EP1399627B1 - Drainage channel base, especially from polymer concrete - Google Patents
Drainage channel base, especially from polymer concrete Download PDFInfo
- Publication number
- EP1399627B1 EP1399627B1 EP02751068A EP02751068A EP1399627B1 EP 1399627 B1 EP1399627 B1 EP 1399627B1 EP 02751068 A EP02751068 A EP 02751068A EP 02751068 A EP02751068 A EP 02751068A EP 1399627 B1 EP1399627 B1 EP 1399627B1
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- EP
- European Patent Office
- Prior art keywords
- channel
- groove
- shaped
- leg
- drainage
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
- E03F3/046—Open sewage channels
Definitions
- the invention is directed to a drainage channel body, in particular made of polymer concrete, as a box gutter or slot channel with optional built-in sole slope in the gutter insole as part of a drainage system, as defined in the preamble of claim 1.
- a drainage gutter body is for example from the US-A-5653553 known.
- Such drainage gutters are available in different design, just as an example here on the DE-84 35 101-U1 . DE-35 15 917-A1 . DE-40 07 296-C2 . DE-44 36 460-A1 or the European patent applications 0 112 287 . 0 380 901 or 0 758 038 directed. It is also known to assemble such channels to the entire drainage system, wherein the user channel segments or gutter sections are provided with built-in slope.
- the assembly usually at the highest Number starts, which at the same time means the deepest point of the gutter section back to the smallest number, for example starting from gutter no. 9, back no. 8 to no. 9, no. 7 to no.
- a disadvantage of the known solutions is u.a. in that an installation of the channel elements in a strand with varying degrees of deflection encounters problems, especially at the middle high point layers of the strand, since there collide channel segments whose frontal training can not be coupled together.
- the object of the invention is to provide a front side design of such gutter sections, which allows both coupling and accurate alignment of the gutter pieces, but at the same time avoids pushing together on already applied in-situ concrete or a suitably prepared surface, that makes insertion from above possible despite alignment.
- the groove is larger in its longitudinal extension than the web to be inserted, it is possible to arrange a new piece of gutter to be laid first above the prepared bearing surface, e.g. above the in-situ concrete, bring to the already laid piece, push together the groove and the spring and then lower the gutter element, and guided in the respective groove by engagement of the somewhat shorter spring, which thus makes the reduction possible.
- Each of the two end-side ends may have a corresponding half-groove or cut-out in the region of the gutter inside, such that upon assembly of two gutter bodies a substantially U-shaped groove is created for introducing a sealant.
- the height of the niche-shaped engagement recess is greater than the extension of the engagement cam in the vertical, such that the insertion and lowering movement, as described above, is also made possible here, i. the channel body to be newly installed can first be inserted or pushed in above the support surface in the already laid channel body and then lowered to its position.
- the support cams are also designed in niches of the front sides to form predetermined breaking points outwardly projecting, ie they can for example by a simple Breaking open with a hammer will break off and then no longer interfere with an assembly of two identically shaped end faces in the upper or lower gutter vertex.
- 1 generally designates the drainage gutter body according to the invention, wherein the complete representation of a gutter body has been omitted here, since according to the invention substantially depends on the formation of the end faces and thereby resulting in jointing joint area.
- Fig. 1 to 4 has each designated 2 end face of the cross-sectionally U-shaped channel body 1 in a U-leg 2a an outwardly projecting web 3, in the other U-leg 2b a groove 4, such that the web 3 and an end face of a channel body 1 can engage in the groove 4 of the neighboring gutter body 1a.
- Fig. 4 shows, the longitudinal extent of the groove 4 in particular upwards longer than the longitudinal extent of the web 3, so that it is possible after laying a gutter body 1, the adjacent gutter body 1a initially on the support surface to frontally couple and then lower, so that the web 3 in the groove 4a of the adjacent body can engage, while the web 3a of the adjacent body engage in the groove 4 of the already laid gutter element and can be lowered therein.
- Fig. 5 to 8 show a modified design of a drainage channel body, here are the elements 1 to 4 denoted by 11 to 14.
- the above-described Einhubterrorism can be performed in the end faces also in this embodiment. If the adjacent channel body is initially brought to the front side in a slightly raised position over, for example, in-situ concrete, the cam 8 can engage in the niche 7 at the top. Then, when the channel element is lowered, contact the bearing surfaces 6 and 9, as in Fig. 9 is indicated.
- Fig. 7 shows, an assembly frontally identical gutter body about the high point of a gutter strand with changing direction of deflection is easily possible, since the outwardly, the joint surface outstanding cam 8 can be canceled by an impact by means of a hammer, the residual stumps, in Fig. 7 denoted at one point with 8a, then come back so far behind the frontal surface that a joining is easily possible.
- each channel body 1 and 11 on the front side of the contour of the groove following half groove 10 and 10a, such that when pushing together two channel body 1 and 1a results in a U-shaped full groove with sealing material 15 can be filled in what is Fig. 2 is indicated.
- the described embodiments of the invention are still to be varied in many respects within the scope of the following claims without departing from the spirit.
- the position of the niche-shaped engagement recesses or the niches with the cams can be moved closer to the groove 14 or to the web 13 or in such a way that these elements merge into one another. like. More.
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- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Sewage (AREA)
- Tires In General (AREA)
- Addition Polymer Or Copolymer, Post-Treatments, Or Chemical Modifications (AREA)
- Orthopedics, Nursing, And Contraception (AREA)
- Compositions Of Macromolecular Compounds (AREA)
- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
Description
Die Erfindung richtet sich auf einen Drainage-Rinnenkörper, insbesondere aus Polymerbeton, als Kastenrinne oder Schlitzrinne mit wahlweise eingebautem Sohlengefälle in der Rinneninnensohle als Teilelement eines Drainagesystemes, wie im Oberbegriff vom Anspruch 1 definiert wird. Ein solcher Drainage-Rinnen-körper ist z.B. aus der
Derartige Drainage-Rinnenkörper gibt es in unterschiedlicher Gestaltung, lediglich als Beispiel sei hier auf die
Beim Verlegen beginnt man also am Abfluß und arbeitet sich dann "stromaufwärts" weiter. Wird diese Technik angewandt, ist es möglich, zunächst z.B. auf einem Ortbeton ein Rinnenstück zu setzen, das dann auf der Stirnseite mit einer eingeformten vorspringenden Auflagehalbnut ausgerüstet ist. Die nachfolgende Rinne kann von oben mit ihrem entsprechenden Vorsprung eingesetzt werden. Es gibt aber auch Halbrinnen, die rechts und links außen Anschlußöffnungen über Sollbruchstellen aufweisen, wobei in diesen Bereichen auch entsprechende Halbnuten vorgesehen sind, um rechtwinklig verlaufende Zuläufe zum Rinnensystem zu ermöglichen.When laying, so you start at the drain and then works "upstream" on. If this technique is used, it is possible to first set, for example on an in-situ concrete, a gutter piece, which is then equipped on the front side with a molded projecting Auflagehalbnut. The following channel can be inserted from above with its corresponding projection. But there are also half pipes, the right and left outside connection openings over predetermined breaking points have, wherein in these areas also corresponding half-grooves are provided to allow for right-angled runs to the gutter system.
Ein Nachteil der bekannten Lösungen besteht u.a. darin, daß ein Verlegen der Rinnenelemente in einem Strang mit wechselnden Gefällerichtungen auf Probleme stößt, insbesondere an den mittleren Hochpunktlagen des Stranges, da dort Rinnensegmente zusammenstoßen, deren stirnseitige Ausbildung nicht miteinander koppelbar ist.A disadvantage of the known solutions is u.a. in that an installation of the channel elements in a strand with varying degrees of deflection encounters problems, especially at the middle high point layers of the strand, since there collide channel segments whose frontal training can not be coupled together.
Da hierbei Teile des Rinnenstranges entgegen der zugedachten Einbaurichtung verlegt werden, entsteht hier eine Erschwernis beim Einbau.Since parts of the gutter line are laid in the opposite direction to the intended direction of installation, this results in a more difficult installation.
Darüber hinaus ist es bekannt, in einer Stirnwandseite ein Loch und in der korrespondierenden einen Zapfen vorzusehen, um das Ausfluchten der Rinnenstücke beim Verlegen zu erleichtern, die beiden Elemente können dann ineinander eingeschoben werden. Ein Nachteil besteht allerdings darin, daß bei neu zu verlegenden Rinnenstücken das neue Stück auf das bereits verlegte Stück zugeschoben werden muß, so daß sich beim Zusammenschieben in der Fugenebene Material anhäufen kann, derart, daß die Trennfuge nicht mehr zum Schließen gebracht werden kann, ein besonderes Problem bildet sich bei der Verlegung auf frischem Ortbeton.Moreover, it is known to provide a hole in one end wall side and a corresponding pin in the corresponding, in order to facilitate the alignment of the gutter pieces during installation, the two elements can then be inserted into each other. A disadvantage, however, is that in new to be laid gutter pieces, the new piece must be pushed onto the already laid piece, so that when pushed together in the joint plane material can accumulate, such that the parting line can not be brought to close, a particular problem arises when laying on fresh cast-in-situ concrete.
Aufgabe der Erfindung ist die Schaffung einer Stirnseitengestaltung derartiger Rinnenteilstücke, die sowohl ein Koppeln und ein genaues Fluchten der Rinnenstücke ermöglicht, gleichzeitig aber auch das Zusammenschieben auf bereits aufgebrachtem Ortbeton oder einer entsprechend vorbereiteten Oberfläche vermeidet, d.h. trotz Fluchten ein Einsetzen von oben möglich macht.The object of the invention is to provide a front side design of such gutter sections, which allows both coupling and accurate alignment of the gutter pieces, but at the same time avoids pushing together on already applied in-situ concrete or a suitably prepared surface, that makes insertion from above possible despite alignment.
Bei einem Drainage-Rinnenkörper der eingangs bezeichneten Art wird diese Aufgabe gemäß der Erfindung durch die Merkmale des Anspruchs 1 gelöst.In a drainage gutter body of the type described, this object is achieved according to the invention by the features of
Dadurch, daß die Nut in ihrer Längserstreckung größer ist als der einzusetzende Steg, ist es möglich, ein neu zu verlegendes Rinnenstück zunächst oberhalb der vorbereiteten Auflagefläche, z.B. oberhalb des Ortbetons, an das bereits verlegte Stück heranzuführen, die Nut und die Feder zusammenzuschieben und dann das Rinnenelement abzusenken, und zwar geführt in der jeweiligen Nut durch Eingriff der etwas kürzeren Feder, die damit die Absenkung möglich macht.Due to the fact that the groove is larger in its longitudinal extension than the web to be inserted, it is possible to arrange a new piece of gutter to be laid first above the prepared bearing surface, e.g. above the in-situ concrete, bring to the already laid piece, push together the groove and the spring and then lower the gutter element, and guided in the respective groove by engagement of the somewhat shorter spring, which thus makes the reduction possible.
Ausgestaltungen der Erfindung ergeben sich aus den Unteransprüchen, wobei vorgesehen sein kann, die Anordnung des Steges bzw. der Nut in der gegenüberliegenden Stirnfläche des Rinnenkörpers umschlagsymmetrisch zu vertauschen, derart, daß eine Rinnenseite auf der einen Seite über einen Steg und auf der anderen Seite über eine Nut verfügt.Embodiments of the invention will become apparent from the dependent claims, which may be provided to reversed the arrangement of the web or the groove in the opposite end face of the gutter body umschlagymmetrisch, such that a gutter side on one side via a web and on the other side over has a groove.
Jede der beiden stirnseitigen Enden kann im Bereich der Rinneninnenseite eine entsprechende Halbnut bzw. Ausfräsung aufweisen, derart, daß beim Zusammenbau zweier Rinnenkörper eine im wesentlichen U-förmige Nut zur Einbringung eines Dichtmittels entsteht.Each of the two end-side ends may have a corresponding half-groove or cut-out in the region of the gutter inside, such that upon assembly of two gutter bodies a substantially U-shaped groove is created for introducing a sealant.
Nach der Erfindung kann auch vorgesehen sein, daß in jedem Übergangsbereich der beiden U-Schenkel zum die Rinnensohle bereitstellenden U-Steg auf einer der Stirnseiten je eine in Schwerkraftrichtung eine untere Auflagefläche ausbildende nischenförmige Eingriffsausnehmung und auf der anderen stirnseitigen Rinnenfläche zwei nach außen weisende, eine Auflagefläche bildende Nocken ausgebildet sind, wobei in der Gebrauchslage sich die Nocken der einen Rinnenstirnseite auf die Auflagefläche der Ausnehmungen in der anderen Stirnseite auflegen.According to the invention can also be provided that in each transition region of the two U-legs to the trough sole Providing U-web on one of the end faces depending on a direction of gravity a lower support surface forming niche Eingriffsausnehmung and on the other frontal gutter surface two outwardly facing, forming a bearing surface cams are formed, wherein in the position of use, the cams of a trough front on the support surface of the Place recesses in the other end face.
Das Bereitstellen zweier Auflageflächen auf eine Stirnseite eines Rinnenkörpers einerseits und das Vorsehen zweier Nocken andererseits, die korrespondierende Auflageflächen aufweisen, in der anderen Stirnseite des Rinnenkörpers ermöglicht ein Auflegen des einen Rinnenelementes auf das andere bei der Montage.The provision of two bearing surfaces on one end side of a channel body on the one hand and the provision of two cams on the other hand, the corresponding bearing surfaces, in the other end face of the channel body allows laying a gutter element on the other during assembly.
Auch hier ist vorgesehen, daß die Höhe der nischenförmigen Eingriffsausnehmung größer ist als die Erstreckung der Eingriffsnocken in der Senkrechten, derart, daß die Einschub-und Absenkbewegung, wie oben schon näher beschrieben wurde, auch hier möglich gemacht wird, d.h. der neu zu verlegende Rinnenkörper kann zunächst oberhalb der Auflagefläche in den bereits verlegten Rinnenkörper eingesetzt bzw. eingeschoben und dann an seine Position abgesenkt werden.Again, it is envisaged that the height of the niche-shaped engagement recess is greater than the extension of the engagement cam in the vertical, such that the insertion and lowering movement, as described above, is also made possible here, i. the channel body to be newly installed can first be inserted or pushed in above the support surface in the already laid channel body and then lowered to its position.
Um die Nachteile bei der weiter oben schon erwähnten Verlegung eines Stranges mit wechselnden Gefällerichtungen zu beheben, ist nach der Erfindung vorgesehen, daß die Auflagenocken selbst ebenfalls in Nischen der Stirnseiten zur Bildung von Sollbruchstellen nach außen ragend ausgebildet sind, d.h. sie können beispielsweise durch ein einfaches Aufschlagen mit einem Hammer abgebrochen werden und stören dann nicht mehr bei einem Zusammenbau zweier gleich gestalteter Stirnflächen im oberen oder unteren Rinnenscheitelpunkt.To remedy the disadvantages of the above-mentioned laying a strand with varying inclination directions, is provided according to the invention that the support cams are also designed in niches of the front sides to form predetermined breaking points outwardly projecting, ie they can for example by a simple Breaking open with a hammer will break off and then no longer interfere with an assembly of two identically shaped end faces in the upper or lower gutter vertex.
Weitere Merkmale, Einzelheiten und Vorteile der Erfindung ergeben sich aufgrund der nachfolgenden Beschreibung sowie anhand der Zeichnung. Diese zeigt in
- Fig. 1
- eine stirnseitige Aufsicht auf einen Rinnen- körper nach der Erfindung,
- Fig. 2
- einen Schnitt gemäß Linie II-II in
Fig. 1 im Fugenbereich zweier benachbarter Rinnenkör- per, - Fig. 3 und 4
- Schnitte gemäß Linien III bzw. IV in
Fig. 2 , - Fig. 5 und 6
- stirnseitige Aufsichten auf die beiden un- terschiedlichen Seiten eines Rinnenkörpers in einem weiteren Ausführungsbeispiel sowie in den
- Fig. 7,8 und 9
- jeweils Schnitte durch den Fugenbereich ge- mäß der Linien VII, VIII bzw. IX in
Fig. 6 bzw. 7.
- Fig. 1
- a frontal view of a gutter body according to the invention,
- Fig. 2
- a section along line II-II in
Fig. 1 in the joint area of two adjacent gutters, - 3 and 4
- Sections according to lines III and IV in
Fig. 2 . - FIGS. 5 and 6
- Frontal views of the two different sides of a channel body in another embodiment and in the
- FIGS. 7, 8 and 9
- in each case cuts through the joint area according to lines VII, VIII or IX in FIG
Fig. 6 or 7.
In den Figuren ist mit 1 allgemein der Drainage-Rinnenkörper nach der Erfindung bezeichnet, wobei auf die vollständige Darstellung eines Rinnenkörpers hier verzichtet wurde, da es erfindungsgemäß im wesentlichen auf die Ausbildung der Stirnflächen und des sich beim Zusammensetzen dadurch ergebenden Fugenbereiches ankommt.In the figures, 1 generally designates the drainage gutter body according to the invention, wherein the complete representation of a gutter body has been omitted here, since according to the invention substantially depends on the formation of the end faces and thereby resulting in jointing joint area.
Beim Ausführungsbeispiel nach den
Wie sich insbesondere aus
Die
Im Übergangsbereich zwischen den U-Schenkeln 12a und 12b zum mit 12c bezeichneten U-Schenkel sind hier auf einer Seite des Rinnenkörpers 11 nischenförmige Eingriffsausnehmungen 5 eingebracht, die eine zum Boden ausgerichtete gerade Auflagefläche 6 ausbilden, während in der anderen Stirnseite aus Nischen 7 nach außen weisende, die Kontur überragende Nocken 8 vorgesehen sind, die eine nach unten weisende gerade Auflagefläche 9 ausbilden.In the transition region between the U-legs 12a and 12b to the designated
Da die Höhe der Nischen 5 größer ist als die nach oben weisende Dicke der Nocken 8 kann die oben beschriebene Einhubbewegung in die Stirnseiten auch bei dieser Ausbildung ausgeführt werden. Wird der benachbarte Rinnenkörper zunächst in einer leicht angehobenen Stellung über den z.B. Ortbeton an die Stirnseite herangeführt, kann der Nocken 8 in die Nische 7 oben eingreifen. Wird dann das Rinnenelement abgesenkt, kontaktieren sich die Auflageflächen 6 und 9, wie dies in
Wie sich insbesondere aus
Wie sich dies aus den Figuren ergibt, weist jeder Rinnenkörper 1 bzw. 11 stirnseitig eine der Kontur der Rinne folgende Halbnut 10 bzw. 10a auf, derart, daß sich beim Zusammenschieben zweier Rinnenkörper 1 und 1a eine U-förmige Vollnut ergibt, die mit Dichtmaterial 15 ausgefüllt werden kann, was in
Natürlich sind die beschriebenen Ausführungsbeispiele der Erfindung noch in vielfacher Hinsicht innerhalb des Schutzumfangs der folgenden Ansprüche abzuandern, ohne den Grundgedanken zu verlassen. So kann etwa die Position der nischenförmigen Eingriffsausnehmungen bzw. der Nischen mit den Nocken näher an die Nut 14 bzw. zum Steg 13 gerückt sein oder derart, daß diese Elemente ineinander übergehen u. dgl. mehr.Of course, the described embodiments of the invention are still to be varied in many respects within the scope of the following claims without departing from the spirit. For example, the position of the niche-shaped engagement recesses or the niches with the cams can be moved closer to the
Claims (6)
- A drainage channel body, in particular of polymer concrete, in the form of a box channel or slot channel with a selectively installed base fall in the channel inner base as a partial element of a drainage system, comprising two U-shaped limbs (2a, 12a), wherein provided at the end in one of the two U-shaped limbs (2a, 12a) is an outwardly facing leg (3, 13) extending substantially perpendicularly in the position of use and provided in the other U-shaped limb (2b, 12b) is a groove (4) which is substantially perpendicular in the position of use for engagement of the leg of an adjacent channel, characterised in that the length of the respective groove (4, 14) in the perpendicular extent both upwardly and also downwardly is greater than the lengthwise extent of the corresponding leg (3, 13).
- A drainage channel body according to claim 1 characterised in that the arrangement of the leg (3, 13) and the groove (4, 14) respectively in the opposite end face of the channel body (1, 11) is interchanged in reversed symmetrical relationship in such a way that a channel end has a leg (3, 13) on the one side and a groove (4, 14) on the other side.
- A drainage channel body according to claim 1 or claim 2 characterised in that the two ends in the region of the channel inside have an end half-groove or milled-out recess (10, 10a) in such a way that when two channel bodies (1, 1a) are assembled that gives a substantially U-shaped groove for the introduction of a sealing means.
- A drainage channel body according to claim 1, claim 2 or claim 3 characterised in that provided in each transitional region of the two U-shaped limbs (12a, 12b) in relation to the U-shaped leg (12c) which affords the channel base on one of the ends is a respective niche-shaped engagement recess (5) forming a lower contact face (6) in the direction of the force of gravity and on the other end channel face at least one outwardly facing projection (8) forming a contact face (9), wherein in the position of use the projections at the one end of the channel bear against the contact face of the recesses in the other end.
- A drainage channel body according to claim 4 characterised in that the height of the niche-shaped engagement recess (5) is greater than the extent of the engagement projections (8) in the perpendicular direction.
- A drainage channel body according to claim 4 or claim 5 characterised in that the contact projections (8) are formed to project outwardly in niches (7) in the end to form desired-rupture locations.
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE20110764U DE20110764U1 (en) | 2001-06-29 | 2001-06-29 | Drainage channel body, in particular made of polymer concrete |
DE20110764U | 2001-06-29 | ||
PCT/EP2002/006982 WO2003002825A1 (en) | 2001-06-29 | 2002-06-25 | Drainage channel base, especially from polymer concrete |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1399627A1 EP1399627A1 (en) | 2004-03-24 |
EP1399627B1 true EP1399627B1 (en) | 2009-04-29 |
Family
ID=7958688
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP02751068A Expired - Lifetime EP1399627B1 (en) | 2001-06-29 | 2002-06-25 | Drainage channel base, especially from polymer concrete |
Country Status (7)
Country | Link |
---|---|
EP (1) | EP1399627B1 (en) |
AT (1) | ATE430225T1 (en) |
CZ (1) | CZ301354B6 (en) |
DE (2) | DE20110764U1 (en) |
ES (1) | ES2324703T3 (en) |
PL (1) | PL199457B1 (en) |
WO (1) | WO2003002825A1 (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2402152B (en) * | 2003-05-30 | 2005-08-17 | Aco Technologies Plc | Drain sealing |
DE10353080B3 (en) * | 2003-11-13 | 2005-08-25 | Aco Severin Ahlmann Gmbh & Co. Kg | Cast roadway drainage channel has cast concrete base with cast in tapering channel |
US7458745B2 (en) | 2004-10-18 | 2008-12-02 | Aco Severin Ahlmann Gmbh & Co. Kg | Drainage channel |
FR2959250B1 (en) * | 2010-04-23 | 2012-04-06 | Hauraton France | MODULAR ELEMENT OF CANIVEAU AND CORRESPONDING CANVEL |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE8333233U1 (en) | 1982-11-23 | 1984-02-16 | Poly Bauelemente AG, Adliswil | DRAINAGE GUTTER |
GB2138873B (en) * | 1983-04-29 | 1986-05-08 | Maeta Concrete Works Ltd | U-shaped drainage channel block |
DE8435101U1 (en) | 1984-11-30 | 1985-03-28 | ACO Severin Ahlmann GmbH & Co KG, 2370 Rendsburg | DRAINAGE GUTTER |
DE3515917A1 (en) | 1985-05-03 | 1986-11-06 | Passavant-Werke AG & Co KG, 6209 Aarbergen | Drainage channel |
EP0380901B1 (en) | 1989-01-31 | 1992-08-12 | Poly-Bauelemente AG | Gutter |
KR930006051B1 (en) | 1989-03-08 | 1993-07-03 | 미쯔비시 덴끼 가부시끼가이샤 | Idle rotation frequency control device of engine |
DE4436460C2 (en) | 1994-10-12 | 1998-06-10 | Ahlmann Aco Severin | Drainage channel |
CH690132A5 (en) | 1995-08-08 | 2000-05-15 | Poly Bauelemente Ag | Drainage channel. |
US5653553A (en) * | 1995-12-06 | 1997-08-05 | Abt, Inc. | Drainage channel and associated method |
IT242332Y1 (en) * | 1996-02-09 | 2001-06-14 | Edil Plast Srl | MODULAR AND MODULAR CHANNEL FOR THE FORMATION OF SCHOOL CHANNELS WITH WALKABLE AND / OR DRIVEABLE GRID. |
-
2001
- 2001-06-29 DE DE20110764U patent/DE20110764U1/en not_active Expired - Lifetime
-
2002
- 2002-06-25 ES ES02751068T patent/ES2324703T3/en not_active Expired - Lifetime
- 2002-06-25 AT AT02751068T patent/ATE430225T1/en active
- 2002-06-25 WO PCT/EP2002/006982 patent/WO2003002825A1/en not_active Application Discontinuation
- 2002-06-25 DE DE50213502T patent/DE50213502D1/en not_active Expired - Lifetime
- 2002-06-25 PL PL359151A patent/PL199457B1/en unknown
- 2002-06-25 CZ CZ20024060A patent/CZ301354B6/en not_active IP Right Cessation
- 2002-06-25 EP EP02751068A patent/EP1399627B1/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
CZ301354B6 (en) | 2010-01-27 |
PL359151A1 (en) | 2004-08-23 |
DE50213502D1 (en) | 2009-06-10 |
PL199457B1 (en) | 2008-09-30 |
CZ20024060A3 (en) | 2003-05-14 |
EP1399627A1 (en) | 2004-03-24 |
ATE430225T1 (en) | 2009-05-15 |
DE20110764U1 (en) | 2001-08-30 |
WO2003002825A1 (en) | 2003-01-09 |
ES2324703T3 (en) | 2009-08-13 |
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