EP2150654B1 - Upper part for a shaft - Google Patents

Upper part for a shaft Download PDF

Info

Publication number
EP2150654B1
EP2150654B1 EP08758926.3A EP08758926A EP2150654B1 EP 2150654 B1 EP2150654 B1 EP 2150654B1 EP 08758926 A EP08758926 A EP 08758926A EP 2150654 B1 EP2150654 B1 EP 2150654B1
Authority
EP
European Patent Office
Prior art keywords
shaft
top part
shaft top
cone
part 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.)
Not-in-force
Application number
EP08758926.3A
Other languages
German (de)
French (fr)
Other versions
EP2150654A1 (en
Inventor
Friedrich Kastner
Manfred Klausberger
Erich Mitteregger
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.)
IFW Manfred Otte GmbH
Original Assignee
IFW Manfred Otte 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 IFW Manfred Otte GmbH filed Critical IFW Manfred Otte GmbH
Priority to EP08758926.3A priority Critical patent/EP2150654B1/en
Priority to PL08758926T priority patent/PL2150654T3/en
Publication of EP2150654A1 publication Critical patent/EP2150654A1/en
Application granted granted Critical
Publication of EP2150654B1 publication Critical patent/EP2150654B1/en
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/12Manhole shafts; Other inspection or access chambers; Accessories therefor
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/12Manhole shafts; Other inspection or access chambers; Accessories therefor
    • E02D29/121Manhole shafts; Other inspection or access chambers; Accessories therefor characterised by the connection between shaft elements, e.g. of rings forming said shaft
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/12Manhole shafts; Other inspection or access chambers; Accessories therefor
    • E02D29/124Shaft entirely made of synthetic material

Definitions

  • the invention relates to an upper part for a shaft.
  • Shaft tops are known from the prior art and usually have an outwardly curved shape. Due to this shape, these shaft tops have a good resistance to compressive forces exerted by the underground surrounding the shaft.
  • an upper part for a shaft is known with an access part and a shaft cone, which is connected to the access part and can be placed with a peripheral edge on the side opposite the access part of the shaft cone on a shaft ring, the shaft cone has a substantially outwardly arched basic shape, wherein in the region of the transition from the access part to the shaft cone a substantially parallel to the plane in which the peripheral edge is located aligned reinforcing rib is provided on the outer surface of the shaft cone, which extends over the entire circumference.
  • WO 2007/000299 A1 Is shaft top known for a shaft having an access part and a shaft cone, which is connected to an access part and with a connecting element on the access part opposite side of the shaft cone can be placed on another shaft element, wherein the shaft cone has a substantially outwardly arched basic shape, wherein the shaft cone has at least 3 sections in which substantially mutually parallel stiffening elements are arranged.
  • the object of the invention was to provide a shaft top with the lowest possible wall thickness, but great stability, which is easy to produce even with simple tools and allows a homogeneous compression of the backfill material.
  • the shaft top according to the invention has the same wall thickness as the prior art higher load capacity. With significantly reduced wall thickness same load capacity is achieved.
  • a connecting element is provided by means of which the shaft top according to the invention can be placed sealingly on other shaft parts.
  • the stiffening structures of the shaft upper part according to the invention allow the resulting loads (for example, traffic load, pressure load) to be reliably reduced.
  • the internal stiffening structures can be considered in cross-section as a rib, bead, bead, trapezoidal, diamond-shaped or I-beam semicircular, elliptical, square, triangular or optimized depending on the application polygonal structure, so that the stiffness of the curved basic shape of the shaft cone optimized becomes.
  • the distances between the stiffening structures and the dimension of the stiffening structures are also optimized and executed depending on the geometry and load requirements.
  • the shaft top may include further internal stiffening structures that may extend over the inner circumference. These elements can be viewed in cross-section as a rib, bead, bead, trapezoidal, diamond-shaped or I-beam semicircular, elliptical, square, triangular or designed as depending on the application optimized polygonal structure. They may be concentric, eccentric radial, or angular around an imaginary point inside or outside the dome.
  • the upper part of the shaft may have, on its outer side, optionally circumferentially extending buoyancy securing elements, which may be in the form of ribs, webs, segments, tabs, knobs, tips and the like.
  • these buoyancy securing elements can be arranged continuously or not continuously, depending on the shape, for example, in the form of concentric circles (from an imaginary center, which may be the same or different to the imaginary point from which the stiffening extend).
  • the shape of the buoyancy protection elements can be optimized depending on the backfill material used.
  • the access part can be arranged eccentrically or centrally, optionally holding elements can be provided inside.
  • a device may be provided on the ring of the shaft top, which allows a centering of the upper part of a Schachtstoff- or -unterteil.
  • This device can be designed as an optical marking or as a mechanical guide aid (for example as a guide pin or fork or the like).
  • the upper shaft part according to the invention is preferably produced from thermoplastically processable plastics, preferably in an injection molding process.
  • the shaft top according to the invention is, for example, for sewage shafts, water pump shafts, safety shafts, one-man bunkers, Water storage tanks, pellet storage tanks, geothermal storage tanks, service shafts (eg for electric cables).
  • the shaft top according to the invention is in the FIGS. 1 to 3 shown. 1, the upper part of the shaft, 2 the stiffening structures extending downwards over the arched shape of the shaft cone or shaft dome, 3 the lifting securing elements, 4 retaining elements.

Landscapes

  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)
  • Structures Of Non-Positive Displacement Pumps (AREA)
  • Prostheses (AREA)
  • Jet Pumps And Other Pumps (AREA)

Description

Die Erfindung betrifft ein Oberteil für einen Schacht.The invention relates to an upper part for a shaft.

Schachtoberteile sind aus dem Stand der Technik bekannt und weisen üblicherweise eine nach außen gewölbte Form auf. Aufgrund dieser Form weisen diese Schachtoberteile eine gute Beständigkeit gegen Druckkräfte auf, die aus dem den Schacht umgebenden Untergrund ausgeübt werden.Shaft tops are known from the prior art and usually have an outwardly curved shape. Due to this shape, these shaft tops have a good resistance to compressive forces exerted by the underground surrounding the shaft.

Im Bereich des Übergangs von Schachtkonus und Schachtzugangsteil kommt es jedoch immer wieder zu Verformungen. In diesem Bereich können radial nach innen gerichtete Kraftkomponenten bewirken, dass sich das Schachtoberteil an dieser Stelle nach innen verbiegt bzw. über den Toleranzbereich eingedrückt wird.In the area of the transition from shaft cone and shaft access part, however, there are always deformations. In this area, radially inwardly directed force components can cause the shaft top part to bend inwards at this point or to be pressed in over the tolerance range.

Aus EP 0 906 477 B1 ist ein Oberteil für einen Schacht bekannt mit einem Zugangsteil und einem Schachtkonus, welcher mit dem Zugangsteil verbunden ist und mit einer Umfangskante auf der dem Zugangsteil gegenüberliegenden Seite des Schachtkonus auf einem Schachtring aufsetzbar ist, wobei der Schachtkonus eine im wesentlichen nach außen gewölbte Grundform hat, wobei im Bereich des Übergangs vom Zugangsteil zum Schachtkonus eine im wesentlich parallel zur Ebene, in der die Umfangskante gelegen ist, ausgerichtete Verstärkungsrippe auf dem Außenmantel des Schachtkonus vorgesehen ist, die sich über den gesamten Umfang erstreckt.Out EP 0 906 477 B1 an upper part for a shaft is known with an access part and a shaft cone, which is connected to the access part and can be placed with a peripheral edge on the side opposite the access part of the shaft cone on a shaft ring, the shaft cone has a substantially outwardly arched basic shape, wherein in the region of the transition from the access part to the shaft cone a substantially parallel to the plane in which the peripheral edge is located aligned reinforcing rib is provided on the outer surface of the shaft cone, which extends over the entire circumference.

Aus WO 2007/000299 A1 ist Schachtoberteil für einen Schacht bekannt mit einem Zugangsteil und einem Schachtkonus, welcher mit einem Zugangsteil verbunden ist und mit einem Verbindungselement auf der dem Zugangsteil gegenüberliegenden Seite des Schachtkonus auf ein weiteres Schachtelement aufsetzbar ist, wobei der Schachtkonus eine im Wesentlichen nach außen gewölbte Grundform aufweist, wobei der Schachtkonus wenigstens 3 Abschnitte aufweist, in denen im Wesentlichen parallel zueinander angeordnete Versteifungselemente angeordnet sind.Out WO 2007/000299 A1 Is shaft top known for a shaft having an access part and a shaft cone, which is connected to an access part and with a connecting element on the access part opposite side of the shaft cone can be placed on another shaft element, wherein the shaft cone has a substantially outwardly arched basic shape, wherein the shaft cone has at least 3 sections in which substantially mutually parallel stiffening elements are arranged.

BESTÄTIGUNGSKOPIECONFIRMATION COPY

Diese Schachtsysteme sind entweder nur durch aufwändige Werkzeuge herzustellen oder bedingt durch die großen Wandstärken sehr schwer und weisen außerdem keine optimale Belastbarkeit auf.These shaft systems are either only to be produced by expensive tools or due to the large wall thicknesses very heavy and also have no optimal load capacity.

Aufgabe der Erfindung war es ein Schachtoberteil mit möglichst geringer Wandstärke, aber großer Stabilität bereitzustellen, das auch mit einfachen Werkzeugen leicht herstellbar ist und eine homogene Verdichtung des Verfüllmaterials erlaubt.The object of the invention was to provide a shaft top with the lowest possible wall thickness, but great stability, which is easy to produce even with simple tools and allows a homogeneous compression of the backfill material.

Gegenstand der Erfindung ist daher ein Oberteil für einen Schacht nach Anspruch 1.The subject of the invention is therefore an upper part for a shaft according to claim 1.

Das erfindungsgemäße Schachtoberteil weist bei gleicher Wandstärke wie der Stand der Technik höhere Belastbarkeit auf. Bei deutlich reduzierter Wandstärke wird gleiche Belastbarkeit erreicht.The shaft top according to the invention has the same wall thickness as the prior art higher load capacity. With significantly reduced wall thickness same load capacity is achieved.

Ferner ist ein Verbindungselement vorgesehen mittels dessen das erfindungsgemäße Schachtoberteil auf andere Schachtteile dichtend aufgesetzt werden kann.Furthermore, a connecting element is provided by means of which the shaft top according to the invention can be placed sealingly on other shaft parts.

Die Versteifungsstrukturen des erfindungsgemäßen Schachtoberteils erlauben, dass die anfallenden Belastungen (beispielsweise Verkehrsbelastung, Druckbelastung) sicher abgebaut werden können.The stiffening structures of the shaft upper part according to the invention allow the resulting loads (for example, traffic load, pressure load) to be reliably reduced.

Die innen liegenden Versteifungsstrukturen können im Querschnitt betrachtet als Rippe, Wulst, Sicke, trapezförmig, rautenförmig oder als I-Träger halbkreisförmig, elliptisch, quadratisch, dreieckig oder als je nach Anwendung optimierte polygonale Struktur ausgebildet sein, sodass die Steifigkeit der gewölbten Grundform des Schachtkonus optimiert wird.The internal stiffening structures can be considered in cross-section as a rib, bead, bead, trapezoidal, diamond-shaped or I-beam semicircular, elliptical, square, triangular or optimized depending on the application polygonal structure, so that the stiffness of the curved basic shape of the shaft cone optimized becomes.

Die Abstände zwischen den Versteifungsstrukturen und die Dimension der Versteifungsstrukturen werden ebenfalls je nach Geometrie und Belastungserfordemis optimiert und ausgeführt.The distances between the stiffening structures and the dimension of the stiffening structures are also optimized and executed depending on the geometry and load requirements.

Die innen liegenden Versteifungsstrukturen sind vor Beschädigungen durch das Verfüllmaterial (Erde, Schotter, Kies und dergleichen) oder durch Manipulationen (beispielsweise beim Einbau) geschützt.
Daher ist eine gleich bleibende Stabilität des Schachtoberteils gewährleistet. Die im Wesentlichen glatte Außenseite ermöglicht ferner eine homogenere Verdichtung des Verfüllmaterials als bei bekannten Schachtoberteilen.
The internal stiffening structures are protected against damage by the filling material (earth, gravel, gravel and the like) or by manipulation (for example during installation).
Therefore, a stable stability of the shaft top is guaranteed. The substantially smooth outer side also allows a more homogeneous compaction of the filling material than in known shaft tops.

Durch die Anordnung der Versteifungsstrukturen im Innenbereich ist eine effiziente Werkzeugherstellung möglich. Durch die im Wesentlichen glatte Außenseite können daher auch die Außenschalen der Werkzeuge wesentlich einfacher gestaltet werden.The arrangement of the stiffening structures in the interior of an efficient tool production is possible. Due to the substantially smooth outside, therefore, the outer shells of the tools can be made much simpler.

In einer Ausführungsform kann das Schachtoberteil weitere innen liegende Versteifungsstrukturen aufweisen, die sich über den inneren Umfang erstrecken können.
Diese Elemente können im Querschnitt betrachtet als Rippe, Wulst, Sicke, trapezförmig, rautenförmig oder als I-Träger halbkreisförmig, elliptisch, quadratisch, dreieckig oder als je nach Anwendung optimierte polygonale Struktur ausgebildet sein. Sie können um einen gedachten Punkt innerhalb oder außerhalb der Kuppel konzentrisch, exzentrisch radial, oder winkelig angeordnet sein.
In one embodiment, the shaft top may include further internal stiffening structures that may extend over the inner circumference.
These elements can be viewed in cross-section as a rib, bead, bead, trapezoidal, diamond-shaped or I-beam semicircular, elliptical, square, triangular or designed as depending on the application optimized polygonal structure. They may be concentric, eccentric radial, or angular around an imaginary point inside or outside the dome.

In einer besonderen Ausführungsform kann das Oberteil für den Schacht an seiner Außenseite sich gegebenenfalls über den Umfang erstreckende Auftriebssicherungselemente aufweisen, die in Form von Rippen, Stegen, Segmente, Laschen, Noppen, Spitzen und dergleichen ausgeführt sein können. Dabei können diese Auftriebssicherungselemente je nach Form durchgängig oder nicht durchgängig angeordnet sein kann, beispielsweise auch in Form von konzentrischen Kreisen (von einem gedachten Mittelpunkt, der gleich oder unterschiedlich sein kann zu dem gedachten Punkt von dem aus sich die Versteifungsstrukturen erstrecken) ausgeführt sein.In a particular embodiment, the upper part of the shaft may have, on its outer side, optionally circumferentially extending buoyancy securing elements, which may be in the form of ribs, webs, segments, tabs, knobs, tips and the like. In this case, these buoyancy securing elements can be arranged continuously or not continuously, depending on the shape, for example, in the form of concentric circles (from an imaginary center, which may be the same or different to the imaginary point from which the stiffening extend).

Dabei kann die Form der Auftriebssicherungselemente je nach verwendetem Verfüllmaterial optimiert sein.The shape of the buoyancy protection elements can be optimized depending on the backfill material used.

In einer weiteren Ausführungsform können andere funktionale Strukturen, wie Hebehilfen und dergleichen frei an der Außenseite positioniert werden.In another embodiment, other functional structures such as hoists and the like may be freely positioned on the outside.

Das Zugangsteil kann exzentrisch oder mittig angeordnet sein, wobei gegebenenfalls innen Halteelemente vorgesehen sein können.The access part can be arranged eccentrically or centrally, optionally holding elements can be provided inside.

In einer besonderen Ausführungsform kann am Ring des Schachtoberteils eine Vorrichtung vorgesehen sein, die ein Zentrieren des Oberteils an einem Schachtmittel- oder -unterteil erlaubt. Diese Vorrichtung kann als optische Markierung oder als mechanische Führungshilfe (beispielsweise als Führungsbolzen oder Gabel oder ähnliches) ausgebildet sein.In a particular embodiment, a device may be provided on the ring of the shaft top, which allows a centering of the upper part of a Schachtmittel- or -unterteil. This device can be designed as an optical marking or as a mechanical guide aid (for example as a guide pin or fork or the like).

Das erfindungsgemäße Schachtoberteil wird vorzugsweise aus thermoplastisch verarbeitbaren Kunststoffen vorzugsweise in einem Spritzgussverfahren hergestellt.The upper shaft part according to the invention is preferably produced from thermoplastically processable plastics, preferably in an injection molding process.

Das erfindungsgemäße Schachtoberteil ist beispielsweise für Abwasserschächte, Wasserpumpenschächte, Sicherheitsschächte, Ein-Mann-Bunker, Wasserspeicher, Pellettstanks, Pufferspeicher für Erdwärme, Serviceschächte (beispielsweise für Elektroleitungen) geeignet.The shaft top according to the invention is, for example, for sewage shafts, water pump shafts, safety shafts, one-man bunkers, Water storage tanks, pellet storage tanks, geothermal storage tanks, service shafts (eg for electric cables).

Das erfindungsgemäße Schachtoberteil ist in den Figuren 1 bis 3 dargestellt. Darin bedeuten 1 das Schachtoberteil, 2 die sich über die gewölbte Form des Schachtkonus bzw. der Schachtkuppel nach unten erstreckenden Versteifungsstrukturen, 3 die Auftriebssicherungselemente, 4 Haltelemente.The shaft top according to the invention is in the FIGS. 1 to 3 shown. 1, the upper part of the shaft, 2 the stiffening structures extending downwards over the arched shape of the shaft cone or shaft dome, 3 the lifting securing elements, 4 retaining elements.

Claims (7)

  1. Top part (1) for a shaft, having an access part and a shaft cone which is connected to an access part and, with a connecting element on that side of the shaft cone that lies opposite the access part, can be mounted onto a further shaft element, the shaft cone having a substantially convex basic shape, wherein, in the region of the shaft dome, stiffening structures (2) are disposed on the inner surface of this shaft dome, which extend substantially radially or parallelly, angularly or concentrically from one or more imaginary points or lines within or outside the dome downwards over the curved shape of the shaft cone, wherein the outer surface has lift prevention elements (3) and/or lifting aids, wherein, thanks to the arrangement of the stiffening structures (2) in the inner region, the outer side of the top part is substantially smooth in that the outer surface has only the lift prevention elements (3) and/or the lifting aids (4).
  2. Shaft top part according to Claim 1, characterized in that the stiffening structures (2) are realized as a rib, bulge, bead, trapezoidally, rhombically, or as an I-beam.
  3. Shaft top part according to Claim 1 or 2, characterized in that the lift prevention elements (3) are realized in the form of ribs, webs, segments, lugs, knobs and/or spikes.
  4. Shaft top part according to one of Claims 1 to 3, characterized in that it has further further internal stiffening structures if need be over the periphery, which can extend over the inner periphery and are arranged concentrically, eccentrically radially, or angularly about an imaginary point within or outside the dome.
  5. Shaft top part according to one of Claims 1 to 4, characterized in that on the ring of the shaft top part an apparatus is provided for centring the shaft top part on a shaft middle part or bottom part.
  6. Shaft top part according to one of Claims 1 to 5, made from thermoplastically workable plastics by means of an injection moulding process.
  7. Use of a shaft top part according to one of Claims 1 to 6 for sewage shafts, water pump shafts, safety shafts, one-man bunkers, water stores, pellet tanks, buffer stores for geothermal heat, service shafts, for example for electric cables.
EP08758926.3A 2007-06-04 2008-06-02 Upper part for a shaft Not-in-force EP2150654B1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP08758926.3A EP2150654B1 (en) 2007-06-04 2008-06-02 Upper part for a shaft
PL08758926T PL2150654T3 (en) 2007-06-04 2008-06-02 Upper part for a shaft

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
EP07010936A EP2000598A1 (en) 2007-06-04 2007-06-04 Upper part of a manhole shaft
EP08758926.3A EP2150654B1 (en) 2007-06-04 2008-06-02 Upper part for a shaft
PCT/EP2008/004357 WO2008148507A1 (en) 2007-06-04 2008-06-02 Upper part for a shaft

Publications (2)

Publication Number Publication Date
EP2150654A1 EP2150654A1 (en) 2010-02-10
EP2150654B1 true EP2150654B1 (en) 2018-10-24

Family

ID=38669912

Family Applications (2)

Application Number Title Priority Date Filing Date
EP07010936A Withdrawn EP2000598A1 (en) 2007-06-04 2007-06-04 Upper part of a manhole shaft
EP08758926.3A Not-in-force EP2150654B1 (en) 2007-06-04 2008-06-02 Upper part for a shaft

Family Applications Before (1)

Application Number Title Priority Date Filing Date
EP07010936A Withdrawn EP2000598A1 (en) 2007-06-04 2007-06-04 Upper part of a manhole shaft

Country Status (6)

Country Link
US (1) US8656654B2 (en)
EP (2) EP2000598A1 (en)
BR (1) BRPI0813181A2 (en)
EA (1) EA019283B1 (en)
PL (1) PL2150654T3 (en)
WO (1) WO2008148507A1 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6685604B2 (en) * 2016-07-20 2020-04-22 株式会社ダイクレ Synthetic resin manhole
NL1042411B1 (en) * 2017-05-31 2018-12-07 Wavin Bv Inspection chamber part
US20190352896A1 (en) * 2017-11-18 2019-11-21 Mick Y Dorsey P.e.d. shelters

Family Cites Families (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US302463A (en) * 1884-07-22 Tornado-proof building
US1793038A (en) * 1928-03-07 1931-02-17 Leroy G Zimmermann Manhole construction
US3533199A (en) * 1968-08-19 1970-10-13 William C Pickett Adjustable manhole construction
AT309349B (en) * 1971-05-14 1973-08-10 Friedrich Oestreicher Ing Container, shaft or the like., In particular for sewage systems
US4089139A (en) * 1976-08-24 1978-05-16 Armco Steel Corporation Segmented cylindrical reinforced plastic manhole structure
US4488392A (en) * 1980-03-14 1984-12-18 Pearcey Dale A Underground house and construction method
US5117593A (en) * 1991-01-30 1992-06-02 The Board Of Trustees Of The Leland Stanford Junior University Underground storage silo for emergency supplies
DE9420219U1 (en) * 1994-12-20 1995-02-02 Jung Pumpen GmbH & Co, 33803 Steinhagen Waste water collection shaft made of plastic
US5852901A (en) * 1994-12-29 1998-12-29 Tuf-Tite, Inc. Stackable riser for on-site waste and drainage systems
NL1003376C2 (en) * 1996-06-19 1997-12-23 Wavin Bv Attachment for a well.
US6385919B1 (en) * 1999-09-30 2002-05-14 Mccarthy Walton W. Disaster shelter
US6434896B1 (en) * 2000-06-07 2002-08-20 Applied Solar Technology, Inc. Double-walled underground tornado shelter with connection means on the flanges of upper and lower hemispherical halves
US6695541B1 (en) * 2000-11-13 2004-02-24 Jeffrey E. Spence Modular dock system and method of construction
US7574831B2 (en) * 2002-02-01 2009-08-18 Tuf-Tite, Inc. Riser pan component for on-site waste systems
US6915612B2 (en) * 2002-02-11 2005-07-12 Brett Oakley Window well with increased in-ground stability
US6997639B2 (en) * 2002-10-07 2006-02-14 Wayne John Nadasde Method and apparatus for adjusting the height and inclination of roadway and greenway appurtenances
US7627992B1 (en) * 2004-11-05 2009-12-08 Peter W. Gavin Stackable riser and cover configuration
US7926510B1 (en) * 2005-02-23 2011-04-19 EZflow L.P. Risers for use with access openings in wastewater treatment tanks
DE202005010486U1 (en) * 2005-06-29 2006-08-24 Rehau Ag + Co. Schacht shell
US7540683B2 (en) * 2007-06-12 2009-06-02 Salas Gary W Subterranean conduit cover

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
WO2008148507A1 (en) 2008-12-11
US8656654B2 (en) 2014-02-25
US20110072731A1 (en) 2011-03-31
EA019283B1 (en) 2014-02-28
BRPI0813181A2 (en) 2019-09-24
EA200971118A1 (en) 2010-04-30
EP2000598A1 (en) 2008-12-10
PL2150654T3 (en) 2019-04-30
EP2150654A1 (en) 2010-02-10

Similar Documents

Publication Publication Date Title
EP1902181B1 (en) Top piece for a manhole structure
EP2729628B1 (en) Manhole cover
EP2150654B1 (en) Upper part for a shaft
EP3024102A1 (en) Flexible protective tube
EP2857589B1 (en) Bursting protection systems for shaft covers
DE102012015516A1 (en) Tire trim ring
DE4315535A1 (en) Plastic shaft
EP2381037B1 (en) Self-levelling shaft covering frame
DE102015111241A1 (en) Shaft with seal in the shaft top
DE112014003078T5 (en) Assemblable tire
DE202017103179U1 (en) Top part of a street drain
DE102004023830A1 (en) protective rib
EP1896667B1 (en) Shaft centre part
EP2365138B1 (en) Frame
DE29506860U1 (en) Water transfer shaft with segments containing plastic
DE202013011463U1 (en) Manhole cover and sales unit with such a manhole cover
DE102015110887A1 (en) Device and method for lifting a manhole cover, in particular manhole cover
DE102016002959A1 (en) Device for attaching a pipe
DE202016103144U1 (en) Road drain with direct cover
DE102014104089A1 (en) composite shaft
DE202008016640U1 (en) Earth tank for holding liquids
DE202010011178U1 (en) Cover for underground containers
DE4418408A1 (en) Covers
DE202013003956U1 (en) Shaft bottom and shaft
DE202011100264U1 (en) street running

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: 20091008

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 MT NL NO PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA MK RS

RIN1 Information on inventor provided before grant (corrected)

Inventor name: MITTEREGGER, ERICH

Inventor name: KLAUSBERGER, MANFRED

Inventor name: KASTNER, FRIEDRICH

DAX Request for extension of the european patent (deleted)
17Q First examination report despatched

Effective date: 20120705

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: EXAMINATION IS IN PROGRESS

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: GRANT OF PATENT IS INTENDED

INTG Intention to grant announced

Effective date: 20180518

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE PATENT HAS BEEN GRANTED

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 MT NL NO PL PT RO SE SI SK TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502008016413

Country of ref document: DE

Ref country code: AT

Ref legal event code: REF

Ref document number: 1056819

Country of ref document: AT

Kind code of ref document: T

Effective date: 20181115

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: 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: 20181024

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: 20190124

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: 20181024

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: 20190224

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: 20181024

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: 20190124

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: 20181024

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: 20181024

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: 20181024

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: 20190224

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: 20190125

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502008016413

Country of ref document: DE

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: 20181024

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: 20181024

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: 20181024

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

Ref country code: RO

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

Effective date: 20181024

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: 20181024

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: 20181024

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

26N No opposition filed

Effective date: 20190725

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: 20181024

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

Ref country code: MC

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

Effective date: 20181024

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20190602

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: 20181024

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

Ref country code: IE

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

Effective date: 20190602

Ref country code: GB

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

Effective date: 20190602

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

Ref country code: LU

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

Effective date: 20190602

Ref country code: CH

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

Effective date: 20190630

Ref country code: LI

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

Effective date: 20190630

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: 20190630

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: 20181024

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: 20080602

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: 20181024

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

Ref country code: DE

Payment date: 20210629

Year of fee payment: 14

Ref country code: NL

Payment date: 20210531

Year of fee payment: 14

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

Ref country code: AT

Payment date: 20210624

Year of fee payment: 14

Ref country code: PL

Payment date: 20210526

Year of fee payment: 14

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 502008016413

Country of ref document: DE

REG Reference to a national code

Ref country code: NL

Ref legal event code: MM

Effective date: 20220701

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 1056819

Country of ref document: AT

Kind code of ref document: T

Effective date: 20220602

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: 20220701

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: 20220602

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: 20230103

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

Ref country code: PL

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

Effective date: 20220602