EP2761099A1 - Component for attaching a manhole structure to a traffic area surrounding the manhole structure - Google Patents
Component for attaching a manhole structure to a traffic area surrounding the manhole structureInfo
- Publication number
- EP2761099A1 EP2761099A1 EP12740618.9A EP12740618A EP2761099A1 EP 2761099 A1 EP2761099 A1 EP 2761099A1 EP 12740618 A EP12740618 A EP 12740618A EP 2761099 A1 EP2761099 A1 EP 2761099A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- face
- component
- shaft structure
- mold
- edge
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
Definitions
- the present invention relates to a structural element for connecting a shaft structure to a traffic area surrounding the shaft structure with a first and second
- Front side, a front and a back and a bottom and a top according to the preamble of claim 1.
- Compactable asphalt pavements are bituminous mixtures of aggregates and bitumen
- Binder that complies with the applicable rules and regulations.
- the bituminous mixture is applied to the traffic area in a hot condition and is compulsorily fed to compaction by means of compactors.
- Mastic asphalt is a mixture of fine and coarse aggregates with bituminous aggregates
- Binders such as road bitumen gem. ⁇ norm B3610 or polymer modified bitumen acc. ⁇ norm B3613, which is cast in viscous form and also forms a road surface after cooling. In contrast to the above-mentioned asphalt coverings, no compaction is required when using mastic asphalt.
- Traffic areas are usually drains or other lines of the infrastructure in the form of pipes and cables.
- the traffic areas are usually at irregular intervals with vertically from the road surface running down, in
- substantially cylindrical shape having shaft structures, which have a shaft structure, which will be discussed in more detail later and have a passable / accessible manhole cover.
- the manhole covers are planned according to the level of the surrounding road surface to minimize the slightest bumps when crossing the
- the present invention aims to prevent or minimize the effects of the mentioned types of damage.
- both ongoing maintenance measures can be reduced and the
- a technique sometimes used, predominantly in urban areas, is that of connecting the shaft structure to the surrounding traffic area by means of additional building elements in the form of paving stones. These are usually off
- the paving stones become the shaft structure
- Paving stones are made relatively small to
- paving stones generally have a polishable surface, which in turn is a risk factor, especially for single-lane vehicles
- Paving stone construction is accelerated. Also
- the invention has the object to provide an arrangement for connecting a shaft structure to a shaft structure surrounding traffic area available, which ensures a stable and weather-resistant connection, can be used for different manhole structures and can be produced by the application of optimized methods.
- a further object of the present invention is to provide a method for connecting a shaft structure to a traffic area surrounding the shaft structure.
- this is in a component for connecting a shaft structure to a traffic area surrounding the shaft structure with a first and second end face, a front and a back, and a lower and a
- Upper side achieved in that it is a component made of mastic asphalt mold component.
- Under mold component is a component understood, in addition to the usual cuboid form of conventional components, such as
- the paving stones mentioned may also have different forms of this.
- Moldings according to the invention are made by casting in a mold, preferably made of steel.
- the mixture is pourable and spreadable when hot before curing, and requires no condensation work to cure it.
- the thus-obtained molded component is characterized particularly easy to manufacture, and can be made largely free depending on the mold in its shape.
- the profile of the second end face can essentially represent the negative contour of the first end side, wherein the negative contour of the first end face is understood to mean the profile of a shape which, when attached to the first end face, covers it in a form-fitting manner and without leaving behind opening areas.
- Inventive mold components are thus directly and form-fitting can be connected to each other and particularly easy to install.
- the use of molded components made of mastic asphalt is especially advantageous when the molded component in
- molded components according to the invention have the largely same modulus of elasticity as the surrounding component
- Asphalt and the associated ramp formation is minimized.
- the formation of cracks is largely avoided, resulting in less wear, increased weather resistance, increased safety and increased ease of use
- Mastic asphalt is easy to work and can
- mold components according to the invention are made of mastic asphalt in
- Sheath suitable for various manhole structures are provided.
- the at least one step of the first end face is arranged such that its edge is visible in a plan view of the top of the mold component, and that the edge of the at least one step of the second end face in a plan view of the underside of
- Molded component is visible.
- the formation of a toothing ensures that enables a stable connection of the mold components.
- the profile of the first end face exactly two stages and the profile of the second end face exactly one step.
- the two stages are the first face
- a plan view of the front side of the molded component therefore shows a shape that is essentially one
- Parallelogram is similar. As a result, the joining of the mold components is particularly stable and easy to implement.
- Front side is smaller than a second normal distance between the top and the edge of the stage of the second end face.
- a third normal distance between the underside of the mold component and the edge of the bottom is smaller than a fourth normal distance between the bottom and the edge of the step of the second end face, further that the depth of the top nearest step of the first end side is lower than that of the bottom to the bottom
- the depth of the step nearest the bottom of the first end face is preferably equal to the depth of the step of the second end face, the depths of the steps being measured along respectively the same parallels to the front side.
- Mold component in particular to determine the geometry of the end faces of the mold component closer and thus the
- Embodiment parallel to each other, and each form a portion of a cylinder jacket.
- the latter feature contributes to the fact that a self-contained circular ring of molded components can be created by appropriate juxtaposition of molded components.
- a closed structure is also easy to implement and low
- the top of the molded component of the solidified mastic asphalt outstanding, coarse-grained elements, preferably hard chippings, in order to make the surface rough and handy. This can contribute to the risk of accidents
- Striding or otherwise crossing the mold component are additionally reduced.
- the object underlying the invention is further solved by an arrangement for connecting a shaft structure to a traffic area surrounding the shaft structure, wherein the arrangement comprises a plurality of inventive
- Mold component of the plurality of mold components contacted at least along a portion or an edge and connected to a connecting means and the front sides of the plurality of mold components via a further connecting means with the manhole structure preferably the manhole frame
- Molded components are connected via an additional connection means with the traffic area.
- polymer modified bitumen This is for the dense Connection of the mold components particularly well suited because it has water-repellent properties, can be poured in a simple manner hot in joints and this
- the object on which the invention is based is furthermore achieved by a method for connecting a shaft structure to a traffic area surrounding the shaft structure, comprising the following steps: preferably coating the surfaces of steps of the first end sides of several molded components closest to the bottom side
- Front side of a second molded component of the plurality of mold components contacted at least along a portion or an edge shedding of in the course of laying between the mold components (la, ... n) along the end face resulting Vergussfugen and the between the mold components and the traffic area or the manhole frame resulting gaps with connecting means, preferably
- bitumen emulsion is preferably a bitumen emulsion.
- Fig. 1 is an axonometric view of an inventive
- Fig. 2 is an axonometric view of an inventive
- Fig. 3 is a plan view of the invention
- Fig. 4 is a front view of the invention
- Fig. 5 is a side view of the invention
- FIG. 6 is a plan view of an arrangement according to the invention for connecting a shaft component forming a component of a shaft structure to a traffic area surrounding the shaft structure
- Fig. 7 is a sectional view of a shaft structure
- Fig. 8 is a sectional view of the invention
- FIGS. 1 and 2 each show an axonometric view of a component in the form of a molded component 1 according to the invention.
- FIG.l and 2 already show a special
- a molded component 1 according to the invention in which the front and back 4, 5 are arranged parallel to each other and each forming a portion of a cylinder jacket.
- the component according to the invention can have any shape.
- the following explanations are therefore also valid for mold components according to the invention, in which the front and rear sides 4, 5 are in the form of a
- Diverge cylinder section in particular represent flat surfaces. At least one of the front side 4 can be seen
- End face 2, 3 each have a stepped profile which, when the mold components are lined up, makes possible a type of toothing of the same.
- the first end face 2 has exactly two stages 8.9 and the second
- the steps 8, 9 each have an edge 11 and 12, wherein edge 11 is formed by a height of the step 8 determining end face 20 and a top surface 7 facing surface 21 and edge 12 by a height of the step 9 determining end face 22 and one of the top 7
- Alignment of the step 10 is such that the edge 13 is visible in a plan view of the bottom 6 of the molded component 1.
- Top 7 and the bottom 4 are perpendicular to the front 4 and the back of the 5
- edges 11, 12 and 13 are each at a right angle to each other, the surfaces 21, 23 and 25 being parallel to the upper side 7
- the depth 35 of the step 9, measured along a parallels to the front side 4 is less than the depth 36 of the step 8 measured along the same parallels to the front side 4, and the depth 36 of the step 8 is equal to the depth 37 of FIG Level 10, respectively measured along the same parallels to the front side 4, in order to enable a contact of the respective first end face 2 with the respective second end face 3 in the case of an end-to-end arrangement of mold components 1a,..., ln (see FIG. 6).
- the molded component 1 may have openings or cavities.
- the molded component 1 may have openings or cavities.
- FIG. 6 An arrangement according to the invention of molded components 1a,..., Ln is shown in FIG. 6 as a plan view in the direction of the upper sides 7 of the molded components 1a,..., Ln.
- a plurality of molded structural elements 1a,..., Ln is a shaft structure 18
- the first end face 2 of a molded component 1 a contacts the second end face 3 of another mold component 1 b of the plurality of molded components 1 a, ..., 1 n, either over the end face 20 of the step 8 and the setting surface 26 of the step 10 or over the end face 22 of the step 9 and the end face 24 of the stage 10 or over all of the latter
- a Vergussfuge 15 is formed is, which is filled with a bonding agent, preferably bitumen 14.
- FIG. 6 furthermore shows the structure of the shaft structure 18, which comprises a manhole cover 17, a manhole frame 16 and a compensation ring 27, not shown in FIG. 6, as well as a shaft cone 28.
- Fig. 7 shows a sectional view of an arrangement according to the invention, i.e. of the shaft structure 18, a traffic surface 19 and the molded component 1 in the installed state.
- Shaft frame 16 carries therein the manhole cover 17, and is surrounded by the mold components 1 according to the invention.
- Manhole frame 16 is optionally on the balancing ring 27, which allows easy adjustment of the manhole frame level. Below this is usually a shaft cone 28, the diameter of which generally widens with increasing distance from the manhole frame 16.
- the mold components 1a,..., Ln rest in a grit bed 29, which is heaped up, for example, on a freezer box 30, which in turn often has a bituminous base layer 31 followed by a bituminous layer
- Normal distance between the top 7 of the mold component la and the edge 12 of the top 7 closest to the stage 9 of the first end face 2 is smaller than a second
- the underside 6 contacted a substrate (made of unbound rock materials), which may be designed as a grit bed 29.
- the mold components 1a,... N contact one another, wherein the contact between in each case two mutually contacting mold components 1a and 1b takes place via the end faces 2, 3, more precisely via the end faces 20 and 22 or 24 and 26 and the surfaces 21 and 25.
- both the surface 21 with a connecting means, preferably bitumen 14, coated as well as the Vergussfuge 15 by means of the connecting means, preferably bitumen 14, are poured out.
- Traffic area 19 also takes place by means of a
Landscapes
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ATGM528/2011U AT12746U1 (en) | 2011-09-27 | 2011-09-27 | CONSTRUCTION ELEMENT FOR CONNECTING A BAYWORK TO A TRAFFIC SURFACE SURROUNDING THE BAY STRUCTURE |
PCT/EP2012/064967 WO2013045136A1 (en) | 2011-09-27 | 2012-07-31 | Component for attaching a manhole structure to a traffic area surrounding the manhole structure |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2761099A1 true EP2761099A1 (en) | 2014-08-06 |
EP2761099B1 EP2761099B1 (en) | 2016-02-10 |
Family
ID=47048883
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP12740618.9A Not-in-force EP2761099B1 (en) | 2011-09-27 | 2012-07-31 | Manhole shaft |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP2761099B1 (en) |
AT (1) | AT12746U1 (en) |
WO (1) | WO2013045136A1 (en) |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4998387A (en) * | 1989-09-25 | 1991-03-12 | Geiger Robert A | Cover assembly for a ground opening |
DE10158389C2 (en) * | 2001-11-28 | 2003-12-11 | Bartolo Vienna | manhole cover |
WO2005085536A1 (en) * | 2004-02-17 | 2005-09-15 | Davis Richard B | Setting utility access covers |
DE102010007863A1 (en) * | 2010-02-13 | 2011-08-18 | Hester, Rudi, 69214 | Sealing device and road caps |
-
2011
- 2011-09-27 AT ATGM528/2011U patent/AT12746U1/en not_active IP Right Cessation
-
2012
- 2012-07-31 WO PCT/EP2012/064967 patent/WO2013045136A1/en active Application Filing
- 2012-07-31 EP EP12740618.9A patent/EP2761099B1/en not_active Not-in-force
Non-Patent Citations (1)
Title |
---|
See references of WO2013045136A1 * |
Also Published As
Publication number | Publication date |
---|---|
WO2013045136A1 (en) | 2013-04-04 |
EP2761099B1 (en) | 2016-02-10 |
AT12746U1 (en) | 2012-10-15 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
DE10138803A1 (en) | Process for the continuous storage of a rail on a fixed carriageway, and adjusting device and fixed carriageway | |
DE69924777T2 (en) | Method for producing a track superstructure | |
DE4439894C2 (en) | Track superstructure | |
DD282487A5 (en) | EXPANSION JOINT CLOSURE AND METHOD OF MANUFACTURING | |
DE10066016B4 (en) | Formwork arrangement, in particular for the production of a concrete slab for a fixed railroad track | |
DE102007029928A1 (en) | Filled or fillable vehicle restraint system for limiting roadways | |
EP2761099B1 (en) | Manhole shaft | |
DE60318924T2 (en) | Concrete paving stone | |
DE10261641A1 (en) | Method of making a slab track and track | |
DE872959C (en) | Road paving made of blocks and their production | |
DE102009044841B4 (en) | Schienenfuge | |
EP2447421B1 (en) | Joining of a frame to a surface | |
DE102004020101A1 (en) | Roadway edging slab has wedge shaped cross section with upper cut outs formed by vertical through openings and angled troughs | |
EP2800833B1 (en) | Slab track | |
EP4015708B1 (en) | Concrete block for producing a surface covering, surface covering and method for manufacturing a concrete block | |
AT413553B (en) | RAIL VEHICLE RAIL AND METHOD FOR PRODUCING A JOURNEY | |
DE4437955A1 (en) | Rail track permanent way | |
EP2333160A1 (en) | Traffic guidance device | |
DE102021127502A1 (en) | Track for track-guided rail vehicles and method for its construction | |
DE494512C (en) | Process for the production of rammed concrete floors | |
DE102022003810A1 (en) | Concrete element system for the reinforcement of mountain roads, paths, climbs or trails | |
EP1298251A1 (en) | Ballast-free railway track structure and method of building such structure | |
DE102010003931A1 (en) | Precast concrete part for constructing segment of circular ring for required track of traffic circle, comprises component made of high-tensile concrete, and forms segments with cross coupling force in joint | |
DE29621349U1 (en) | Flooring element | |
DE29605519U1 (en) | Molded stone for covering floor areas with wide joints |
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: 20140225 |
|
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 |
|
DAX | Request for extension of the european patent (deleted) | ||
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
INTG | Intention to grant announced |
Effective date: 20150804 |
|
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 Free format text: NOT ENGLISH |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: REF Ref document number: 774721 Country of ref document: AT Kind code of ref document: T Effective date: 20160215 Ref country code: CH Ref legal event code: EP |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: LANGUAGE OF EP DOCUMENT: GERMAN |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 502012005986 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: LT Ref legal event code: MG4D |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: MP Effective date: 20160210 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 5 |
|
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: 20160210 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: 20160210 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: 20160510 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: 20160210 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: 20160511 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: 20160210 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20160210 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: 20160210 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: 20160613 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: 20160610 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: 20160210 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: 20160210 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: 20160210 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: 20160210 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20160210 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: 20160210 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20160728 Year of fee payment: 5 Ref country code: DE Payment date: 20160729 Year of fee payment: 5 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 502012005986 Country of ref document: DE |
|
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: 20160210 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: 20160210 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: 20160210 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: 20160210 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 20160711 Year of fee payment: 5 |
|
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: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20160731 |
|
26N | No opposition filed |
Effective date: 20161111 |
|
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: 20160210 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: 20160510 |
|
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: 20160210 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20160731 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20160731 |
|
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: 20160731 |
|
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: 20160731 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 502012005986 Country of ref document: DE |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20170731 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST Effective date: 20180330 |
|
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: 20180201 Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20170731 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20170731 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: 20120731 |
|
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: 20160210 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: 20160210 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: 20160210 |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MM01 Ref document number: 774721 Country of ref document: AT Kind code of ref document: T Effective date: 20170731 |
|
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: 20160210 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: 20160210 |
|
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: 20170731 |