EP2150654B1 - Upper part for a shaft - Google Patents
Upper part for a shaft Download PDFInfo
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
- E02D29/121—Manhole shafts; Other inspection or access chambers; Accessories therefor characterised by the connection between shaft elements, e.g. of rings forming said shaft
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
- E02D29/124—Shaft 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
Aus
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
Claims (7)
- 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).
- 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.
- 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.
- 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.
- 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.
- Shaft top part according to one of Claims 1 to 5, made from thermoplastically workable plastics by means of an injection moulding process.
- 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.
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)
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)
Publication number | Priority date | Publication date | Assignee | Title |
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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 |
-
2007
- 2007-06-04 EP EP07010936A patent/EP2000598A1/en not_active Withdrawn
-
2008
- 2008-06-02 US US12/597,283 patent/US8656654B2/en not_active Expired - Fee Related
- 2008-06-02 PL PL08758926T patent/PL2150654T3/en unknown
- 2008-06-02 WO PCT/EP2008/004357 patent/WO2008148507A1/en active Application Filing
- 2008-06-02 BR BRPI0813181A patent/BRPI0813181A2/en not_active IP Right Cessation
- 2008-06-02 EP EP08758926.3A patent/EP2150654B1/en not_active Not-in-force
- 2008-06-02 EA EA200971118A patent/EA019283B1/en not_active IP Right Cessation
Non-Patent Citations (1)
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 |
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