EP0255600A1 - Profil d'étanchéité pour segments des tuyaux de tunnel - Google Patents

Profil d'étanchéité pour segments des tuyaux de tunnel Download PDF

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Publication number
EP0255600A1
EP0255600A1 EP87109155A EP87109155A EP0255600A1 EP 0255600 A1 EP0255600 A1 EP 0255600A1 EP 87109155 A EP87109155 A EP 87109155A EP 87109155 A EP87109155 A EP 87109155A EP 0255600 A1 EP0255600 A1 EP 0255600A1
Authority
EP
European Patent Office
Prior art keywords
profile
sealing profile
groove
grooves
profile 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.)
Granted
Application number
EP87109155A
Other languages
German (de)
English (en)
Other versions
EP0255600B1 (fr
Inventor
Siegfried Glang
Werner Dr.-Ing. Grabe
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.)
Phoenix AG
Original Assignee
Phoenix AG
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 Phoenix AG filed Critical Phoenix AG
Priority to AT87109155T priority Critical patent/ATE60646T1/de
Publication of EP0255600A1 publication Critical patent/EP0255600A1/fr
Application granted granted Critical
Publication of EP0255600B1 publication Critical patent/EP0255600B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E02D29/16—Arrangement or construction of joints in foundation structures
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/38—Waterproofing; Heat insulating; Soundproofing; Electric insulating
    • E21D11/385—Sealing means positioned between adjacent lining members

Definitions

  • the invention relates to a sealing profile according to the preamble of claim 1.
  • the object of the invention is therefore to develop a sealing profile for segments of tunnel tubes, which satisfies requirements 1 and 2, in particular requirements 3 and 4 in a satisfactory manner in order to reliably seal tunnels with a depth of more than 100 m in the long term .
  • This object is achieved by a sealing profile with the characterizing features of claim 1.
  • the continuous web leads to a concentration of the reaction force mobilized when the profile is pressed onto this web with the result of a stress concentration and thus an increased sealing effect.
  • the stress relaxation also occurs significantly less with this bridge without hole weakening.
  • the two segments (1) and (2) each have a groove (3) and (4).
  • Two sealing profiles are glued into these grooves. In the assembled state, the profiles touch each other back to back, the profile back being flat.
  • Each of these profiles has four groove grooves (5) to (8) on the base side.
  • the profile has two channels (9) and (10) and a central continuous and load-bearing web (11).
  • the arrangement of four groove grooves creates two further webs (12) and (13), which are reduced in their load-bearing capacity by the channels (9) and (10) arranged here in order to generate a stress peak in the central web (11). If the profiles are pressed against each other by screwing the segments (1) and (2) together, the reaction force generated is concentrated in the solid, continuous webs (11), with the result of a high contact tension and sealing effect between the profiles.
  • FIG. 2 also shows a profile with a flat profile back. Between the middle groove (14) and the two outer grooves (15) and (16) there is a continuous web (17) and (18). Above the two outer grooves (15) and (16), which extend into the corner area of the profile, a uniform channel (19) and (20) are arranged, with the center of the channels at the height of the upper edge of the central groove ( 14) lies.
  • Fig. 3a there are two glued sealing profiles in the grooves (3) and (4) of the two segments (1) and (2).
  • the back of the profiles has an elevation (21), which creates an uneven profile back.
  • the height of the elevation is approximately 2.5 mm.
  • the arrangement of the elevation further reduces the contact width of two opposing profiles, in particular when the two profile axes are offset from one another in the event of inevitable assembly inaccuracies.
  • 3a also has three uniform groove grooves (22), (23) and (24), which are at the same distance from one another.
  • the elevation (21) in the back of the profile is arranged in the direction of action of the two continuous webs (25) and (26).
  • the rise (27) of the elevation (21) here is approximately equal to the rise of the side flank (28). Between the outer grooves (22) and (24) and the lateral profile edges there is in each case a uniform channel (29) and (30), the center of the channels being at the height of the upper edge of the three groove grooves. If the profiles are pressed against each other by screwing the segments (1) and (2) together, the reaction force generated is concentrated in the solid, continuous webs (25) and (26) with the result of a high contact tension and sealing effect between the profiles .
  • FIGS. 3a, b shows the same profile as in FIGS. 3a, b with regard to the number and arrangement of the groove grooves and channels.
  • the profile here also has two further elevations (21b) and 21c) at the edges of the profile back.
  • the elevation (21b) and (21c) here have the same rise angle as the flanks (28). With these edge elevations, an effective seal is achieved even with extreme offsets of the profiles.
  • Fig. 5 also shows a profile with uneven profile back, which is formed by the elevation (32).
  • the rise (33) of this elevation does not have the same rise angle as the side flank (34).
  • the elevation (32) is formed without transition, d. H. without the presence of an intermediate stage.
  • the central groove (35) and the two outer grooves (36) and (37) there is a continuous web (38) and (39).
  • this profile has a uniform channel (40) or (41) laterally offset.
  • All profiles consist of a rubber mixture based on polychloroprene, EPDM, nitrile rubber or other types of rubber that are resistant to swelling, weathering and chemicals.
  • Shore A hardness is usually between 35 and 80 °.
  • Each segment (1) or (2) receives a suitable frame made of four joined sealing profiles, whereby the four frame corners of the seal are manufactured using the injection molding process. During this process, the channels are usually closed with conical plugs.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Gasket Seals (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)
  • Branch Pipes, Bends, And The Like (AREA)
  • Joints With Pressure Members (AREA)
  • Joints With Sleeves (AREA)
  • Joints Allowing Movement (AREA)
EP87109155A 1986-08-08 1987-06-25 Profil d'étanchéité pour segments des tuyaux de tunnel Expired - Lifetime EP0255600B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT87109155T ATE60646T1 (de) 1986-08-08 1987-06-25 Dichtungsprofil fuer segmente von tunnelroehren.

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE3626890 1986-08-08
DE3626891 1986-08-08
DE3626891 1986-08-08
DE3626890 1986-08-08

Publications (2)

Publication Number Publication Date
EP0255600A1 true EP0255600A1 (fr) 1988-02-10
EP0255600B1 EP0255600B1 (fr) 1991-01-30

Family

ID=25846377

Family Applications (1)

Application Number Title Priority Date Filing Date
EP87109155A Expired - Lifetime EP0255600B1 (fr) 1986-08-08 1987-06-25 Profil d'étanchéité pour segments des tuyaux de tunnel

Country Status (7)

Country Link
US (1) US4824289A (fr)
EP (1) EP0255600B1 (fr)
AT (1) ATE60646T1 (fr)
DE (2) DE3767803D1 (fr)
ES (1) ES2021304B3 (fr)
GR (1) GR3001679T3 (fr)
NO (1) NO164733C (fr)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0340659A1 (fr) 1988-05-04 1989-11-08 Phoenix Aktiengesellschaft Joint pouvant être activé, en particulier pour anneaux de cuvelage
EP0368174A1 (fr) * 1988-11-09 1990-05-16 Phoenix Aktiengesellschaft Joint d'étanchéité pour segments de revêtement de tunnels
EP0414137A1 (fr) * 1989-08-19 1991-02-27 Phoenix Aktiengesellschaft Profilé d'étanchéité pour segments de tunnel
US5044823A (en) * 1988-12-22 1991-09-03 C.E. Heinke & Company Limited Relating to seals
GB2241973A (en) * 1990-03-16 1991-09-18 Costain Building Prod Waterproofing of tunnel lining
EP0534277A1 (fr) 1991-09-21 1993-03-31 Phoenix Aktiengesellschaft Joint d'étanchéité pour segments de revêtements de tunnels
WO1993014917A1 (fr) * 1992-01-28 1993-08-05 Phoenix Aktiengesellschaft Dispositif et procede de fabrication de coins de cadres d'etancheite
US5648036A (en) * 1992-01-28 1997-07-15 Phoenix Aktiengesellschaft Device and process for producing the corners of sealing frames

Families Citing this family (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2600695B1 (fr) * 1986-06-27 1991-03-15 Daetwyler France Panneau de mur-rideau a systeme d'etancheite, systeme d'etancheite, et profile correspondant
FR2632683B1 (fr) * 1988-06-08 1990-08-24 Snecma Structure d'etancheite statique pour commande hydromecanique de turbomachine
US5222745A (en) * 1992-02-28 1993-06-29 Jmk International, Inc. RTV-less gasket assembly
DE59406995D1 (de) 1993-01-14 1998-11-05 Phoenix Ag Dichtungsprofil für tunnelrohrsegmente, insbesondere für einschwimmelemente
US5439319A (en) * 1993-08-12 1995-08-08 Carlisle Coatings & Water Proofing, Incorporated Tunnel barrier system and method of installing the same
ES2132879T3 (es) * 1995-02-01 1999-08-16 Phoenix Ag Guarnicion de estanqueidad, sobre todo para los segmentos tubulares de tuneles.
DE69600492T2 (de) * 1995-03-01 1999-04-29 Phoenix Ag, 21079 Hamburg Dichtung und ihr herstellungsverfahren
CN1095923C (zh) * 1998-07-08 2002-12-11 凤凰股份有限公司 密封装置
AU4229601A (en) 2000-03-30 2001-10-15 Phoenix Ag Sealing assembly for tunnel construction sections
EP1302626B1 (fr) 2001-10-11 2005-12-07 Dätwyler AG Schweizerische Kabel-, Gummi- und Kunststoffwerke Joint d'étanchéité pour segments de tunnel
DE102009015232A1 (de) * 2009-04-01 2010-10-07 Phoenix Dichtungstechnik Gmbh Dichtanordnung für Schacht- und Tunnelbauten
FR2950906B1 (fr) * 2009-10-02 2014-08-22 Lohr Ind Elements plats prefabriques a assembler en succession lineaire et sensiblement coplanaire
US8795777B2 (en) * 2010-02-04 2014-08-05 Contech Engineered Solutions LLC Mine shaft liner plate system and method
EP2598704A4 (fr) 2010-07-30 2016-02-24 Fci Holdings Delaware Inc Barrage de mine technique
US20140196394A1 (en) 2013-01-11 2014-07-17 Chatsworth Products, Inc. Modular thermal isolation barrier for data processing equipment structure
CN103321655B (zh) * 2013-06-27 2015-05-13 辽宁工程技术大学 一种具有水平让压吸能作用的巷道底板加固方法
US9556734B2 (en) 2014-01-08 2017-01-31 Csi Tunnel Systems Tunnel segment cross gasket
US9404227B2 (en) * 2014-06-13 2016-08-02 Newpark Mats & Integrated Services Llc Load-supporting surface with interfacing gap seal members and related apparatus and methods
CN110924687B (zh) * 2019-11-04 2020-12-15 北京城建设计发展集团股份有限公司 基于形心跟踪和缝宽控制的预制装配式构件张拉方法

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2513365B2 (de) * 1975-03-26 1977-01-27 Ruhrkohle Ag, 4300 Essen Anordnung zur abdichtung der fugen von stahlbetontuebbingausbau
DE2642104A1 (de) * 1976-09-18 1978-03-23 Thyssen Industrie Tuebbing fuer die auskleidung von tunneln
DE2850818A1 (de) * 1977-11-23 1979-05-31 Vredestein Nv Profiliertes dichtungselement, insbesondere fuer aus segmenten aufgebaute tunnel
GB2124277A (en) * 1982-06-25 1984-02-15 Nippon Zenith Pipe Arched precast concrete culvert
DE2833345C2 (de) * 1978-07-29 1985-03-28 Phoenix Ag, 2100 Hamburg Dichtungsprofil für Tübbings
DE8502036U1 (de) * 1985-01-26 1985-08-22 Phoenix Ag, 2100 Hamburg Dichtungsprofil für Betonsegmente von Tunnelröhren
DE8521068U1 (de) * 1985-07-20 1985-09-19 Phoenix Ag, 2100 Hamburg Dichtungsprofil für Betonsegmente von Tunnelröhren
DE3414180A1 (de) * 1984-04-14 1985-10-24 Georg Prinzing GmbH & Co KG Betonformen- und Maschinenfabrik, 7902 Blaubeuren Dichtungseinrichtung fuer aneinanderstossende, zumindest etwa rohrfoermige bauteile, insbesondere fuer betonformteile
DE8532264U1 (de) * 1985-11-15 1986-03-06 Phoenix Ag, 2100 Hamburg Dichtungsprofil für Segmente von Tunnelröhren

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH629869A5 (de) * 1978-03-23 1982-05-14 Daetwyler Ag Fugendichtung mit dichtungsstreifen bei stossfugen zwischen einzelnen bauelementen.
DE3008711A1 (de) * 1980-03-07 1981-09-17 Philipp Holzmann Ag, 6000 Frankfurt Gelenkige verbindung von tuebbingen

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2513365B2 (de) * 1975-03-26 1977-01-27 Ruhrkohle Ag, 4300 Essen Anordnung zur abdichtung der fugen von stahlbetontuebbingausbau
DE2642104A1 (de) * 1976-09-18 1978-03-23 Thyssen Industrie Tuebbing fuer die auskleidung von tunneln
DE2850818A1 (de) * 1977-11-23 1979-05-31 Vredestein Nv Profiliertes dichtungselement, insbesondere fuer aus segmenten aufgebaute tunnel
DE2833345C2 (de) * 1978-07-29 1985-03-28 Phoenix Ag, 2100 Hamburg Dichtungsprofil für Tübbings
GB2124277A (en) * 1982-06-25 1984-02-15 Nippon Zenith Pipe Arched precast concrete culvert
DE3414180A1 (de) * 1984-04-14 1985-10-24 Georg Prinzing GmbH & Co KG Betonformen- und Maschinenfabrik, 7902 Blaubeuren Dichtungseinrichtung fuer aneinanderstossende, zumindest etwa rohrfoermige bauteile, insbesondere fuer betonformteile
DE8502036U1 (de) * 1985-01-26 1985-08-22 Phoenix Ag, 2100 Hamburg Dichtungsprofil für Betonsegmente von Tunnelröhren
DE8521068U1 (de) * 1985-07-20 1985-09-19 Phoenix Ag, 2100 Hamburg Dichtungsprofil für Betonsegmente von Tunnelröhren
DE8532264U1 (de) * 1985-11-15 1986-03-06 Phoenix Ag, 2100 Hamburg Dichtungsprofil für Segmente von Tunnelröhren

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0340659A1 (fr) 1988-05-04 1989-11-08 Phoenix Aktiengesellschaft Joint pouvant être activé, en particulier pour anneaux de cuvelage
EP0368174A1 (fr) * 1988-11-09 1990-05-16 Phoenix Aktiengesellschaft Joint d'étanchéité pour segments de revêtement de tunnels
US5044823A (en) * 1988-12-22 1991-09-03 C.E. Heinke & Company Limited Relating to seals
EP0414137A1 (fr) * 1989-08-19 1991-02-27 Phoenix Aktiengesellschaft Profilé d'étanchéité pour segments de tunnel
GB2241973A (en) * 1990-03-16 1991-09-18 Costain Building Prod Waterproofing of tunnel lining
GB2241973B (en) * 1990-03-16 1993-12-22 Costain Building Prod Waterproofing of tunnel lining
EP0534277A1 (fr) 1991-09-21 1993-03-31 Phoenix Aktiengesellschaft Joint d'étanchéité pour segments de revêtements de tunnels
WO1993014917A1 (fr) * 1992-01-28 1993-08-05 Phoenix Aktiengesellschaft Dispositif et procede de fabrication de coins de cadres d'etancheite
US5648036A (en) * 1992-01-28 1997-07-15 Phoenix Aktiengesellschaft Device and process for producing the corners of sealing frames

Also Published As

Publication number Publication date
EP0255600B1 (fr) 1991-01-30
NO164733B (no) 1990-07-30
GR3001679T3 (en) 1992-11-23
US4824289A (en) 1989-04-25
DE3767803D1 (de) 1991-03-07
ATE60646T1 (de) 1991-02-15
NO164733C (no) 1990-11-14
DE3720919A1 (de) 1988-02-11
ES2021304B3 (es) 1991-11-01
NO873319D0 (no) 1987-08-07
NO873319L (no) 1988-02-09

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