EP2325399B1 - Schachtanordnung - Google Patents

Schachtanordnung Download PDF

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Publication number
EP2325399B1
EP2325399B1 EP09176791A EP09176791A EP2325399B1 EP 2325399 B1 EP2325399 B1 EP 2325399B1 EP 09176791 A EP09176791 A EP 09176791A EP 09176791 A EP09176791 A EP 09176791A EP 2325399 B1 EP2325399 B1 EP 2325399B1
Authority
EP
European Patent Office
Prior art keywords
skirt
frame
gasket
pipe
riser pipe
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.)
Active
Application number
EP09176791A
Other languages
English (en)
French (fr)
Other versions
EP2325399A1 (de
Inventor
Johan Gudbrand Refsahl
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.)
Furnes-Hamjern SCC AS
Original Assignee
Furnes-Hamjern SCC AS
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 Furnes-Hamjern SCC AS filed Critical Furnes-Hamjern SCC AS
Priority to DK09176791.3T priority Critical patent/DK2325399T3/da
Priority to AT09176791T priority patent/ATE554236T1/de
Priority to EP09176791A priority patent/EP2325399B1/de
Publication of EP2325399A1 publication Critical patent/EP2325399A1/de
Application granted granted Critical
Publication of EP2325399B1 publication Critical patent/EP2325399B1/de
Active 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
    • E02D29/14—Covers for manholes or the like; Frames for covers
    • E02D29/1409—Covers for manholes or the like; Frames for covers adjustable in height or inclination

Definitions

  • the gasket may be attached to the skirt through molding in situ.
  • the gasket may for example be molded to the skirt by placing a mold corresponding to the second side of the gasket within the manhole frame; injecting a curable or settable liquid or melted gasket material into the space between the frame and the mold, the space corresponding to the desired shape of the gasket, and curing or allowing to set the curable or settable liquid or melted gasket material to form the gasket molded to the frame.
  • the gasket may be molded as described to a skirt separate from the frame, the skirt subsequently being attached to the frame as described previously.
  • the gasket may be molded to the riser pipe.
  • the gasket may have a rigid first side to shift or turn smoothly within the groove.
  • the road surface material 30 is typically asphalt, concrete, or gravel and has a road surface designated the reference numeral 40 flush with the manhole structure.
  • the base layer 32 typically consists of grave, concrete, sand or crushed rock etc.
  • Fig. 3c shows the manhole structure 10'" where the first pipe 102" has not been fully inserted into the skirt 16. However, as can be seen, an equally successful connection between frame 16 and the first pipe 102" is achieved.
  • the space 64 may be filled with a curable compound if desired to further anchor the end 104" to the frame 16.

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)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Sewage (AREA)

Claims (13)

  1. Eine Schachtanordnung (10), die
    einen Rahmen (12) mit einem Rand (16),
    ein Steigrohr (100), das wenigstens teilweise in den Rand (16) eingefügt ist, und
    eine Dichtung (50), die zwischen dem Rand (16) und dem Steigrohr (100) angeordnet ist,
    umfasst,
    dadurch gekennzeichnet, dass die Dichtung (50) zum Festhalten des Steigrohrs (100) angepasst ist, und dass das Steigrohr (100) in Längsrichtung ausdehnbar ist.
  2. Die Schachtanordnung (10) gemäss Anspruch 1, dadurch gekennzeichnet, dass die Dichtung (50) einen Klebstoff umfasst.
  3. Die Schachtanordnung (10) gemäss Anspruch 1, dadurch gekennzeichnet, dass die Dichtung (50) Kalfatern umfasst.
  4. Die Schachtanordnung (10) gemäss einem jeglichen der Ansprüche 1-3, dadurch gekennzeichnet, dass das Steigrohr (100) ein auf dem Rahmen (12) montiertes, erstes Rohr (102) umfasst, sowie auch ein zweites Rohr (106), worin das erste Rohr (102) mit dem zweiten Rohr (106) verbunden ist und demgegenüber teleskopisch einstellbar ist.
  5. Die Schachtanordnung (10') gemäss einem jeglichen der Ansprüche 1-3, dadurch gekennzeichnet, dass eine Balgen-artige Struktur (108') in das Steigrohr (100') eingesetzt ist.
  6. Die Schachtanordnung (10) gemäss einem jeglichen der Ansprüche 1-5, dadurch gekennzeichnet, dass die Schachtanordnung (10) ausserdem eine unterirdische Installation umfasst, die auf dem einen Ende des Steigrohrs (100) montiert ist, und wo das andere Ende (104) des Steigrohrs auf dem Rahmen montiert ist.
  7. Die Schachtanordnung (10) gemäss einem jeglichen der Ansprüche 1 oder 3-6, dadurch gekennzeichnet, dass der Rand (16) eine Rille (26) umfasst, die in der inneren Wand des Randes geformt ist.
  8. Die Schachtanordnung (10) gemäss einem jeglichen der Ansprüche 1 oder 4-7, dadurch gekennzeichnet, dass die Wichtung (50) eine erste Seite hat (52), die auf die innere Wand des Randes (16) gerichtet ist, und eine zweite Seite (54), die auf die Mitte des Randes (16) gerichtet ist, und wo die zweite Seite (54) eine Rippe (58) hat, die zum Festhalten des Steigrohrs (100) angepasst ist.
  9. Die Schachtanordnung (10) gemäss Anspruch 8, dadurch gekennzeichnet, dass die erste Seite (52) der Dichtung (50) aufnehmbar in der Rille (26) des Randes (16) ist.
  10. Die Schachtanordnung (10) gemäss einem jeglichen der Ansprüche 8-9, dadurch gekennzeichnet, dass die zweite Seite (54) der Dichtung (50) eine Rille (62) hat für das Aufnehmen eines Halterings (60).
  11. Verfahren zur Montage einer Schachtanordnung (10) gemäss einem jeglichen der Ansprüche 1-10, das folgende Schritte umfasst:
    Beschaffung von, kombiniert,
    einem Rahmen (12) mit einem Rand (16),
    einem in Längsrichtung ausdehnbaren Steigrohr (100), einer in dem Rand (16) bewahrten Dichtung (50), worin die Dichtung (50) zum Festhalten des Steigrohrs (100) angepasst ist, und
    dadurch gekennzeichnet, dass ein Teil des Steigrohrs (100) durch die Dichtung (50) eingesetzt wird.
  12. Verfahren zur Anpassung der Höhe eines Rahmens (12) in einer Schachtanordnung (10) gemäss einem jeglichen der Ansprüche 1-10 von einer ersten Ebene auf eine zweite Ebene, das folgende Schritte umfasst:
    die Höhe des Rahmens (12) von der ersten Ebene auf die zweite Ebene anzupassen, und
    den Rahmen (12) auf der zweiten Ebene zu unterstützen,
    dadurch gekennzeichnet, dass der Abstand zwischen der ersten und der zweiten Ebene mit dem Steigrohr (100) angepasst wird.
  13. Verfahren gemäss Anspruch 12, dadurch gekennzeichnet, dass die erste Ebene die Ebene des Strassenbelags (40) vor einer Neubelegung umfasst, und die zweite Ebene die Ebene des Strassenbelags (42) nach einer Neubelegung umfasst.
EP09176791A 2009-11-23 2009-11-23 Schachtanordnung Active EP2325399B1 (de)

Priority Applications (3)

Application Number Priority Date Filing Date Title
DK09176791.3T DK2325399T3 (da) 2009-11-23 2009-11-23 Mandehulsstruktur
AT09176791T ATE554236T1 (de) 2009-11-23 2009-11-23 Schachtanordnung
EP09176791A EP2325399B1 (de) 2009-11-23 2009-11-23 Schachtanordnung

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP09176791A EP2325399B1 (de) 2009-11-23 2009-11-23 Schachtanordnung

Publications (2)

Publication Number Publication Date
EP2325399A1 EP2325399A1 (de) 2011-05-25
EP2325399B1 true EP2325399B1 (de) 2012-04-18

Family

ID=41665293

Family Applications (1)

Application Number Title Priority Date Filing Date
EP09176791A Active EP2325399B1 (de) 2009-11-23 2009-11-23 Schachtanordnung

Country Status (3)

Country Link
EP (1) EP2325399B1 (de)
AT (1) ATE554236T1 (de)
DK (1) DK2325399T3 (de)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2504619C1 (ru) * 2012-07-17 2014-01-20 Александр Васильевич Махалов Люк колодца, регулируемый в процессе эксплуатации по высоте и наклону

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102012217840B3 (de) * 2012-09-28 2014-03-27 Tece Gmbh Teleskopaufsatz für Fettabscheider
DE202014106179U1 (de) 2014-01-09 2015-03-23 Wolfgang Hofmann Höhenverstellbare Straßenkappe
DE102018120623A1 (de) 2018-08-23 2020-02-27 ACO Severin Ahlmann GmbH & Co Kommanditgesellschaft Rahmensystem und Schachtabdeckung
CN113982004B (zh) * 2021-12-24 2022-05-10 太原理工大学 一种锚索-加筋土组合挡土构件及其施工方法
JP7847564B2 (ja) * 2023-05-30 2026-04-17 株式会社クボタケミックス 桝蓋

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4188151A (en) 1977-10-25 1980-02-12 Margaret T. Hall Manhole extension assembly
DK0529178T3 (da) 1991-08-29 1997-07-28 Sk Nvall Tage Støtte til brønddæksel
DE19505130C2 (de) 1995-02-16 1998-10-15 Rexroth Mannesmann Gmbh Unterirdischer Lagerraum
AT404151B (de) 1996-08-30 1998-09-25 Pichler Alois Höhenverstellbarer schachtabschluss
DE19738218C2 (de) 1997-09-02 2000-01-05 Uponor Anger Gmbh Tragrahmen für Kanalabdeckungen, Steigleitungsanordnung und Verfahren zur Herstellung
DE29907296U1 (de) 1999-04-24 1999-07-29 Buderus Guss Gmbh, 35576 Wetzlar Vorrichtung zum Befestigen einer Einstieghilfe
US6196760B1 (en) 1999-06-24 2001-03-06 David Brent Sinclair Adjustment riser
CA2425459C (fr) 2003-04-07 2004-11-02 Guy Boudreau Systeme auto-nivelant
FR2875888B1 (fr) 2004-09-24 2006-12-01 Saint Gobain Pam Sa Garniture d'etancheite et assemblage correspondant

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2504619C1 (ru) * 2012-07-17 2014-01-20 Александр Васильевич Махалов Люк колодца, регулируемый в процессе эксплуатации по высоте и наклону

Also Published As

Publication number Publication date
DK2325399T3 (da) 2012-07-16
EP2325399A1 (de) 2011-05-25
ATE554236T1 (de) 2012-05-15

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