHIEBER - FARAGO PATENTANWAELTE, DE |
|
P01 | Opt-out of the competence of the unified patent court (upc) registered |
Effective date: 20230529 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: TR Payment date: 20230720 Year of fee payment: 9 Ref country code: IT Payment date: 20230707 Year of fee payment: 9 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 20230704 Year of fee payment: 9 Ref country code: DE Payment date: 20230706 Year of fee payment: 9 |