EP0522912B1 - Dichtungsprofil aus Elastomer für Tunnelausbausegmente - Google Patents
Dichtungsprofil aus Elastomer für Tunnelausbausegmente Download PDFInfo
- Publication number
- EP0522912B1 EP0522912B1 EP19920401754 EP92401754A EP0522912B1 EP 0522912 B1 EP0522912 B1 EP 0522912B1 EP 19920401754 EP19920401754 EP 19920401754 EP 92401754 A EP92401754 A EP 92401754A EP 0522912 B1 EP0522912 B1 EP 0522912B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- gasket
- longitudinal
- face
- groove
- cheeks
- 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.)
- Expired - Lifetime
Links
- 238000007789 sealing Methods 0.000 title description 11
- 229920001971 elastomer Polymers 0.000 title description 4
- 239000000806 elastomer Substances 0.000 title description 4
- 230000002093 peripheral effect Effects 0.000 claims description 14
- 239000011449 brick Substances 0.000 claims 8
- 230000000694 effects Effects 0.000 claims 1
- 239000013536 elastomeric material Substances 0.000 claims 1
- 230000006835 compression Effects 0.000 description 4
- 238000007906 compression Methods 0.000 description 4
- 239000012530 fluid Substances 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000004026 adhesive bonding Methods 0.000 description 1
- 230000002301 combined effect Effects 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Images
Classifications
-
- 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 profiled elastomeric seal intended to be laid and fixed, in particular by gluing, in a peripheral groove of a tunnel segment or the like.
- the segments are segments of tube, having a rounded shape and a substantially rectangular or square outline comprising a peripheral groove in which a seal is mounted.
- the peripheral grooves of the segments generally have a trapezoidal section.
- the seals intended to be mounted in these grooves therefore generally comprise two parallel flat faces which are connected together by inclined sides, one of these faces being intended to be applied to the bottom of the peripheral groove of the segment , the inclined flanks being applied to the flanks of the groove of the segment, and the other face of the joint being intended to be applied to the corresponding face of a similar joint mounted in the peripheral groove of an adjacent segment.
- longitudinal grooves and / or channels are formed in the joint and constitute voids allowing the compression and the crushing of the joint in the peripheral groove of the segment when the segments are assembled to each other.
- a seal for this fate is known from European patent application EP-A-0 414 617
- the subject of the invention is a seal meeting these criteria.
- the invention also relates to a joint of this type, which allows a saving of material compared to the joints of the prior art, and which is also simpler to manufacture.
- a profiled elastomer seal for tunnel segments or the like comprising two substantially parallel faces, one of which is intended to be applied to the bottom of a peripheral groove of the segment and the another is intended to be applied to the corresponding face of a similar joint of an adjacent segment, oblique flanks connecting the two faces together, and longitudinal channels formed inside the joint and delimited by longitudinal jambs of support on the bottom of the groove of the segment, characterized in that said other face of the joint has longitudinal undulations whose vertices are substantially in line with said longitudinal channels and whose hollows are substantially in line with the support legs.
- This characteristic of the joint according to the invention is favorable to sealing, in particular when the joints of two adjacent segments are not perfectly aligned and superimposed on each other, which very often happens in practice.
- the corrugations of a joint tend to engage by complementarity of form in the corrugations of the adjacent joint, the tops of the corrugations of a joint being received in the hollows of the corrugations of the other joint , which also makes it possible to avoid or at least reduce the tendency of one joint to slip relative to the other.
- the amplitude of said undulations is a small fraction of the height of the joint in cross section, typically of the order of 10% of this height, or less.
- the longitudinal legs extend between the two faces of the joint obliquely with respect to a median longitudinal plane of symmetry, perpendicular to the face of the applicable joint on the bottom of the groove of the segment.
- Two consecutive longitudinal jambs of the joint have substantially equal obliquities but in opposite directions relative to the plane of symmetry.
- the longitudinal legs forming the inclined sides of the joint converge from the face of the applicable joint on the bottom of the segment groove.
- This particular arrangement of the longitudinal legs of the joint ensures a substantially uniform behavior of the joint during its compression in the peripheral groove of the segment.
- the face of the seal applicable on the bottom of the groove of the segment forms a continuous sole connecting the abovementioned longitudinal legs of the seal to one another.
- This sole connecting the longitudinal legs prevents the latter from lying down during the compression of the joint, it closes the bubbles or cavities which may be formed in the bottom of the peripheral groove of the segment, which avoids the operations of taking up these grooves, and it increases the bonding surface of the joint in the groove and thus allows a better resistance of the joint to deformation and to extrusion or creep. under the combined effects of the compression forces of the joint, the pressure of the fluid and the stresses due to small positioning faults of the segments relative to each other.
- At least one of the sides of the joint comprises a sealing lip applicable on the corresponding side of the groove of the segment.
- This sealing lip is subjected to the pressure of the fluid in respect of which it is necessary to ensure sealing, and is applied by this pressure to the side of the groove of the segment, thereby reinforcing the sealing imparted by the seal.
- the segment 10 is made of concrete, but could also be metallic. Its rectangular or square outline has a trapezoidal-shaped peripheral groove, with a flat bottom 12 and inclined sides 14, in which is mounted a seal 16 profiled in elastomer having a flat face 18 which is applied and glued to the flat bottom. 12 of the groove of the segment, and a substantially parallel face 19 comprising longitudinal undulations, which is connected to the flat face 18 by inclined sides 20.
- These inclined flanks 20 comprise, on the side of the flat face 18 of the joint, a sealing lip 22 cooperating with the corresponding inclined flank 14 of the groove of the segment, this sealing lip 22 comprising an oblique face 24, connected to the flat face 18 of the seal and applicable on the side 14 of the groove, and a flat face 26, parallel to the flat face 18 of the seal and connected at the inclined flank 20 thereof.
- the angles of the sides 14 of the groove of the segment with a perpendicular to the flat bottom 12 of the groove are for example between 12 and 35 °.
- the longitudinal undulations of the other face 19 of the joint are rounded and have vertices 28 alternating with hollows 30, the vertices and hollows being for example formed by arcs of a circle, respectively convex and concave, interconnected by points d 'inflection.
- the amplitude of these longitudinal undulations is relatively small compared to the total height of the joint, and can vary for example between 5 and 15% of this total height.
- the seal according to the invention also comprises longitudinal channels 32, 34, some of which are in the shape of an arch with a rounded top located on the side of the corrugated face 19 of the seal and a flat base located on the side of the flat face 18 of the seal, and the other 34 of which are substantially triangular in shape with a concave rounded base situated on the side of the corrugated face 19 of the seal and with a vertex situated on the side of the opposite flat face of the seal.
- These longitudinal internal channels 32 and 34 have a relatively large height, greater than half the total height of the joint, (for example of the order of 60% of this total height) and are delimited by longitudinal legs 36, 38 which are oblique to the median longitudinal plane 40 which is a plane of symmetry of the joint, perpendicular to the flat face 18 of this joint.
- These longitudinal legs 36, 38 make the same angle in absolute value with this plane of symmetry 40 but this angle is reversed from one leg to the next leg.
- the two outer legs 36 whose outer faces define the sides 20 of the joint, converge from the flat face 18 of the joint, while the two intermediate legs 38 are divergent from this flat face 18, in the example shown .
- the legs 36, 38 are joined together by a sole 40 whose outer face forms the flat face 18 of the joint.
- This face 18 thus extends substantially continuously over the entire flat bottom 12 of the groove of the segment, except possibly at the angles connecting together two rectilinear joint sections.
- these angles can be molded from a hydro-swelling elastomer or having a lower hardness than that of the straight sections of joint. They may also have a smaller cross-sectional area than that of the joint sections.
- the rounded tops 28 of the undulations of the face 19 of the joint and the corresponding rounded ends of the channels 32, 34 have concordant positions, the tops 28 of the undulations being in line with the rounded ends of the channels 32, 34, while the hollows 30 of the corrugations are in line with the longitudinal legs 38.
- the formation of the hollows 30 of the undulations results in a saving of material which does not degrade the qualities of the joint, since these hollows 30 are formed substantially at the ends of the support legs 38, that is to say at the level of a relatively thick solid part of the joint.
- the seals 16 of their peripheral grooves are in contact with one another and are compressed inside these peripheral grooves.
- the tops of the corrugations of one come to lodge in the hollows of the corrugations of the other, which improves the sealing and prevents the sliding of a joint on the 'other.
- the sealing lips 26 provided on the sides of the seals also contribute to improving the general sealing.
- the joint according to the invention may comprise more than two channels 32 in the form of an arch and more than one channel 34 in the form of a triangle, the number of triangular channels 34 being one unit less than that of the channels 32 in the shape of an arch.
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Lining And Supports For Tunnels (AREA)
- Gasket Seals (AREA)
Claims (11)
- Dichtungsprofil aus Elastomer für einen Tunnelgewölbestein oder ähnliches, umfassend zwei im wesentlichen parallele Flächen (18, 19), von denen die eine dazu bestimmt ist, auf den Boden (12) einer Umfangsnut des Gewölbesteins (10) aufgelegt zu werden, und von denen die andere dazu bestimmt ist, auf die entsprechende Fläche einer ähnlichen Dichtung eines benachbarten Gewölbesteins aufgelegt zu werden, mit schrägen Flanken (20), welche die beiden Flächen miteinander verbinden, und mit Längskanälen (32, 34), die im Inneren der Dichtung ausgebildet und von Längspfosten (36, 38) zur Abstützung auf dem Boden der Nut des Gewölbesteins begrenzt sind, dadurch gekennzeichnet, daß die besagte andere Fläche (19) der Dichtung Längswellen hat, deren Scheitel (28) im wesentlichen nahe bei den Längskanälen (32, 34) sind und deren Mulden (30) im wesentlichen nahe bei den Abstützungspfosten (38) sind.
- Dichtung gemäß Anspruch 1, dadurch gekennzeichnet, daß die besagten Wellen im Querschnitt der Dichtung von konvexen Kreisbögen gebildet sind, welche die vorgenannten Scheitel (28) bilden, die mit konkaven Kreisbögen verbunden sind, welche die vorgenannten Mulden (30) bilden.
- Dichtung gemäß Anspruch 1 oder 2, dadurch gekennzeichnet, daß die Amplitude der besagten Wellen ein geringer Bruchteil der Höhe der Dichtung im Querschnitt ist.
- Dichtung gemäß einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß sich die Längspfosten (36, 38) zwischen den beiden Flächen der Dichtung schräg mit Bezug auf eine Symmetrie-Längsmittelebene (40) erstrecken, die senkrecht zu der Fläche (18) der Dichtung ist, welche auf den Boden der Nut des Gewölbesteins auflegbar ist.
- Dichtung gemäß Anspruch 4, dadurch gekennzeichnet, daß zwei aufeinanderfolgende Längspfosten (36, 38) im wesentlichen gleiche Schrägen haben, aber von entgegengesetztem Sinn mit Bezug auf die Symmetrieebene (40).
- Dichtung gemäß Anspruch 4 oder 5, dadurch gekennzeichnet, daß die Längspfosten (36), welche die geneigten Flanken der Dichtung bilden, ausgehend von der Fläche (18) der Dichtung, die auf den Boden der Nut des Gewölbesteins auflegbar ist, konvergent sind.
- Dichtung gemäß einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß die Längspfosten (36, 38) eine im wesentlichen konstante Dicke haben.
- Dichtung gemäß einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß die Längskanäle (32, 34), welche durch die erwähnten Pfosten begrenzt sind, eine Höhe haben, die wenigstens gleich der Hälfte der Höhe der Dichtung ist.
- Dichtung gemäß einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß die Kanäle, welche durch die Längspfosten begrenzt sind, im Wechsel eine Form eines Bogens mit gerundetem Scheitel, der nach der gewellten Fläche (19) der Dichtung zu gerichtet ist, und eine im wesentlichen dreieckige Form mit gerundeter Basis, die nach dieser gewellten Fläche (19) der Dichtung zu gerichtet ist, haben.
- Dichtung gemäß einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß ihre Fläche (18), die auf den Boden der Nut des Gewölbesteins auflegbar ist, eine ununterbrochene Unterlage (40) bildet, welche die Längspfosten (36, 38) untereinander verbindet.
- Dichtung gemaß einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß wenigstens eine ihrer Flanken (20) eine Dichtungslippe (22) umfaßt, die auf die entsprechende Flanke (14) der Nut des Gewölbesteins auflegbar ist.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR9108837 | 1991-07-12 | ||
FR9108837A FR2678982B1 (fr) | 1991-07-12 | 1991-07-12 | Joint d'etancheite profile en elastomere pour voussoir de tunnel. |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0522912A1 EP0522912A1 (de) | 1993-01-13 |
EP0522912B1 true EP0522912B1 (de) | 1995-10-18 |
Family
ID=9415056
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP19920401754 Expired - Lifetime EP0522912B1 (de) | 1991-07-12 | 1992-06-23 | Dichtungsprofil aus Elastomer für Tunnelausbausegmente |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP0522912B1 (de) |
DE (2) | DE522912T1 (de) |
ES (1) | ES2037648T1 (de) |
FR (1) | FR2678982B1 (de) |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2712655B1 (fr) * | 1993-11-19 | 1996-02-02 | Tuyaux Bonna | Joint d'étanchéité. |
AU734698B2 (en) * | 1995-02-01 | 2001-06-21 | Phoenix Aktiengesellschaft | Seal arrangement for tubular tunnel segments |
NL1000310C2 (nl) * | 1995-05-04 | 1996-11-05 | Trelleborg Bakker B V | Afdichtprofiel voor bouwsegmenten, in het bijzonder tunnelsegmenten. |
JP2002510368A (ja) * | 1997-07-08 | 2002-04-02 | フェニックス アクチエンゲゼルシャフト | トンネルセグメント用のシール構成 |
DE19937344C1 (de) * | 1999-08-11 | 2001-02-22 | Franz Baumgartner | Druckausgleichsring |
DK1302626T3 (da) | 2001-10-11 | 2006-04-03 | Daetwyler Ag | Tætningsprofil til tunnelsegmenter |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT337764B (de) * | 1974-12-02 | 1977-07-25 | Semperit Ag | Wandverkleidung |
DE3829286A1 (de) * | 1987-09-05 | 1989-03-23 | Phoenix Ag | Dichtungsprofil fuer tunnel-segmente |
US5074711A (en) * | 1989-08-19 | 1991-12-24 | Phoenix Ag | Profiled seal for tunnel segments |
FR2651275B1 (fr) * | 1989-08-25 | 1991-12-06 | Joint Francais | Joint d'etancheite profile en elastomere pour voussoir de tunnel. |
-
1991
- 1991-07-12 FR FR9108837A patent/FR2678982B1/fr not_active Expired - Fee Related
-
1992
- 1992-06-23 EP EP19920401754 patent/EP0522912B1/de not_active Expired - Lifetime
- 1992-06-23 DE DE1992401754 patent/DE522912T1/de active Pending
- 1992-06-23 DE DE69205506T patent/DE69205506D1/de not_active Expired - Lifetime
- 1992-06-23 ES ES92401754T patent/ES2037648T1/es active Pending
Also Published As
Publication number | Publication date |
---|---|
DE69205506D1 (de) | 1995-11-23 |
EP0522912A1 (de) | 1993-01-13 |
FR2678982A1 (fr) | 1993-01-15 |
FR2678982B1 (fr) | 1993-11-05 |
DE522912T1 (de) | 1993-07-08 |
ES2037648T1 (es) | 1993-07-01 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP0387150B1 (de) | Statische Abdichtung | |
EP1637780B9 (de) | Dichtung mit mindestens einem Wulst mit integriertem Begrenzer | |
CA2661126A1 (fr) | Conduite flexible de transport d'hydrocarbures comportant une carcasse de conduite tubulaire en feuillard agrafe | |
FR3006029A1 (fr) | Ensemble pour la realisation d'un joint filete pour le forage et l'exploitation des puits d'hydrocarbures et joint filete resultant | |
FR2784435A1 (fr) | Bague ou joint d'etancheite metallique pour conditions de faible charge | |
EP0522912B1 (de) | Dichtungsprofil aus Elastomer für Tunnelausbausegmente | |
FR2590318A1 (fr) | Joint d'etancheite profile pour segments de tubes de tunnels | |
FR2576659A1 (fr) | Joint d'etancheite profile pour segments en beton de tubes pour tunnels | |
EP2683966B1 (de) | Semigewellte dichtung | |
EP2097705B1 (de) | Plattenwärmetauscher | |
FR2585068A1 (fr) | Profil de joint pour segments de tubes constituant des tunnels | |
CA2933794A1 (fr) | Pneumatique sillonneur | |
EP0306581B1 (de) | Dichtungselement für Tunnelausbausegmente | |
EP0432032B1 (de) | Dichtungsprofil für Tunnelausbausegmente | |
EP0414617B1 (de) | Profildichtung aus Elastomer für Tunnelgewölbe | |
EP0488879B1 (de) | Statische Abdichtung | |
FR2502724A1 (fr) | Joint d'etancheite annulaire | |
EP0443903B1 (de) | Herstellungsverfahren eines Dichtungsringes und nach einem solchen Verfahren gewonnenes Produkt | |
FR2666393A1 (fr) | Garniture d'etancheite. | |
FR2623871A1 (fr) | Dispositif d'etancheite en particulier pour le plongeur d'une pompe de pulverisation pour la distribution de produits liquides | |
FR2559542A1 (fr) | Voussoir de cuvelage en fonte et assemblage etanche en comportant application | |
FR2522718A1 (fr) | Joint d'etancheite pour vitrage | |
FR3029257A1 (fr) | Joint d'etancheite comprenant une forme continuellement variable et des barrettes laterales de maintien | |
FR2987663A1 (fr) | Joint d'etancheite | |
FR2577952A1 (fr) | Joint d'ouvrage routier a garnitures d'etancheite modulaires et garniture d'etancheite modulaire pour la realisation d'un tel joint |
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 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): BE DE ES GB IT LU NL SE |
|
ITCL | It: translation for ep claims filed |
Representative=s name: RICCARDI SERGIO & CO. |
|
GBC | Gb: translation of claims filed (gb section 78(7)/1977) | ||
TCNL | Nl: translation of patent claims filed | ||
REG | Reference to a national code |
Ref country code: ES Ref legal event code: BA2A Ref document number: 2037648 Country of ref document: ES Kind code of ref document: T1 |
|
DET | De: translation of patent claims | ||
17P | Request for examination filed |
Effective date: 19930702 |
|
17Q | First examination report despatched |
Effective date: 19941216 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): BE DE ES GB IT LU NL SE |
|
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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 19951018 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 PRE;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.SCRIBED TIME-LIMIT Effective date: 19951018 Ref country code: GB Effective date: 19951018 |
|
REF | Corresponds to: |
Ref document number: 69205506 Country of ref document: DE Date of ref document: 19951123 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SE Effective date: 19960118 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DE Effective date: 19960119 |
|
NLV1 | Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act | ||
GBV | Gb: ep patent (uk) treated as always having been void in accordance with gb section 77(7)/1977 [no translation filed] |
Effective date: 19951018 |
|
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 NON-PAYMENT OF DUE FEES Effective date: 19960624 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 19960630 Ref country code: BE Effective date: 19960630 |
|
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 | ||
BERE | Be: lapsed |
Owner name: LE JOINT FRANCAIS Effective date: 19960630 |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FD2A Effective date: 20030203 |