EP0648916A1 - Profile strip made from flexible sealing material - Google Patents
Profile strip made from flexible sealing material Download PDFInfo
- Publication number
- EP0648916A1 EP0648916A1 EP94810322A EP94810322A EP0648916A1 EP 0648916 A1 EP0648916 A1 EP 0648916A1 EP 94810322 A EP94810322 A EP 94810322A EP 94810322 A EP94810322 A EP 94810322A EP 0648916 A1 EP0648916 A1 EP 0648916A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- hollow channel
- sealing material
- flexible sealing
- profile strip
- strip made
- 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
Links
- 239000003566 sealing material Substances 0.000 title claims abstract description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 7
- 238000007789 sealing Methods 0.000 claims abstract description 5
- 229920001971 elastomer Polymers 0.000 claims abstract description 4
- 239000005060 rubber Substances 0.000 claims abstract description 4
- 239000004744 fabric Substances 0.000 claims abstract description 3
- 239000000835 fiber Substances 0.000 claims abstract description 3
- 230000000149 penetrating effect Effects 0.000 claims abstract 2
- 229920003023 plastic Polymers 0.000 claims abstract 2
- 239000004033 plastic Substances 0.000 claims abstract 2
- 238000010276 construction Methods 0.000 claims description 2
- 230000007704 transition Effects 0.000 claims description 2
- 229920012485 Plasticized Polyvinyl chloride Polymers 0.000 claims 1
- 230000002146 bilateral effect Effects 0.000 claims 1
- 239000000463 material Substances 0.000 abstract description 5
- 229920000915 polyvinyl chloride Polymers 0.000 abstract 1
- 239000004800 polyvinyl chloride Substances 0.000 abstract 1
- 239000000853 adhesive Substances 0.000 description 3
- 230000001070 adhesive effect Effects 0.000 description 3
- 239000004567 concrete Substances 0.000 description 3
- 239000004821 Contact adhesive Substances 0.000 description 2
- VEXZGXHMUGYJMC-UHFFFAOYSA-M Chloride anion Chemical compound [Cl-] VEXZGXHMUGYJMC-UHFFFAOYSA-M 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000010339 dilation Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 229920002457 flexible plastic Polymers 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 229920003052 natural elastomer Polymers 0.000 description 1
- 229920001194 natural rubber Polymers 0.000 description 1
- 239000003960 organic solvent Substances 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000000565 sealant Substances 0.000 description 1
- 239000002904 solvent Substances 0.000 description 1
- 229920003051 synthetic elastomer Polymers 0.000 description 1
- 239000005061 synthetic rubber 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
- E21D11/383—Waterproofing; Heat insulating; Soundproofing; Electric insulating by applying waterproof flexible sheets; Means for fixing the sheets to the tunnel or cavity wall
Definitions
- the flexible sealing strip according to the present invention offers a remedy for this problem in that it both prevents the direct penetration of seepage water into the tunnel interior in the region of the joints and also enables the seepage water to drain into the longitudinal channels running to the side of the tunnel floor. This is achieved by gluing a profile strip made of flexible sealing material shaped along the joint to the inner wall of two adjacent elements of the tunnel lining, so that the channel preformed in the profile runs from one lateral drainage channel to the other along the entire length of the joint.
- the leachate can run freely in the cavity of the profile on both sides to the lowest point of the joint and is completely absorbed by the side drainage channels.
- the flexible profile strip consists of two flat side parts (1) lying in one plane, which between them include a hollow channel (3, 5) which is arranged below this plane and is open on one side upwards.
- the hollow channel normally has the shape of a cylindrical one open at the top Pipe, the walls of which are seamlessly connected to one of the two side parts in the area of the opening. In other embodiments, however, it can also have a polygonal cross section, e.g. be rectangular.
- the material for the flexible sealing strip is primarily a dimensionally stable material of sufficient flexibility, which, under the conditions prevailing in tunnel construction, maintains its impermeability to water over longer periods of time and also has sufficient strength with respect to any displacements of the components.
- Suitable is e.g. Rubber in a quality protected against oxidation and aging.
- the rubber can optionally also be reinforced with fiber or fabric inserts.
- water-resistant flexible plastics such as, for example, plasticized polvinyl chloride
- the two flat side parts are provided on their upper side facing away from the hollow channel for the adhesive connection with the elements of the tunnel lining.
- the surface provided for the adhesive connection is advantageously provided with ribs, which bring about better adhesion to the surface of the structure.
- Contact adhesive is advantageously used as the adhesive. These consist of a solution of natural or synthetic rubber in a volatile organic solvent. The contact adhesive is applied to the dry surfaces on both sides; After the solvent has evaporated, the parts to be glued are put together and then stick immediately.
- the side parts and the tubular middle part of the flexible profile strip consist of one piece and are therefore seamlessly connected to each other.
- the essentially rectangular transition (4) between the side and middle parts is somewhat reduced in thickness and thereby facilitates the change in the angle between the middle and side parts resulting from the narrowing and widening of the joint.
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)
- Sealing Devices (AREA)
- Sealing Material Composition (AREA)
Abstract
Description
Es ist üblich, Bahn- und Strassentunnel mit einer Auskleidung aus Eisenbeton zu versehen. Damit diese röhrenförmige Auskleidung etwaigen Bewegungen des Berges ungehindert nachgeben, und die durch Temperaturschwankungen und Bewegungen im Berg verursachten Längenänderungen ausgleichen kann, wird sie stets in einzelne Abschnitte unterteilt. Die Abschnitte von durchnittlich 15 m Länge werden entweder nach üblichen Verfahren an Ort und Stelle erstellt oder auch als Fertigelemente in das vorbereitete Tunnelprofil eingebracht. Zwischen den einzelnen Auskleidungselementen wird eine Dilatationsfuge offen gelassen, deren Breite je nach herrschender Temperatur etwa zwischen 1 und 15 mm schwanken kann.It is common to provide rail and road tunnels with a reinforced concrete lining. In order for this tubular lining to give way freely to any movements of the mountain and to compensate for the changes in length caused by temperature fluctuations and movements in the mountain, it is always divided into individual sections. The sections with an average length of 15 m are either created on site using customary methods or are also inserted as prefabricated elements in the prepared tunnel profile. A dilation joint is left open between the individual lining elements, the width of which can vary between 1 and 15 mm, depending on the prevailing temperature.
Während das Innere des Tunnels im Bereich der Betonauskleidung vor eindringendem Sickerwasser vollkommen geschützt ist, verbleibt im Bereich der Fugen zwischen den Auskleidungselementen jeweils eine offene Stelle, an welcher im Berg stets vorhandenes Sickerwasser ungehindert eindringen kann und aus der Fuge senkrecht nach unten tropft. Dies kann z.B. durch Einbringen einer Dichtungsmasse in die Fugen verhindert werden. Diese Art von Abdichtung besitzt jedoch verschiedene Nachteile: So ist es z.B. schwierig oder gar unmöglich, eine Dichtungsmasse zu finden, welche den Aenderungen der Fugenbreite infolge der Temperaturschwankungen standhält, ohne zu zerreissen oder sich vom Material der Auskleidungselemente zu lösen. Zudem sollte zwischen der Fugenauskleidung und dem darunterliegenden Felsmaterial ein Kanal offenbleiben, durch welchen das sich ansammelnde Sickerwasser entlang der Tunnelwand nach unten abfliessen kann.While the interior of the tunnel in the area of the concrete lining is completely protected from the ingress of leachate, an open area remains in the area of the joints between the liner elements, where leachate that is always present in the mountain can penetrate unhindered and drips vertically downwards from the joint. This can be prevented, for example, by introducing a sealing compound into the joints. However, this type of seal has several disadvantages: For example, it is difficult or even impossible to find a sealant that can withstand the changes in joint width due to temperature fluctuations, without tearing or detaching from the material of the lining elements. In addition, a channel should remain open between the joint lining and the rock material underneath, through which the accumulating leachate can flow down along the tunnel wall.
Der flexible Dichtungsstreifen gemäss der vorliegenden Erfindung bietet eine Abhilfe für dieses Problem, indem er im Bereich der Fugen sowohl das direkte Eindringen von Sickerwasser ins Tunnelinnere verhindert als auch dem Sickerwasser einen Ablauf in die seitlich des Tunnelbodens verlaufenden Längskanäle ermöglicht. Dies wird dadurch erreicht, dass man entlang der Fuge einen gemäss dem Patentanspruch 1 geformten Profilstreifen aus flexiblem Dichtungsmaterial auf die Innenwand zweier benachbarter Elemente der Tunnelauskleidung aufklebt, derart dass der im Profil vorgeformte Kanal entlang der gesamten Fugenlänge von einem seitlichen Abflusskanal zum andern verläuft. Das Sickerwasser kann somit im Hohlraum des Profils auf beiden Seiten ungehindert bis zum tiefsten Punkt der Fuge ablaufen und wird vollständig von den seitlichen Ablaufkanälen aufgenommen.The flexible sealing strip according to the present invention offers a remedy for this problem in that it both prevents the direct penetration of seepage water into the tunnel interior in the region of the joints and also enables the seepage water to drain into the longitudinal channels running to the side of the tunnel floor. This is achieved by gluing a profile strip made of flexible sealing material shaped along the joint to the inner wall of two adjacent elements of the tunnel lining, so that the channel preformed in the profile runs from one lateral drainage channel to the other along the entire length of the joint. The leachate can run freely in the cavity of the profile on both sides to the lowest point of the joint and is completely absorbed by the side drainage channels.
Der flexible Profilstreifen besteht gemäss dem Patentanspruch 1 aus zwei in einer Ebene liegenden flachen Seitenteilen (1), die zwischen sich einen unterhalb dieser Ebene angeordneten, nach oben einseitig offenen Hohlkanal (3,5 ) einschliessen Der Hohlkanal besitzt normalerweise die Form eines oben offenen zylindrischen Rohres, dessen Wände im Bereich der Oeffnung mit je einem der beiden Seitenteile fugenlos verbunden sind. Er kann aber in andern Ausführungsformen auch mit polygonartigem Querschnitt, z.B. rechteckig ausgeführt sein.According to
Als Material für den flexiblen Dichtungsstreifen ist in erster Linie ein formbeständiges Material von genügender Flexibilität geeignet, welches unter den im Tunnelbau herrschenden Verhältnissen seine Undurchlässigkeit gegen Wasser über längere Zeiträume bewahrt und auch eine gegenüber etwaigen Verschiebungen der Bauelemente genügende Festigkeit aufweist. Geeignet ist z.B. Gummi in einer gegen Oxydation und Alterung geschützten Qualität. Der Gummi kann gegebenenfalls auch durch Faser- oder Gewebeeinlagen verstärkt sein.The material for the flexible sealing strip is primarily a dimensionally stable material of sufficient flexibility, which, under the conditions prevailing in tunnel construction, maintains its impermeability to water over longer periods of time and also has sufficient strength with respect to any displacements of the components. Suitable is e.g. Rubber in a quality protected against oxidation and aging. The rubber can optionally also be reinforced with fiber or fabric inserts.
Weiter kommen wasserbeständige flexible Kunststoffe, wie z.B. weichmacherhaltiges Polvinylchlorid in Frage. Die beiden flachen Seitenteile sind auf ihrer oberen, vom Hohlkanal abgewendeten Seite für die Klebeverbindung mit den Elementen der Tunnelauskleidung vorgesehen. Die für die Klebeverbindung vorgesehene Oberfläche wird vorteilhaft mit Rippen versehen, die ein besseres Haften an der Oberfläche des Baukörpers bewirken. Als Klebemittel verwendet man mit Vorteil Kontaktkleber. Diese bestehen aus einer Lösung von natürlichem oder synthetischem Gummi in einem leichtflüchtigen organischen Lösungsmittel. Der Kontaktkleber wird beidseitig auf die trockenen Oberflächen aufgetragen; nach dem Verdunsten des Lösungsmittels werden die zu klebenden Teile zusammengefügt und haften danach sofort.Furthermore, water-resistant flexible plastics, such as, for example, plasticized polvinyl chloride, are also suitable. The two flat side parts are provided on their upper side facing away from the hollow channel for the adhesive connection with the elements of the tunnel lining. The surface provided for the adhesive connection is advantageously provided with ribs, which bring about better adhesion to the surface of the structure. Contact adhesive is advantageously used as the adhesive. These consist of a solution of natural or synthetic rubber in a volatile organic solvent. The contact adhesive is applied to the dry surfaces on both sides; After the solvent has evaporated, the parts to be glued are put together and then stick immediately.
Die Seitenteile und das röhrenförmige Mittelteil des flexiblen Profilstreifens bestehen aus einem Stück und sind daher nahtlos miteinander verbunden. Wie aus den Figuren 1 bis 6 ersichtlich, ist der im wesentlichen rechtwinklige Uebergang (4) zwischen Seiten- und Mittelteil in seiner Dicke etwas vermindert und erleichtert dadurch die beim Verengen und Erweitern der Fuge resultierende Veränderung des Winkels zwischen Mittel- und Seitenteilen.The side parts and the tubular middle part of the flexible profile strip consist of one piece and are therefore seamlessly connected to each other. As can be seen from FIGS. 1 to 6, the essentially rectangular transition (4) between the side and middle parts is somewhat reduced in thickness and thereby facilitates the change in the angle between the middle and side parts resulting from the narrowing and widening of the joint.
Das Wesen der Erfindung und ihre Anwendung ist aus den Figuren No. 1 bis 6 ersichtlich, wobei jedoch die möglichen Ausführungsformen durch die Figuren in keiner Weise eingeschränkt sein sollen.
-
Figur 1 zeigt ein Stück eines erfindungsgemässen Profils in perspektivischer Ansicht mit den beiden Seitenteilen (1) und dem zylindrisch geformten Mittelteil (3), welcher im fertig verlegten Profil als Ablaufkanal für das Sickerwasser dient. Mit (2) sind die Rippen angedeutet, die ein besseres Haften der Verklebung mit der Betonauskleidung bewirkt. - Figur 2 zeigt einen Schnitt durch das gleiche Profil wie in
Figur 1, wobei für die einzelnen Teile die gleichen Bezugsnummern verwendet werden. -
Figur 3 zeigt den selben Schnitt wie Figur 2, jedoch in einem Zustand wie er sich einstellt, wenn die Fuge durch Ausdehnung der Verkleidungselemente enger geworden ist, wie dies durch die beiden Pfeile angedeutet ist. - Figur 4 zeigt einen Schnitt durch ein Profil, bei welchem der Mittelkanal (5) rechteckig geformt ist.
-
Figur 5 zeigt einen Schitt durch ein fertig verlegtes Profil (6), welches zwei benachbarte Wandelemente(7,7') aus Beton miteinander verbindet. - Figur 6 zeigt den Blick ins Innere eines Tunnels mit einem flexiblen Profilstreifen (8), welcher die beiden benachbarten Auskleidungselemente (9) und (10) miteinander verbindet. Es ist deutlich sichtbar, wie der Mittelkanal des Profils an seinem untern Ende in die beiden seitlichen Ablaufkanäle (11) mündet.
- Figure 1 shows a piece of a profile according to the invention in a perspective view with the two side parts (1) and the cylindrically shaped middle part (3), which serves as a drainage channel for the leachate in the finished laid profile. With (2) the ribs are indicated, which causes a better adhesion of the bond with the concrete lining.
- FIG. 2 shows a section through the same profile as in FIG. 1, the same reference numbers being used for the individual parts.
- Figure 3 shows the same section as Figure 2, but in a state as it arises when the joint has become narrower due to expansion of the cladding elements, as indicated by the two arrows.
- Figure 4 shows a section through a profile in which the central channel (5) is rectangular.
- FIG. 5 shows a step through a completely laid profile (6), which connects two adjacent wall elements (7, 7 ') made of concrete.
- FIG. 6 shows the view inside a tunnel with a flexible profile strip (8) which connects the two adjacent lining elements (9) and (10) to one another. It is clearly visible how the central channel of the profile opens into the two lateral outlet channels (11) at its lower end.
Claims (8)
Applications Claiming Priority (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH3090/93 | 1993-10-14 | ||
CH309093 | 1993-10-14 | ||
CH1058/94 | 1994-04-11 | ||
CH105894A CH685207A5 (en) | 1994-04-11 | 1994-04-11 | Profile strips consisting of a sealing material |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0648916A1 true EP0648916A1 (en) | 1995-04-19 |
EP0648916B1 EP0648916B1 (en) | 1999-05-19 |
Family
ID=25686513
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP94810322A Expired - Lifetime EP0648916B1 (en) | 1993-10-14 | 1994-06-01 | Profile strip made from flexible sealing material |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0648916B1 (en) |
AT (1) | ATE180313T1 (en) |
DE (1) | DE59408276D1 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0738825A1 (en) * | 1995-04-19 | 1996-10-23 | Hans Gubler | Plastic drain |
EP1035300A1 (en) | 1997-09-04 | 2000-09-13 | Fosroc International Limited | Drainage System for use in tunnels |
US6751919B2 (en) * | 1999-07-19 | 2004-06-22 | Jorge Gabrielli Zacharias Calixto | Sealing element for expansion joints |
CN113389567A (en) * | 2021-08-02 | 2021-09-14 | 中国铁路设计集团有限公司 | Different section tunnel structure for transition |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1275266B (en) * | 1960-06-03 | 1968-08-14 | Schulte Stemmerk G M B H P | Profile strand for sealing walkable or drivable expansion joints |
US4189877A (en) * | 1975-06-05 | 1980-02-26 | York Manufacturing, Inc. | Expansion joint cover |
FR2482186A1 (en) * | 1980-05-07 | 1981-11-13 | Toyo Bussan Kk | DEVICE FOR COLLECTING WATER FILING INTO TUNNEL BY JOINT OR CRACK |
FR2522703A1 (en) * | 1982-03-04 | 1983-09-09 | Cofex | Installing adhesive coated thermoplastic water stop seals - across structural joints using pilot patches of thermoplastic sheet and spot welds for initial support |
WO1987004756A1 (en) * | 1986-02-11 | 1987-08-13 | Bergab-Berggeologiska Undersökningar Ab | System for the insulation of mining installations and a method for implementing the system |
DE3739918A1 (en) * | 1987-11-25 | 1989-06-08 | Schoeck Eberhard | Arrangement of expansion-joint slabs at butt joints |
EP0330730A2 (en) * | 1988-03-01 | 1989-09-06 | Hüls Troisdorf Aktiengesellschaft | Cover strip for spaced joint |
GB2258480A (en) * | 1991-08-06 | 1993-02-10 | Isola As | Protective membrane |
-
1994
- 1994-06-01 AT AT94810322T patent/ATE180313T1/en not_active IP Right Cessation
- 1994-06-01 EP EP94810322A patent/EP0648916B1/en not_active Expired - Lifetime
- 1994-06-01 DE DE59408276T patent/DE59408276D1/en not_active Expired - Fee Related
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1275266B (en) * | 1960-06-03 | 1968-08-14 | Schulte Stemmerk G M B H P | Profile strand for sealing walkable or drivable expansion joints |
US4189877A (en) * | 1975-06-05 | 1980-02-26 | York Manufacturing, Inc. | Expansion joint cover |
FR2482186A1 (en) * | 1980-05-07 | 1981-11-13 | Toyo Bussan Kk | DEVICE FOR COLLECTING WATER FILING INTO TUNNEL BY JOINT OR CRACK |
FR2522703A1 (en) * | 1982-03-04 | 1983-09-09 | Cofex | Installing adhesive coated thermoplastic water stop seals - across structural joints using pilot patches of thermoplastic sheet and spot welds for initial support |
WO1987004756A1 (en) * | 1986-02-11 | 1987-08-13 | Bergab-Berggeologiska Undersökningar Ab | System for the insulation of mining installations and a method for implementing the system |
DE3739918A1 (en) * | 1987-11-25 | 1989-06-08 | Schoeck Eberhard | Arrangement of expansion-joint slabs at butt joints |
EP0330730A2 (en) * | 1988-03-01 | 1989-09-06 | Hüls Troisdorf Aktiengesellschaft | Cover strip for spaced joint |
GB2258480A (en) * | 1991-08-06 | 1993-02-10 | Isola As | Protective membrane |
Non-Patent Citations (2)
Title |
---|
"Fugenprofile,Fugenbänder", BAUEN MIT KUNSTOFFEN, March 1975 (1975-03-01), pages 128-130 * |
HOFFMANN,SCHULZE UND TOBISCH: "Untersuchungen zur Druckspannungsrelaxation der Dichtungen der Absenkstrecke des Hamburger Elbtunnels", BAUMASCH.+BAUTECHN.BMT, vol. 26, no. 11, November 1979 (1979-11-01), BERLIN, pages 579 - 581 * |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0738825A1 (en) * | 1995-04-19 | 1996-10-23 | Hans Gubler | Plastic drain |
EP1035300A1 (en) | 1997-09-04 | 2000-09-13 | Fosroc International Limited | Drainage System for use in tunnels |
US6751919B2 (en) * | 1999-07-19 | 2004-06-22 | Jorge Gabrielli Zacharias Calixto | Sealing element for expansion joints |
CN113389567A (en) * | 2021-08-02 | 2021-09-14 | 中国铁路设计集团有限公司 | Different section tunnel structure for transition |
Also Published As
Publication number | Publication date |
---|---|
DE59408276D1 (en) | 1999-06-24 |
ATE180313T1 (en) | 1999-06-15 |
EP0648916B1 (en) | 1999-05-19 |
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