EP1239081B1 - Elément de revêtement de sol pour former un caniveau de drainage - Google Patents

Elément de revêtement de sol pour former un caniveau de drainage Download PDF

Info

Publication number
EP1239081B1
EP1239081B1 EP02004161A EP02004161A EP1239081B1 EP 1239081 B1 EP1239081 B1 EP 1239081B1 EP 02004161 A EP02004161 A EP 02004161A EP 02004161 A EP02004161 A EP 02004161A EP 1239081 B1 EP1239081 B1 EP 1239081B1
Authority
EP
European Patent Office
Prior art keywords
section
covering element
surface covering
channel portion
element according
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.)
Expired - Lifetime
Application number
EP02004161A
Other languages
German (de)
English (en)
Other versions
EP1239081A3 (fr
EP1239081A2 (fr
Inventor
Michael Schmitz
Andreas Drost
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Uni-International Bausysteme & Co KG GmbH
Original Assignee
Uni-International Bausysteme & Co KG GmbH
Uni Int Bausysteme & Co GmbH
Uni-International Bausysteme & Co KG GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Uni-International Bausysteme & Co KG GmbH, Uni Int Bausysteme & Co GmbH, Uni-International Bausysteme & Co KG GmbH filed Critical Uni-International Bausysteme & Co KG GmbH
Publication of EP1239081A2 publication Critical patent/EP1239081A2/fr
Publication of EP1239081A3 publication Critical patent/EP1239081A3/fr
Application granted granted Critical
Publication of EP1239081B1 publication Critical patent/EP1239081B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224—Surface drainage of streets
    • E01C11/227—Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
    • E01C11/229—Shallow gutters, i.e. gutters forming a minor pothole

Definitions

  • the invention relates to a flooring element for formation a gutter according to the preamble of claim 1, with a top, a bottom and several side surfaces, with a first channel section on the top with an initial cross section and with it identical end cross section is formed.
  • a drain or floor channel on the side of the road or on paved paths or Places are from DE 85 33 167 U1 special flooring elements and in particular flooring slabs made of concrete, natural or artificial stone known, the top of a groove-like have formed channel section, which on a side edge with an initial cross section and at another Side edge with an identical end cross section opens. Multiple flooring tiles can be used to form a floor channel with their gutter sections put together due to the identity of the initial and final cross-sections a smooth transition between the individual Channel sections is guaranteed.
  • the floor covering plate shown in DE 85 33 167 U1 formed a recess, the use of which in the DE 85 33 167 U1 is not specified.
  • the invention has for its object a flooring element to create the kind with which the training a non-rectilinear gutter is.
  • this task is carried out in the case of a floor covering element Art solved according to the invention in that on the bottom a second channel section with an initial cross section and an end cross section is formed, wherein the initial cross-section and / or the final cross-section of the second channel section equal to the start and the end cross section of the first channel section is being, the course of the first channel section, i.e. the geometric shape of the channel section especially under supervision, different from that The course of the second channel section is.
  • the user of the flooring element can decide whether he does this with the first channel section or the installs the second channel section in the floor channel to be formed. In this way there are a variety of design options given that the formation of non-linear, for example curved or branching gutters facilitated.
  • one of the channel sections is and in particular the upper first channel section is straight with an im essentially constant cross section.
  • Such a designed first channel section can then in a conventional Way to make a straight, continuous Gutter can be used.
  • the underside second Channel section is designed as a special shape and can for example with a substantially constant cross section run sinusoidally or to form a Redirection of the course of the floor channel continuously curved in one direction his.
  • a cross-sectional constriction serving as a throttle or also a barrier serving as a retaining element or sieve his.
  • the first initial cross-section and the first final cross-section of the first Channel sections are identical in a known manner.
  • the second initial cross section preferably also has an identical shape and the second end cross section of the second channel section, so that always a continuous, stepless Transition between the channel sections laid together Flooring elements are given regardless of which one of the two gutter sections used to form the bottom gutter becomes.
  • this is a branch point with at least one side arm.
  • the side arm serves to form an inlet or outlet of the floor channel or also, two gutters to a common gutter merge.
  • the side arm opens on a side edge of the flooring element with a final cross section that is preferably the same the first start and the first end cross section of the first channel section is. Because in this case all start and end cross sections are identical, the training is again of continuous, smooth transitions between the gutter sections of adjacent flooring elements ensured. It is preferably provided that the Sidearm extends at an angle ranging from 45 ° to 90 ° and in particular perpendicular to the second channel section extends, which in this case be rectilinear can.
  • a flow guide device in which it is a hydraulic obstacle, for example can, which is integrally formed on the flooring element is.
  • the hydraulic obstacle can serve to divide the flow in the desired manner or Merge partial flows and excessive if necessary To prevent flow turbulence. This is particularly so possible if the hydraulic obstacle on the side of the second channel section facing away from the side arm is arranged.
  • the hydraulic obstacle serve to be carried in the water flow Foreign objects, for example an empty beverage can or to hold the bottle back, which is helpful if the hydraulic Obstacle arranged in the middle of the second channel section is.
  • the floor covering element is preferably made as a finished part Concrete, but it can also be made from natural stone, Artificial stone or plastic. In particular it should be plate-shaped with an essentially rectangular Floor plan, alternative floor plans, for example, are a trapezoidal floor plan also possible.
  • a floor covering element 10 shown in FIGS. 1 and 2 for forming a floor channel has an essentially cuboid shape with a rectangular outline and has an upper side 11, a lower side 12 and four vertical side surfaces, of which only three side surfaces 13, 14, 15 are visible.
  • the floor covering element 10 is a prefabricated prefabricated concrete part and has on its upper side a first channel section 16 which extends in a straight line from the front end face 13 to the opposite rear end face 15 and has a cross section which is constant over its entire length.
  • the first channel section 16 has a first initial cross section Q 1A on the front end face 13 and opens out on the opposite rear end face 15 with an identical first end cross section Q 1E .
  • the cross section of the first channel section 16 is shown in FIG 15A explained in detail. As shown there takes the cross section of the first channel section 16 substantially the middle half of the width of the flooring element 10 a. Those remaining next to the first channel section 16 Areas 11a of the top 11 of the flooring element 10 extend substantially horizontally. On the inside close steeply, i.e. to the Middle of the flooring element 10 falling flanks F, which in slightly inclined downwards towards the middle of the 1st channel section 16 Pass over floor sections B.
  • the cross section of the first Channel section 16 is symmetrical to the vertical, in Longitudinal center plane of the flooring element, so that the lowest point of the cross section in the Middle level lies.
  • FIG. 15B shows a modification of the cross section according to FIG. 15A and differs from it only in that the areas running next to the first channel section 16 11a of the top 11 of the flooring element 10 itself not horizontally, but to the first channel section 16 Extend slightly inclined, causing the flooring element 10 rainwater strikes the first Channel section 16 is supplied.
  • FIG. 15C Another alternative cross-sectional design is shown in FIG. 15C, the actual first channel section 16 having a V-shaped cross section with sloping bottom sections B. and which lie laterally next to the first channel section 16 Areas 11a of the top 11 of the flooring element are inclined downward towards the first channel section 16 and go directly into the bottom sections B.
  • the floor covering element 10 has a second channel section 17 on the underside 12, which comprises a straight main arm 17a and a side arm 19 which branches off from the main arm 17a at a branching point 18.
  • the main arm 17a extends in a straight line between the front end face 13 and the opposite rear end face 15 and has a constant cross section which corresponds to the cross section of the first channel section 16 on the top side 11 of the floor covering element 10.
  • the second gutter section 17 is equipped with a second initial cross section Q 2A and a second end cross section Q 1E , which are identical to the first initial cross section Q 1A and the second end cross section Q 1E of the first gutter section 16.
  • the side arm 19 which extends essentially perpendicular to the main arm 17a and opens on the side surface 14 with a cross section Q 2S , which is identical to the cross sections Q 2A and Q 2E of the main arm 17a and thus also identical to the cross sections Q 1A and Q 1E of the first channel section 16.
  • a cross section Q 2S which is identical to the cross sections Q 2A and Q 2E of the main arm 17a and thus also identical to the cross sections Q 1A and Q 1E of the first channel section 16.
  • the floor covering element is installed in the orientation shown in FIG. 2, rotated by 180 ° about a horizontal axis in relation to the orientation according to FIG. 1, in which the underside 12 points upward. Due to the cross-sectional identity, the main arm 17a of the second channel section can be continuously and continuously connected to a first channel section 16 of an adjacent floor covering element. Since the end cross section Q 2S of the side arm 19 is identical to the other cross sections, a similar floor covering element can be connected with its upper first channel section 16 or its lower second channel section 17 to continue the side arm 19.
  • FIG. 3 shows an alternative embodiment of the second channel section 17 on the underside, which differs from the second channel section 17 according to FIG. 2 only in that the side arm 19 extends at an angle of approximately 60 ° to the longitudinal extension of the main arm 17a.
  • the final cross section Q 2S of the side arm 17 is identical to the other cross sections of the two channel sections 16 and 17.
  • the upper side of the floor covering element 10 according to FIG. 3 has the configuration shown and explained in FIG. 1.
  • Fig. 4 shows a first development of the flooring element 10 according to FIGS. 1 and 2.
  • the in Fig. 4 shown underside 12 has according to FIG. 2 a second channel section 17 with a main arm 17a and a side arm 19 branching off at a right angle therefrom.
  • a flow guide device in the form of a hydraulic obstacle 20 arranged in the branching point 18 of the second channel section 17 .
  • the hydraulic Obstacle protrudes from the flank facing away from the side arm 19 to the center of the main arm 17a in the flow cross section and has an essentially triangular plan, the tip of which faces the side arm 19 and in is substantially in the middle of the main arm 17a.
  • the hydraulic Obstacle 20 causes part of the water; that flows along the main arm 17a to the hydraulic one Obstacle 20 bounces and from this towards the side arm 19 is distracted.
  • the top of the hydraulic Obstacle 20 is formed in the shape of a truncated tetrahedron, wherein the hydraulic obstacle is not above the surface the underside 12 of the flooring element protrudes.
  • Fig. 5 shows an alternative embodiment of the hydraulic Obstacle 20, the two integrally molded guide ribs 21 and 22 includes.
  • the guide rib 21 extends starting from the foot area of the side arm 19 continuously curved to the right as seen from the side arm 19 Section of the main arm 17a and ends there near or in close to the flank facing away from the side arm 19 the cross section of the main arm 17a.
  • the other guide rib extends from the side arm 19 to the opposite Section of the main arm 17a in a corresponding mirror image Orientation.
  • Between the two guide ribs 21 and 22 is on the bottom surface facing away from the side arm 19 B of the main arm 17a is an upward protruding one Locking element 23 integrally formed that in the illustrated embodiment has the shape of a hemisphere.
  • FIG. 7 and 8 show alternative configurations of the underside second channel section 17. Connects according to FIG. 7 the second channel section 17, the front face 13 with the rear end face 15, the second channel section 17, however not straight, but sinusoidal, which can result in a calming of the flow.
  • the second channel section 17 runs in a unidirectional manner continuously curved over an angle of approx. 90 ° and connects the rear face 15 with the perpendicular to it, adjacent side surface 14.
  • FIGS. 9 and 10 show a modification of the floor covering element 10 according to FIGS. 1 and 2 with regard to its floor plan. 1 and 2, the floor covering element 10 is provided with a rectangular floor plan, FIGS. 9 and 10 now show a floor covering element with a trapezoidal floor plan, with the longer base side of the trapezoidal floor plan on the side according to FIG. 9 of the end cross section Q 2S of the side arm 19, while in the embodiment according to FIG. 10 the longer base side of the trapezoidal cross section is formed on the side of the floor covering element 10 facing away from the side arm 19.
  • the floor covering elements according to FIGS. 9 and 10 correspond to the configuration explained with reference to FIGS. 1 and 2.
  • FIG. 11 and 12 show a further possible modification the underside of the second channel section. While according to FIG. 2 the side channel 19 in the middle of the main arm 17a thereof branches, is now provided instead according to FIG. 11, the side arm 19 at the end of the main arm 17a thereof to branch off, being on the bottom 12 of the Floor covering element 10 only half the cross section 19 * of Side arm 19 is formed while the other half 19 * of the cross-section of the side arm in one shaped adjacent flooring element 10 is formed is as shown in FIG.
  • the side arm 19 thus arises only when the two flooring elements 11 and 12 with their partial cross-section of the side arm 19 having sides placed against one another become.
  • the flooring elements on their end faces each be provided with engagement elements that with corresponding engagement elements of the adjacent flooring elements engage.
  • 13 are on the opposite end faces of the flooring element molded on four spaced projections 24, the projections 24 on the front face relative to the projections 24 on the rear face are offset in the transverse direction. Between the individual projections 24 are not shown recordings complementary Cross-sectional shape formed so that the projections 24th on the face of a flooring element in the Recordings on the front of the adjacent one Can engage flooring element.
  • 15D shows the cross section of the second, channel section 17 of the flooring element 10 according to FIGS. 1 and 2.
  • the side arm runs 19 with its lower sole line 19a essentially horizontal and opens exactly in the bottom line of the main arm 17a.
  • the side arm 19 with its sole line 19a towards the bottom line of the main arm 17 also slightly be inclined downward, as shown in FIG. 15E, or in the direction slightly increase the bottom line of the main arm 17a as shown in 15F is shown.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Floor Finish (AREA)
  • Road Paving Structures (AREA)
  • Duct Arrangements (AREA)
  • Time-Division Multiplex Systems (AREA)

Claims (15)

  1. Elément de revêtement de sol pour former un caniveau, comprenant une face supérieure (11), une face inférieure (12) et plusieurs faces latérales (13,14,15), une première partie de caniveau (16) présentant une section initiale (Q1A) et une section d'extrémité (Q1E) identique à celle-ci étant formée sur la face supérieure (11), caractérisé en ce qu'une deuxième partie de caniveau (17) présentant une section initiale (Q2A) et une section d'extrémité (Q2E) est formée sur la face inférieure (12), la section initiale (Q2A) et/ou la section d'extrémité (Q2E) de la deuxième partie de caniveau (17) étant identique à la section initiale et d'extrémité (Q1A, Q1E) de la première partie de caniveau (16), et l'extension de la première partie de caniveau (16) étant différente de l'extension de la deuxième partie de caniveau (17).
  2. Elément de revêtement de sol selon la revendication 1, caractérisé en ce que la première partie de caniveau (16) s'étend en ligne droite.
  3. Elément de revêtement de sol selon la revendication 1 ou 2, caractérisé en ce que la deuxième partie de caniveau (17) s'étend sous forme sinusoïdale.
  4. Elément de revêtement de sol selon la revendication 1 ou 2, caractérisé en ce que la deuxième partie de caniveau (17) s'étend continûment incurvée dans un seul sens.
  5. Elément de revêtement de sol selon l'une quelconque des revendications 1 à 4, caractérisé en ce que la deuxième partie de caniveau (17) présente une zone d'embranchement (18) comportant au moins un bras latéral (19).
  6. Elément de revêtement de sol selon la revendication 5, caractérisé en ce que le bras latéral (19) présente une section d'extrémité (Q2S) égale à la section initiale et d'extrémité (Q1A, Q1E) de la première partie de caniveau (16).
  7. Elément de revêtement de sol selon la revendication 5 ou 6, caractérisé en ce que le bras latéral (19) s'étend selon un angle compris entre 45° et 90° par rapport au segment de caniveau (17).
  8. Elément de revêtement de sol selon la revendication 7, caractérisé en ce que le bras latéral (19) s'étend sensiblement perpendiculaire à la deuxième partie de caniveau (17).
  9. Elément de revêtement de sol selon l'une quelconque des revendications 5 à 8, caractérisé en ce qu'un dispositif de guidage de flux est disposé dans la deuxième partie de caniveau (17) au niveau de la zone d'embranchement (18).
  10. Elément de revêtement de sol selon la revendication 9, caractérisé en ce que le dispositif de guidage de flux est constitué par un obstacle hydraulique (20).
  11. Elément de revêtement de sol selon la revendication 10, caractérisé en ce que l'obstacle hydraulique (20) est disposé sur la face opposée au bras latéral (19) de la deuxième partie de caniveau (17).
  12. Elément de revêtement de sol selon la revendication 10, caractérisé en ce que l'obstacle hydraulique (20) est disposé centralement dans la deuxième partie de caniveau (17).
  13. Elément de revêtement de sol selon l'une quelconque des revendications 1 à 12, caractérisé en ce qu'il présente un tracé au sol rectangulaire.
  14. Elément de revêtement de sol selon l'une quelconque des revendications 1 à 12, caractérisé en ce qu'il présente un tracé au sol en forme de trapèze.
  15. Elément de revêtement de sol selon l'une quelconque des revendications 1 à 14, caractérisé en ce qu'il est en béton.
EP02004161A 2001-03-07 2002-02-26 Elément de revêtement de sol pour former un caniveau de drainage Expired - Lifetime EP1239081B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10110766 2001-03-07
DE10110766A DE10110766A1 (de) 2001-03-07 2001-03-07 Bodenbelagelement zur Bildung einer Bodenrinne

Publications (3)

Publication Number Publication Date
EP1239081A2 EP1239081A2 (fr) 2002-09-11
EP1239081A3 EP1239081A3 (fr) 2003-08-06
EP1239081B1 true EP1239081B1 (fr) 2004-09-29

Family

ID=7676489

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02004161A Expired - Lifetime EP1239081B1 (fr) 2001-03-07 2002-02-26 Elément de revêtement de sol pour former un caniveau de drainage

Country Status (6)

Country Link
EP (1) EP1239081B1 (fr)
AT (1) ATE278068T1 (fr)
DE (2) DE10110766A1 (fr)
DK (1) DK1239081T3 (fr)
ES (1) ES2230407T3 (fr)
PT (1) PT1239081E (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2262437B2 (es) * 2005-05-13 2007-06-16 Universidad Politecnica De Madrid Prefabricado modular para el drenaje superficial en caminos de tierra.
DE202006016026U1 (de) * 2006-08-25 2007-02-22 Kronimus Ag Rinnensteinsystem
DE102009016351A1 (de) * 2009-04-07 2010-10-14 Kronimus Ag Steinsystem für den Straßen- und/oder Wegebau
DE102011000639A1 (de) * 2011-02-10 2012-08-16 Aicheler & Braun Gmbh Randstein und Verfahren zur Herstellung einer Randsteinanordnung

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8533167U1 (de) * 1985-11-26 1986-01-09 Mast, Peter, 7580 Bühl Pflasterplatte zur Verlegung von Abflußrinnen
US4780433A (en) * 1986-10-30 1988-10-25 Keller Jr Fred Insulating ceramic building material and method with fired clay and garbage mixture
DE9205884U1 (de) * 1992-05-06 1992-07-02 Jakobs, Reimund, 6646 Losheim Bauplattensatz
DE4428482C2 (de) * 1994-08-11 1997-08-28 Heinrich Klostermann Gmbh & Co Rinnenstein

Also Published As

Publication number Publication date
EP1239081A3 (fr) 2003-08-06
ES2230407T3 (es) 2005-05-01
DE10110766A1 (de) 2002-09-19
PT1239081E (pt) 2005-01-31
DK1239081T3 (da) 2005-02-07
DE50201128D1 (de) 2004-11-04
EP1239081A2 (fr) 2002-09-11
ATE278068T1 (de) 2004-10-15

Similar Documents

Publication Publication Date Title
DE3825446A1 (de) Fahrspur-, gehwegs- oder baustellenbegrenzungselement
EP1239081B1 (fr) Elément de revêtement de sol pour former un caniveau de drainage
EP1903146B1 (fr) Elément conducteur doté d'une face supérieure ayant une structure pouvant être lue et connecteur ainsi fabriqué d'une voie sur une route piétonne ou une piste cyclable
DE2632660A1 (de) Steinboden aus einzelnen kunststeinen, insbesondere betonverbundsteinen
DE2638905A1 (de) Belagplatte
EP1088941B1 (fr) Caniveau et élément de caniveau pour celui-ci
DE29614953U1 (de) Pflasterstein
DE4221900A1 (de) Kunststeinelement
DE19707689C1 (de) Kabelbrücke
EP0835345A1 (fr) Elements de construction realises a partir de pieces moulees en beton pour elements de recouvrement du sol
EP1293607A2 (fr) Elément de revêtement de sol pour former un caniveau de drainage
DE19733286A1 (de) Bodenplatte, insbesondere Pflasterstein sowie Kunstraseneinsatz für eine solche Bodenplatte
DE19704425C2 (de) Kunststeinelement
DE102006040692A1 (de) Bausatz zur Begrenzung von Beeten, Grünflächen, Wegen oder sontigen Flächen mittels Begrenzungssteinen
DE29609135U1 (de) Traufeneindeckungsplatte und Dachaufbau hiermit
WO2002025033A1 (fr) Pierre pour marche d'escalier et escalier obtenu avec ce type de marche en pierre
DE3148779C2 (de) Formsteinverband, insbesondere zur Pflasterung von Wegen
EP0898029A2 (fr) Couverture circulable pour un toit plat ou une terrasse
DE19529378A1 (de) Formstein, insbesondere aus Beton
DE202014104380U1 (de) Zaunsystem
EP1194650A1 (fr) Element de revetement de sol et revetement de sol obtenu a partir dudit element
DE102020134997A1 (de) Bauwerkskonstruktion
DE3511067A1 (de) Verbundstein
EP1632605A1 (fr) Caniveau d'écoulement, corps de canal et leur assemblage
DE10258675A1 (de) Stein für Übergänge

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: A2

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

AX Request for extension of the european patent

Free format text: AL;LT;LV;MK;RO;SI

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

AX Request for extension of the european patent

Extension state: AL LT LV MK RO SI

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: UNI-INTERNATIONAL BAUSYSTEME GMBH & CO. KG

17P Request for examination filed

Effective date: 20031018

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

AKX Designation fees paid

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

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 CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

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: 20040929

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: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: GERMAN

REF Corresponds to:

Ref document number: 50201128

Country of ref document: DE

Date of ref document: 20041104

Kind code of ref document: P

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

Ref country code: GR

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

Effective date: 20041229

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)

Effective date: 20041220

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: TROESCH SCHEIDEGGER WERNER AG

REG Reference to a national code

Ref country code: PT

Ref legal event code: SC4A

Effective date: 20041213

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

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: 20050226

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

Ref country code: MC

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

Effective date: 20050228

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2230407

Country of ref document: ES

Kind code of ref document: T3

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

ET Fr: translation filed
26N No opposition filed

Effective date: 20050630

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

Ref country code: GB

Payment date: 20070104

Year of fee payment: 6

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

Ref country code: NL

Payment date: 20070215

Year of fee payment: 6

Ref country code: PT

Payment date: 20070215

Year of fee payment: 6

Ref country code: SE

Payment date: 20070215

Year of fee payment: 6

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

Ref country code: IE

Payment date: 20070221

Year of fee payment: 6

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

Ref country code: DK

Payment date: 20070222

Year of fee payment: 6

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

Ref country code: ES

Payment date: 20070226

Year of fee payment: 6

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

Ref country code: LU

Payment date: 20070227

Year of fee payment: 6

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

Ref country code: BE

Payment date: 20070301

Year of fee payment: 6

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

Ref country code: TR

Payment date: 20070212

Year of fee payment: 6

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

Ref country code: IT

Payment date: 20070531

Year of fee payment: 6

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

Ref country code: FR

Payment date: 20070227

Year of fee payment: 6

BERE Be: lapsed

Owner name: *UNI-INTERNATIONAL BAUSYSTEME G.M.B.H. & CO. K.G.

Effective date: 20080228

REG Reference to a national code

Ref country code: PT

Ref legal event code: MM4A

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

Effective date: 20080826

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

EUG Se: european patent has lapsed
GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20080226

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 NON-PAYMENT OF DUE FEES

Effective date: 20080826

NLV4 Nl: lapsed or anulled due to non-payment of the annual fee

Effective date: 20080901

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: NL

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

Effective date: 20080901

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20081031

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 NON-PAYMENT OF DUE FEES

Effective date: 20080227

Ref country code: IE

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

Effective date: 20080226

Ref country code: DK

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

Effective date: 20080229

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: 20080228

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: 20080229

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20080227

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: 20080226

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

Ref country code: ES

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

Effective date: 20080227

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

Ref country code: IT

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

Effective date: 20080226

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

Ref country code: AT

Payment date: 20090814

Year of fee payment: 8

Ref country code: CH

Payment date: 20090824

Year of fee payment: 8

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: 20080226

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: CH

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

Effective date: 20100228

Ref country code: LI

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

Effective date: 20100228

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: 20100226

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

Ref country code: DE

Payment date: 20110218

Year of fee payment: 10

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 NON-PAYMENT OF DUE FEES

Effective date: 20100929

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 50201128

Country of ref document: DE

Effective date: 20120901

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 NON-PAYMENT OF DUE FEES

Effective date: 20080226

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: 20120901