EP2150654B1 - Partie supérieure de puits - Google Patents

Partie supérieure de puits 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)
English (en)
Other versions
EP2150654A1 (fr
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/fr
Priority to PL08758926T priority patent/PL2150654T3/pl
Publication of EP2150654A1 publication Critical patent/EP2150654A1/fr
Application granted granted Critical
Publication of EP2150654B1 publication Critical patent/EP2150654B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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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)

Claims (7)

  1. Partie supérieure (1) pour un puits, avec une partie d'accès et un cône de puits, qui est relié à une partie d'accès et peut être posé avec un élément de liaison du côté du cône de puits opposé à la partie d'accès sur un autre élément de puits, dans laquelle le cône de puits présente une forme de base sensiblement incurvée vers l'extérieur, dans laquelle dans la zone de la coupole de puits, des structures de rigidification (2) sont agencées au niveau de la surface intérieure de cette coupole de puits, qui s'étendent de manière sensiblement radiale ou parallèle, angulaire ou concentrique d'un ou de plusieurs points ou lignes imaginaires à l'intérieur ou à l'extérieur de la coupole vers le bas par le biais de la forme incurvée du cône de puits, dans laquelle la surface extérieure présente des éléments de protection contre la poussée ascensionnelle (3) et/ou des auxiliaires de levage, dans laquelle grâce à l'agencement des structures de rigidification (2) dans la zone intérieure, le côté extérieur de la partie supérieure est sensible lisse, par le fait que la surface extérieure présente uniquement les éléments de protection contre la poussée ascensionnelle (3) et/ou les auxiliaires de levage (4).
  2. Partie de puits selon la revendication 1, caractérisée en ce que les structures de rigidification (2) sont réalisées en tant que nervure, bourrelet, moulure, en forme de trapèze, en forme de losange ou en tant que support en I.
  3. Partie de puits selon la revendication 1 ou 2, caractérisée en ce que les éléments de protection contre la poussée ascensionnelle (3) sont réalisés sous forme de nervures, de portées, de segments, de pattes, de nopes et/ou de pointes.
  4. Partie de puits selon l'une quelconque des revendications 1 à 3, caractérisée en ce qu'elle présente d'autres structures de rigidification situées le cas échéant sur la périphérie plus à l'intérieur, qui peuvent s'étendre sur la périphérie intérieure et sont agencées autour d'un point imaginaire à l'intérieur ou à l'extérieur de la coupole de manière concentrique, excentriquement radiale ou angulaire.
  5. Partie de puits selon l'une quelconque des revendications 1 à 4, caractérisée en ce qu'au niveau de l'anneau de la partie supérieure de puits, un dispositif de centrage de la partie supérieure de puits est prévu sur une partie médiane ou inférieure de puits.
  6. Partie de puits selon l'une quelconque des revendications 1 à 5, fabriquée en matières plastiques pouvant être traitées du point de vue thermoplastique au moyen d'un procédé de moulage par injection.
  7. Utilisation d'une partie supérieure de puits selon l'une quelconque des revendications 1 à 6 pour des puits d'eaux usées, des puits de pompe à eau, des puits de sécurité, des bunkers pour une personne, des réservoirs d'eau, des cuves à pellets, des réservoirs tampon pour l'énergie géothermique, des puits de service, par exemple pour câbles électriques.
EP08758926.3A 2007-06-04 2008-06-02 Partie supérieure de puits Not-in-force EP2150654B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP08758926.3A EP2150654B1 (fr) 2007-06-04 2008-06-02 Partie supérieure de puits
PL08758926T PL2150654T3 (pl) 2007-06-04 2008-06-02 Górna część studzienki

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
EP07010936A EP2000598A1 (fr) 2007-06-04 2007-06-04 Partie supérieure de regard
EP08758926.3A EP2150654B1 (fr) 2007-06-04 2008-06-02 Partie supérieure de puits
PCT/EP2008/004357 WO2008148507A1 (fr) 2007-06-04 2008-06-02 Partie supérieure de puits

Publications (2)

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

Family

ID=38669912

Family Applications (2)

Application Number Title Priority Date Filing Date
EP07010936A Withdrawn EP2000598A1 (fr) 2007-06-04 2007-06-04 Partie supérieure de regard
EP08758926.3A Not-in-force EP2150654B1 (fr) 2007-06-04 2008-06-02 Partie supérieure de puits

Family Applications Before (1)

Application Number Title Priority Date Filing Date
EP07010936A Withdrawn EP2000598A1 (fr) 2007-06-04 2007-06-04 Partie supérieure de regard

Country Status (6)

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

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6685604B2 (ja) * 2016-07-20 2020-04-22 株式会社ダイクレ 合成樹脂製のマンホール
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)

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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 (de) * 1971-05-14 1973-08-10 Friedrich Oestreicher Ing Behälter, Schacht od.dgl., insbesondere für Abwasseranlagen
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 (de) * 1994-12-20 1995-02-02 Jung Pumpen GmbH & Co, 33803 Steinhagen Abwassersammelschacht aus Kunststoff
US5852901A (en) * 1994-12-29 1998-12-29 Tuf-Tite, Inc. Stackable riser for on-site waste and drainage systems
NL1003376C2 (nl) * 1996-06-19 1997-12-23 Wavin Bv Opzetstuk voor een put.
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 (de) * 2005-06-29 2006-08-24 Rehau Ag + Co. Schachtoberteil
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 (fr) 2008-12-11
US8656654B2 (en) 2014-02-25
US20110072731A1 (en) 2011-03-31
EA019283B1 (ru) 2014-02-28
BRPI0813181A2 (pt) 2019-09-24
EA200971118A1 (ru) 2010-04-30
EP2000598A1 (fr) 2008-12-10
PL2150654T3 (pl) 2019-04-30
EP2150654A1 (fr) 2010-02-10

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