EP2393993A1 - Foundation for buildings - Google Patents
Foundation for buildingsInfo
- Publication number
- EP2393993A1 EP2393993A1 EP09776807A EP09776807A EP2393993A1 EP 2393993 A1 EP2393993 A1 EP 2393993A1 EP 09776807 A EP09776807 A EP 09776807A EP 09776807 A EP09776807 A EP 09776807A EP 2393993 A1 EP2393993 A1 EP 2393993A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- substructure according
- load distribution
- honeycomb structure
- walls
- layer
- 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
- 229920003023 plastic Polymers 0.000 claims description 10
- 239000004033 plastic Substances 0.000 claims description 10
- 229920001903 high density polyethylene Polymers 0.000 claims description 5
- 239000004700 high-density polyethylene Substances 0.000 claims description 5
- 239000004745 nonwoven fabric Substances 0.000 claims description 4
- 239000002861 polymer material Substances 0.000 claims description 2
- 241000264877 Hippospongia communis Species 0.000 description 28
- 239000000463 material Substances 0.000 description 10
- 239000004576 sand Substances 0.000 description 7
- 238000010276 construction Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 2
- 230000035699 permeability Effects 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 239000000758 substrate Substances 0.000 description 2
- 239000004753 textile Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 230000002528 anti-freeze Effects 0.000 description 1
- 239000013590 bulk material Substances 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 230000007257 malfunction Effects 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
- E02D27/14—Pile framings, i.e. piles assembled to form the substructure
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/207—Securing of slopes or inclines with means incorporating sheet piles or piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
- E02D27/16—Foundations formed of separate piles
Definitions
- the invention relates to a substructure for buildings.
- load-distribution layer On soft ground to be built structures can be supported by pile foundations and secured against settling movements. Between the piles (below) and the structures (above), a load-distribution layer should be regularly arranged in order to be able to introduce the loads resulting from the structure into the piles.
- the load distribution layer must have a certain thickness to fulfill this task and consist of certain material.
- load distribution layers of sand are known.
- Object of the present invention is the change of the load distribution layer such that the substructure can be constructed more cost-effective, more stable and / or faster overall.
- the substructure according to the invention results from the features of claim 1.
- the load distribution layer here is generally a combination of a pourable material, such as sand, with an integrated honeycomb structure.
- the latter is intended in particular to prevent or limit lateral movements of the pourable substance, namely an escape of the pourable substance to the side due to the static loads of the structures.
- the pourable material advantageously has the same height in the load distribution layer as the honeycomb structure. Deviations are possible.
- the support elements stand on or in a supporting ground and extend through an insufficiently load-bearing layer up to the load distribution layer.
- the honeycomb structure predominantly, in particular exclusively upright walls.
- “Upright” in this case means an alignment also parallel to the main extension direction of the support elements. In this way, transverse movements of the bulk material in the load distribution layer are effectively prevented.
- the honeycomb structure has predominantly, in particular exclusively walls, which are directed perpendicular to the extent of the load distribution layer. With horizontally aligned load distribution layer so upright walls of the honeycomb structure arise.
- the honeycomb structure is upwardly - in the direction of the building - and down - towards the support elements - open. Water absorption and permeability are thereby optimized.
- a leveling layer preferably made of sand, is provided beneath the load distribution layer, into which the support elements extend.
- the leveling layer serves as height compensation for the support elements. The latter end with their upper end faces approximately at the same height. Exactly the same heights are not possible in most cases due to their construction. The differences can be compensated by the compensation layer.
- the thickness of the leveling layer is 1 cm to 10 cm. The thicker the leveling layer is, the greater its additional load-distributing effect. Ideally, no leveling layer is provided.
- the honeycomb structure has cavities with a diameter of 25 cm or more.
- the diameter should be measured in the direction parallel to the extension of the load distribution layer.
- the cavities are all approximately the same size as possible. Accordingly, the cavities do not have a circular cross-section.
- the diameter refers to the smallest diameter within a cavity. Depending on the direction of measurement, a larger diameter may also result.
- the honeycomb structure walls and / or cavities having 5 cm to 15 cm in height.
- the height preferably extends in the direction perpendicular to the extension of the load distribution layer.
- the load distribution layer can be made relatively thin overall. Accordingly, the reduced
- the honeycomb structure has perforated walls with a perforation of 0% to 40% of the total wall surface.
- the perforation for example in the form of equally spaced holes or other openings, allows a permeability to water and fine grain.
- 0% corresponds to a version , without perforation.
- the honeycomb structure can be formed from wavy curved strips, the strips being connected to one another in the region of wave crests and wave troughs.
- the peaks and valleys are not up and down, but laterally offset from each other.
- the strips described make it possible to form large-area honeycomb structures quickly and easily.
- the honeycomb structure has contiguous cells or cavities having an area of 400 cm 2 or more.
- the surface is preferably to be measured parallel to the extension of the load distribution layer.
- the honeycomb structure may have mutually adjacent cells whose walls are connected to walls of other and / or the same cells, wherein frictional connections between the walls for a load of preferably each about 1 kN are designed.
- Such resilient connections effectively prevent separation of the interconnected walls or malfunction of the honeycomb structure as a whole for most applications.
- the honeycomb structure has walls made of HDPE or other polymer materials.
- HDPE High Density Polyethylene
- the walls can also be formed from nonwovens.
- the honeycomb structure has in particular walls of 1 mm to 3 mm thickness.
- walls with a thickness of 1 mm to 2 mm are provided.
- the walls tend to be thicker the more perforations are provided.
- the support elements are advantageously columns with 40 cm to 80 cm in diameter and can be cast, for example, concrete.
- a grid arrangement of the support elements with a distance of 1.50 m to 3.50 m to each other.
- a fleece is provided on the leveling layer or in the same.
- the fleece is preferably a water-permeable textile layer with which, for example, a mixing of material above and below the fleece is avoided.
- a nonwoven fabric is disposed immediately under the load distribution layer.
- two or more load distribution layers are arranged one above the other, with distances to each other of preferably 0 cm to 50 cm, wherein the support elements can reach down to the lower load distribution layer.
- Tests have shown that two load distribution layers can provide better results than a single load distribution layer with the same total thickness as the two load distribution layers. This effect can be explained by the compaction of the material within the load distribution layer. The material can be better compacted successively in two flat load-distribution layers than in a single one high load distribution layer. It is also possible to arrange more than two load distribution layers one above the other with or without gaps.
- compensation layers are respectively arranged between the load distribution layers, with thicknesses of preferably 0 cm to 50 cm.
- thicknesses preferably 0 cm to 50 cm.
- one or more compensation layers have a changing thickness profile.
- a lower leveling layer between the load distribution layer and the support elements compensates for tolerances when setting the support elements. Further adjustments to the required exact height of the substructure are possible by changing the thickness of a further leveling layer between two load distribution layers.
- a possibly present nonwoven fabric is arranged at least under the lowest load distribution layer in the case of several load distribution layers. But it can also be provided under further or under all load distribution layers fleeces.
- FIG. 2 is a perspective view of a part of the substructure, 3 shows a cross section to Fig. 2,
- FIG. 4 is a perspective view of the substructure analogous to FIG. 2, but with three load distribution layers and compensating layers,
- FIG. 5 shows a cross section to Fig. 4th
- a building is to be erected on an unsustainable ground, namely a soft layer 10.
- a special substructure is provided. This has here columnar support elements 11 and a load distribution layer 12 arranged above.
- the support elements 11 are designed here as concrete columns that stand upright and extend through the entire soft layer 10 into a sustainable
- Compensation layer 14 if necessary, existing height differences of the support elements are compensated. At the same time, the leveling layer 14 can participate in the distribution of loads.
- the leveling layer 14 is covered by a water-permeable textile layer, a fleece 15. Immediately on the fleece 15, the load distribution layer 12 is arranged, on which, for example, an antifreeze layer and a road surface can lie (not shown) or a dyke structure.
- the load distribution layer 12 preferably has an integrated, three-dimensional honeycomb structure.
- the honeycomb structure is filled with compacted sand. Loads resting on the load distribution layer 12 are introduced into the support elements 11 through the sand and the honeycomb structure.
- the three-dimensional honeycomb structure of the load distribution layer 12 consists of meandering plastic strips 16 with upright walls. Due to the meandering shape, the impression of a nearly complete impression results for each plastic strip 16 sinusoidal course. Adjacent plastic strips 16 are - in the sense of a sinusoid - shifted by 180 ° to each other, so that upwardly and downwardly open cavities 17 or honeycomb arise.
- a plurality of plastic strips 16 are connected in advance to form a honeycomb unit 18.
- a plurality of honeycomb units 18 in the area of outer arches 19 and projecting fins 20 are then frictionally connected to one another.
- connecting means are used, such as mechanical type or by gluing or welding.
- the fins 20 are formed by interconnected ends of adjacent plastic strips 16.
- the height of the honeycomb structure and correspondingly also the perforated plastic strip 16 and the load distribution layer 12 is about 5 cm to 15 cm with a diameter of the individual cavities 17 or honeycombs of more than 25 cm and / or one of the cavities 17 covered area of more each as 400 cm 2 .
- the leveling layer 14 should be as thin as possible and has a thickness of about 1 cm to 20 cm. Ideally, no leveling layer is provided.
- the support members 11 are formed here as concrete columns with a diameter of about 40 cm to 80 cm.
- the individual columns in the grid at a distance of about 2 m to 3.50 m.
- the connections between the adjacent or successive plastic strips 16 are designed for a tensile force of about 1 kN.
- the material used is preferably HDPE with a wall thickness of 1 mm to 2 mm thickness.
- FIGS. 4 and 5 An extension of the substructure shown in FIGS. 2 and 3 is shown in FIGS. 4 and 5. Overall, three load distribution layers 12, 112, 212 and three compensation layers 14, 114, 214 are provided, namely alternately.
- the mat 15 is located between the lower load distribution layer 12 and the lower leveling layer 14.
- the support elements 11 extend as far as the lower compensation layer 14 or extend into it, as shown in Fig. 1.
- the compensating layers 14 are formed here in the longitudinal extent of the structure - arrow 21 - with a constant thickness. However, changing thicknesses are also possible in the extension direction, in particular to compensate for different heights between the soft layer 10 on the one hand, see FIG. 1, and the required height of the structure above the uppermost load distribution layer 212 on the other.
Abstract
Description
Claims
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL09776807T PL2393993T3 (en) | 2009-02-06 | 2009-06-23 | Foundation for buildings |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102009007931A DE102009007931A1 (en) | 2009-02-06 | 2009-02-06 | Substructure for buildings |
PCT/EP2009/004511 WO2010088929A1 (en) | 2009-02-06 | 2009-06-23 | Foundation for buildings |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2393993A1 true EP2393993A1 (en) | 2011-12-14 |
EP2393993B1 EP2393993B1 (en) | 2017-03-15 |
Family
ID=41149140
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP09776807.1A Not-in-force EP2393993B1 (en) | 2009-02-06 | 2009-06-23 | Foundation for buildings |
Country Status (9)
Country | Link |
---|---|
US (1) | US8790043B2 (en) |
EP (1) | EP2393993B1 (en) |
AU (1) | AU2009339390B2 (en) |
CA (1) | CA2751809C (en) |
DE (1) | DE102009007931A1 (en) |
MX (1) | MX2011008259A (en) |
MY (1) | MY159948A (en) |
PL (1) | PL2393993T3 (en) |
WO (1) | WO2010088929A1 (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5801766B2 (en) * | 2012-06-21 | 2015-10-28 | 公益財団法人鉄道総合技術研究所 | Joining method of superstructure and ground improvement pile |
US8979449B2 (en) * | 2013-08-06 | 2015-03-17 | Matthew Bullock | Load restraint strip |
CN110306524B (en) * | 2019-07-01 | 2020-12-18 | 济南轨道交通集团有限公司 | Foundation reinforcing structure and method for hoisting heavy equipment close to unsealed building |
CN111155565B (en) * | 2020-03-11 | 2022-04-08 | 张晶 | Multi-layer composite construction method for waterproof coiled material without lap joint loss |
Family Cites Families (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4797026A (en) | 1984-05-09 | 1989-01-10 | The United States Of America As Represented By The Secretary Of The Army | Expandable sand-grid for stabilizing an undersurface |
US4778309A (en) * | 1987-03-30 | 1988-10-18 | Presto Products, Incorporated | Stackable grid material for soil confinement |
JP2782542B2 (en) | 1989-12-08 | 1998-08-06 | 横浜ゴム株式会社 | Plastic honeycomb for civil engineering structures |
GB9014040D0 (en) | 1990-06-23 | 1990-08-15 | Roxbury Ltd | Improved methods for providing foundations for building structures |
US5160215A (en) * | 1991-04-01 | 1992-11-03 | Jensen John S | Ground surfacing and erosion control device |
CA2111063C (en) | 1993-02-18 | 1996-04-23 | Gary M. Bach | Reinforced cell material |
MXPA01005601A (en) | 2001-06-04 | 2002-12-10 | Postensados Y Disenos De Estru | Post-tightened celled concrete rigid tracks for airports. |
CA2390653A1 (en) * | 2002-07-02 | 2004-01-02 | Casey Moroschan | Sub-grade thermo-structural bridge |
US7377726B2 (en) * | 2006-03-07 | 2008-05-27 | Aerial Industrial, Inc. | Method and apparatus for building reinforced sea walls and levees |
GB2440147B (en) * | 2006-07-15 | 2011-02-09 | Terram Ltd | Containment structure |
JP4794390B2 (en) | 2006-08-08 | 2011-10-19 | 大成建設株式会社 | Pile foundation reinforcement structure and reinforcement method |
JP4782648B2 (en) | 2006-09-22 | 2011-09-28 | 東京インキ株式会社 | Retaining wall |
KR100780216B1 (en) | 2007-05-03 | 2007-11-27 | 주식회사 남원건설엔지니어링 | Method for constructing a honeycomb-shaped mat |
WO2009045896A1 (en) * | 2007-09-27 | 2009-04-09 | Prs Mediterranean Ltd. | Sandwich system |
-
2009
- 2009-02-06 DE DE102009007931A patent/DE102009007931A1/en not_active Withdrawn
- 2009-06-23 PL PL09776807T patent/PL2393993T3/en unknown
- 2009-06-23 WO PCT/EP2009/004511 patent/WO2010088929A1/en active Application Filing
- 2009-06-23 MY MYPI2011003640A patent/MY159948A/en unknown
- 2009-06-23 CA CA2751809A patent/CA2751809C/en not_active Expired - Fee Related
- 2009-06-23 MX MX2011008259A patent/MX2011008259A/en unknown
- 2009-06-23 US US13/147,701 patent/US8790043B2/en not_active Expired - Fee Related
- 2009-06-23 EP EP09776807.1A patent/EP2393993B1/en not_active Not-in-force
- 2009-06-23 AU AU2009339390A patent/AU2009339390B2/en not_active Ceased
Non-Patent Citations (1)
Title |
---|
See references of WO2010088929A1 * |
Also Published As
Publication number | Publication date |
---|---|
AU2009339390A1 (en) | 2011-09-22 |
AU2009339390B2 (en) | 2015-09-17 |
US8790043B2 (en) | 2014-07-29 |
DE102009007931A1 (en) | 2010-08-12 |
PL2393993T3 (en) | 2017-08-31 |
US20120020743A1 (en) | 2012-01-26 |
MX2011008259A (en) | 2011-11-18 |
MY159948A (en) | 2017-02-15 |
WO2010088929A1 (en) | 2010-08-12 |
EP2393993B1 (en) | 2017-03-15 |
CA2751809C (en) | 2014-01-21 |
CA2751809A1 (en) | 2010-08-12 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
DE69628182T2 (en) | CELL-shaped LIMIT STRUCTURE | |
CH656664A5 (en) | RAILWAY SEALING FILM. | |
EP3128103B1 (en) | Decoupling mat | |
EP0039372B1 (en) | Shaped brick for a talus | |
DE202009001255U1 (en) | Layer composite as a carrier for ceramic, stone or similar coverings | |
EP2393993B1 (en) | Foundation for buildings | |
DE102006052286B4 (en) | floor grilles | |
EP2294263A1 (en) | Stationary layered floodwater protection | |
EP1123447B1 (en) | Foundation work erected on a soil with inferior stability | |
EP3375935B1 (en) | Underlaid stone paving | |
EP1083269B1 (en) | Aid for laying covering plates in a raised or ventilated position | |
EP3346058A1 (en) | Gabion wall module and method for producing a gabion wall with at least one gabion wall module | |
EP0430141B1 (en) | Thermal and acustical insulation sheet capable of being rolled up | |
DE202011000496U1 (en) | Web or plate-shaped drainage element | |
DE202005018509U1 (en) | Fence has mesh grids supported on posts to define interspace filled with bulk loose materials such as natural stones | |
EP2363532A1 (en) | Plant trough as stackable module | |
AT360574B (en) | SUPPORT AND LINING WALL | |
DE3801445A1 (en) | Surface-elastic floor element | |
AT503489B1 (en) | COMPONENT | |
DE202008007390U1 (en) | Layer composite as a carrier for ceramic, stone or similar coverings | |
EP1557498B1 (en) | Concrete prefabricated block for retaining walls with geogrid retention | |
EP0034565A1 (en) | Wall built up with elements | |
DE102004019395A1 (en) | Drainage system for incorporating into ground layers has a stack of corrugated plastic sheets with vertical stabilising rods to form a load supporting structure | |
DE19938676A1 (en) | Sound protection wall, in particular, for driveways comprises a frame which is attached to foundation and supports noise protection plates held against the frame | |
AT510975B1 (en) | DEVICE FOR ATTACHING PLANTED FLOOR SURFACES |
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: 20110816 |
|
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 TR |
|
DAX | Request for extension of the european patent (deleted) | ||
17Q | First examination report despatched |
Effective date: 20150428 |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
INTG | Intention to grant announced |
Effective date: 20161004 |
|
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 TR |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH |
|
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: AT Ref legal event code: REF Ref document number: 875718 Country of ref document: AT Kind code of ref document: T Effective date: 20170415 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 502009013761 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 9 |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: FP |
|
REG | Reference to a national code |
Ref country code: LT Ref legal event code: MG4D |
|
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: 20170615 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: 20170315 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: 20170616 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: 20170315 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20170315 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: 20170315 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: 20170615 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: PL Payment date: 20170619 Year of fee payment: 9 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: EE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170315 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: 20170315 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: 20170315 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: 20170315 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: 20170315 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: 20170315 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20170715 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: 20170717 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 502009013761 Country of ref document: DE |
|
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: 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: 20170315 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: 20170315 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
26N | No opposition filed |
Effective date: 20171218 |
|
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: 20170315 |
|
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: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20170630 Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20170623 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20170630 Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20170623 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 10 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FI Payment date: 20180612 Year of fee payment: 10 |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MM01 Ref document number: 875718 Country of ref document: AT Kind code of ref document: T Effective date: 20170623 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NL Payment date: 20171130 Year of fee payment: 11 |
|
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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170315 |
|
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: 20170623 |
|
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; INVALID AB INITIO Effective date: 20090623 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 20190604 Year of fee payment: 11 |
|
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 NON-PAYMENT OF DUE FEES Effective date: 20170315 |
|
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: 20170315 Ref country code: PL Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180623 |
|
REG | Reference to a national code |
Ref country code: FI Ref legal event code: MAE |
|
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 NON-PAYMENT OF DUE FEES Effective date: 20190623 |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: MM Effective date: 20190701 |
|
REG | Reference to a national code |
Ref country code: BE Ref legal event code: MM Effective date: 20190630 |
|
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: 20170315 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20190701 |
|
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: 20190630 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20200630 Year of fee payment: 12 |
|
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: 20200630 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 502009013761 Country of ref document: DE |
|
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: 20220101 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20220412 Year of fee payment: 14 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20230623 |