US20120121338A1 - Sealing arrangement for shaft and tunnel construction - Google Patents
Sealing arrangement for shaft and tunnel construction Download PDFInfo
- Publication number
- US20120121338A1 US20120121338A1 US13/262,306 US201013262306A US2012121338A1 US 20120121338 A1 US20120121338 A1 US 20120121338A1 US 201013262306 A US201013262306 A US 201013262306A US 2012121338 A1 US2012121338 A1 US 2012121338A1
- Authority
- US
- United States
- Prior art keywords
- sealing
- contact
- pressure
- medium
- area
- 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.)
- Abandoned
Links
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
-
- 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
- E21D11/388—Sealing means positioned between adjacent lining members having longitudinal cavities communicating with the exterior on the outer side of the lining elements
Definitions
- the invention relates to a sealing arrangement for shaft and tunnel constructions.
- Each body that is assembled from single monolithic components has contact joints. This applies, for example, for shaft end tunnel constructions, which consist of precast elements (lining segments). For example, in case that a tunnel construction shall be constructed and used under groundwater level, there is a need for water tightness of the whole construction. For a construction consisting of a plurality of prefabricated individual parts not only the requirement for water tightness of the monolithic components arises but also that of the sealing of the contact joints between the components against the hydrostatic pressure.
- Sealing arrangements for sealing constructive joints in tunnel constructions made of prefabricated components are generally known, see e.g. DE 102005039253, DE 102005039056, U.S. Pat. No. 4,946,309, EP 0222968, EP 0441250 and EP 0995013.
- a sealing element is glued into a groove circumferential around the abutting sides in a constant distance from the outside surface of the lining segments.
- the sealing effect of the sealing system is achieved after the assembly of the lining segments in that the sealing elements within the joints are contacting each other mirror-symmetrically.
- the contact has to be effected at least with a surface pressing power, which is greater than the pressure in the adjacent pressure medium.
- the desired surface pressing power is adjusted by choosing the elastic compression behavior of the two sealing elements depending on the displacement of the compression.
- the intended surface pressing power is reduced in case of a subsequent increase of the joint width, so that the danger of a leakage is hereby also increased.
- the sealing elements in the contact joints of the tunnel shall preferably have an unlimited lifetime.
- the technical requirement is defined as a 100 years lifetime.
- the decline of the elastic tension forces (up to 40%) over time has to be accounted for by an increased starting tension when assembling the sealing arrangement. All of the already unwanted force reactions of the elastic tension forces are increased accordingly.
- the sealing arrangements according to the prior art only act singularly.
- a leakage inevitably leads to a leakage stream of surrounding medium, e.g. water, into the tunnel.
- the targeted localization of the leakage is problematic in view of the wall thickness and the spreading possibilities in the contact joints of the components.
- a sanitization of the leakage can therefore not be performed locally on the inner side of the sealing system and always requires great efforts.
- redundant sealing systems can only be realized with great effort and in big tunnels.
- the invention provides a sealing arrangement for shaft and tunnel constructions comprising
- each of the sealing systems has at least one sealing element projecting to the joint, with which the sealing systems lie against each other on a contact plane, and wherein each of the sealing elements has at least one pressure area exposed to the medium with the higher medium pressure, so that a sealing force is applied between the sealing elements at the contact plane, which is greater than the force applied without the pressure difference, and which generates a contact pressing, which is greater than the pressure difference.
- the elastic tension forces which are generated when the sealing systems, after the systems have been brought into contact with each other, are pressed against each other by reducing the joint width are reduced or avoided completely compared to sealing arrangements of the prior art, and the necessary surface pressing pressure is achieved by a self-sealing force effect of the medium pressure.
- the sealing elements of the sealing system are designed geometrically in such a manner that they exhibit pressure areas against a low pressure or the atmosphere after mutual contact. On these pressure areas a differential pressures acts because of the pressure difference between the media, resulting in the force securing the necessary surface pressing pressure at the area, with which the sealing elements lie at each other at the contact plane.
- the pressing pressure is inevitably always adapted to the respective medium pressure and essentially independent from the joint width achieved after contact.
- the necessary contact pressing considerably smaller reaction forces are necessary.
- the contact pressing can be adjusted.
- a misalignment of the components does not change the quality of the sealing, because the contact does not depend on the symmetry of the sealing elements.
- the sealing element is pivotable or tiltable about a hinge.
- the term “hinge” as used herein refers to a region of the sealing system featuring or forming a static center, around which the pivoting motion takes place and which itself does, at least essentially, not participate in the pivoting motion.
- the hinge region may have a reduced cross-section compared to the adjacent base body and/or sealing element and/or a softer material.
- the hinge connects the base body of the sealing system with the sealing element.
- the pivoting or tilting motion can be in the direction of the joint or in the opposite direction.
- the force component of the contact pressing generated by a possible pretension of the sealing element is as small as possible compared to the force component of the contact pressing generated by the media differential pressure, i.e. the pressure difference between the media.
- the force component of the contact pressing generated by the media differential pressure is >50%, further preferred >60%, >70%, >80%, >85% or >90, especially preferred >95%, >96%, >97%, >98% or >99%.
- contact pressing or “surface pressing power” as used herein is to be understood as being the pressure at the contact area, i.e. the area at which the sealing elements are contacting each other at the contact plane.
- pressure area as used herein means any surface of the sealing system, in particular of the sealing elements, exposed to the medium pressure.
- each of the sealing systems has a base body, with which the sealing system is attached to the component.
- the attachment can be achieved in many ways, for example by way of adhesion, concrete encasement, force fitting, or by means of anchoring feet.
- the elastic sealing system consists of elastomeric material.
- an elastic body designates the characteristic of a body or a material to change its shape under the application of a force and to revert to the original shape after removal of the acting force.
- an elastic body is in particular to be understood as being a body having an elasticity modulus of 0.1 or lower, preferably 0.01 to 0.1.
- An example of an elastic material is silicone rubber.
- elastomeric material refers to a rigid but elastic natural or synthetic polymer, the glass transition point of which is preferably below room temperature (25° C.). Examples for elastomeric materials are ethylene propylene rubber (EPM), ethylene propylene diene rubber (EPDM), styrene butadiene rubber (SBR), and nitrile butadiene rubber (NBR).
- each of the sealing systems has at least two sealing elements projecting to the joint with which the sealing systems lie against each other at contact planes.
- the provision of two, three or more, and thus redundant, sealing elements provides enhanced sealing safety.
- the sealing systems can be arranged in a groove circumferential around the abutting sides of the components and/or at a bevel of the components circumferential around the abutting sides of the components.
- the groove or bevel will not have to be disposed at a distance from the edge of the abutting sides of the components, but can also be arranged at the edge of the abutting sides, in which case the sealing systems are arranged flush with the side surfaces of the components. Thus, leakage channels are avoided, which otherwise would form and, in embodiments according to the prior art, would additionally have to be sealed with a filler strip.
- a crack is present between the component and the sealing element, which crack is open to the medium with the higher medium pressure.
- a crack between the base body and the sealing element is present, which crack is open to the medium with the higher medium pressure.
- the at least one sealing element may, for example, be arranged in a recess of the base body, or the base body may be provided with a lip contacting the component. The medium with the higher medium pressure can enter the crack and thus exert a respective force effect on the sealing element leading to the pressing operation of the sealing elements.
- the sealing element may be designed in the form of a lip connected to the base body via a hinge, the lip being pivotable around the hinge.
- the base body and the sealing element pivotable around the hinge form an essentially angulate form, the sealing element or the sealing lip being preferably angled in the direction of the area with the higher medium pressure.
- the sealing systems are each monolithically designed, thus each forming a physical unit.
- Base body and sealing element preferably form such a physical unit, and may consist e.g. of a single piece of elastomeric material.
- the sealing system is preferably designed monolithically. The redundancy already mentioned may, for example, also be achieved by arranging two or more sealing systems, which, for example, each possess a sealing element, twice or multiple times in parallel, e.g. together in a groove or at a bevel.
- the sealing systems are arranged generally mirror-symmetric to each other, i.e. mirror-symmetric in relation to the contact plane.
- the sealing systems are designed generally wedge-shaped and are arranged at a bevel of the components circumferential around the abutting sides of the components.
- the forces acting on the pressure area(s) of the sealing element due to the medium pressure are redirected from the bevel in direction of the contact plane, such that a respective sealing force is generated.
- the invention provides a method for sealing a joint between components of shaft and tunnel constructions, the joint connecting a first area with a first medium and a second area with a second medium, wherein
- the components are each, at their abutting sides, equipped with an elastic sealing system, which has a sealing element projecting to the joint, b) the sealing systems are, with their sealing elements, brought into contact at a contact plane, and c) by means of a pressure difference, which is present or generated between the first medium and the second medium, a force is exerted to pressure areas of the sealing elements directed to one of the areas in such a manner, that a sealing force is generated between the sealing elements at the contact plane, which is greater than the force generated without the pressure difference, and which generates a contact pressing greater than the pressure difference.
- a sealing element is used that is pivotable or tiltable about a hinge.
- the hinge may, for example, be a region of the sealing system having a reduced cross-section or is made of a softer material.
- the force component of the contact pressing generated by the pressure difference is >50%, preferably >60%, >70%, >80%, >85% or >90, especially preferred >95%, >96%, >97%, >98% or >99%.
- the contact area, with which the sealing elements are brought in contact at the contact plane is smaller than the pressure area(s) exposed to the higher medium pressure, wherein the ratio of the pressure area(s) to the contact area is preferably at least 2:1, further preferred at least 5:1, at least 10:1, at least 20:1 or at least 30:1, and especially preferred at least 50:1.
- the sealing systems used in the method preferably have a base body and are attached to the component with this base body, for example by adhesion, concrete encasement, force fitting, or by means of anchoring feet.
- sealing systems of elastomeric material are preferably used.
- sealing systems that have at least two sealing elements projecting to the joint with which the sealing systems are brought into contact at contact planes.
- the sealing systems are arranged in a groove circumferential around the abutting sides of the components and/or at a bevel of the components circumferential around the abutting sides of the components.
- the sealing systems are arranged flush with the side surfaces of the components in a groove or bevel at the edge of the abutting sides of the components.
- a crack may be provided between the component and the sealing element and/or between the base body and the sealing element, the crack being open to the medium with the higher medium pressure.
- the at least one sealing element may, for example, be arranged in a recess of the base body, or the lip of the base body can be arranged between the sealing element and the component in such a manner, that a crack remains between the base body and the sealing element, in which crack medium can enter.
- sealing systems are used that are designed generally wedge-shaped, and the sealing systems are arranged at a bevel of the components circumferential around the abutting sides of the components.
- the invention also relates to a tunnel or shaft construction with a sealing arrangement according to the invention.
- FIG. 1 Schematic illustration of a part of a tunnel construction.
- FIG. 2 Schematic cross-sectional view of an embodiment of the arrangement of the invention
- FIG. 3 Detail of the cross-sectional view of FIG. 1 .
- FIG. 4 Partial views of cross sections through different embodiments of the arrangement of the invention.
- FIG. 5 Partial views of cross-sections through further embodiments of the arrangement of the invention.
- FIG. 6 Cross-sectional view of a further embodiment of the arrangement of the invention.
- FIG. 7 Cross-sectional view of the embodiment of the arrangement of the invention according to FIG. 6 with minimum joint width.
- FIGS. 8 to 10 Cross-sectional views of further embodiments of the arrangement of the invention.
- FIG. 1 shows schematically a section of a tunnel construction 1 composed of individual components 2 , e.g. ready-mix concrete components. Between abutting sides 3 of the components 2 joints 4 are formed connecting the outer area 5 with the inner area 6 . The joints 4 are sealed with sealing systems 7 not visible here.
- FIG. 2 schematically shows a cross-section through an embodiment of the sealing arrangement 8 of the invention. Shown is a part of two components 2 lying at each other with their abutting sides 3 .
- the abutting sides 3 of the components 2 are forming a joint 4 and each have a peripherally circumferential bevel 9 , in which an elastic sealing system 7 is inserted.
- the elastic sealing system 7 can, for example, glued into a recess 14 of the components 2 .
- Other fixing possibilities for example concrete encasement, anchoring by means of an anchoring foot etc. or combinations thereof are, of course, also possible.
- the sealing systems 7 which are preferably made in one piece of an elastomeric material, are arranged mirror-symmetric in relation to a contact plane 12 and have a base body 10 and a sealing element 11 .
- the sealing element 11 is connected with the base body 10 via a hinge region or a hinge 16 and is tiltable or pivotable around the hinge 16 , such that the sealing elements 11 are tilted or pivoted in the direction of the respective bevels 9 when the distance between the abutting sides 3 is reduced, i.e. The joint with is reduced.
- the sealing elements 11 contact each other at the contact plane 12 and bridge the joint 4 in this manner.
- the sealing systems 7 are each attached with their base body 10 at the component 2 .
- the sealing system 7 serves the sealing of the joint 4 , whereby the sealing of two areas 5 , 6 on opposite sides of the sealing systems 7 against each other is achieved.
- the first area 5 may, for example, be the exterior and the second area 6 the interior of a tunnel, both during the fluidic as well as the solid bedding of the tunnel.
- both areas 5 , 6 are different or, as the case may be, also identical media 17 , 18 , which, however, exhibit different pressures, such that a pressure difference is present between the first medium 17 in the first area 5 and the second medium 18 in the second area 6 .
- the first medium 17 in the first area 5 i.e. the outer medium, for example water and/or soil
- the second medium 18 in the second area 6 i.e. the inner medium, for example the atmosphere inside the tunnel.
- the medium 17 with the higher pressure exerts a force on the pressure areas 15 of the sealing elements 11 , such that the sealing elements 11 generate a sealing force at the contact plane 12 that is greater than the force that would be generated without the pressure difference, and that generates a contact pressing that is greater than the media differential pressure, i.e. the pressure difference between the media 17 , 18 (see in addition also FIG. 3 ).
- the sealing force is predominantly or even completely, as the case may be, generated by the pressure difference, and not or in any case not significantly by the elastic tension forces due to the compression of the elastic sealing systems 7 . In this way, a contact pressing is generated, which is independent from the joint width and the elastic pretension.
- FIG. 3 the principle underlying the sealing arrangement according to the invention is schematically illustrated with the sealing arrangement shown in FIG. 2 as an example.
- Arrows symbolize the forces acting on the sealing element 11 .
- the arrows with solid arrowheads denote forces exerted by the medium 17 with the higher medium pressure
- arrows with open arrowheads denote the forces exerted on the sealing element 11 by the medium 18 with the lower medium pressure.
- the medium pressure of the medium 17 directly or indirectly after redirection at e.g. the bevel 9 , here in the region of the joint 19 formed between component 2 and the sealing element 11 , exerts forces on the pressure area(s) 15 .
- the resulting force in direction of the contact area 12 generates a respective contacting pressure at the contact area 12 .
- the force generated by the medium pressure depends on the pressure area(s) 15 or the relation of the pressure area(s) 15 to the pressure areas 21 , on which the pressure of the medium 18 with the lower pressure acts.
- the geometry of the sealing elements 11 is therefore chosen in such a way that the product of the pressure area(s) 15 and the first medium pressure is always greater than the product of the pressure area(s) 21 and the second medium pressure.
- FIG. 4 shows different variants and installation situations of sealing arrangements 8 of the invention. For reasons of better overview, again only one half of the otherwise essentially mirror-symmetric arrangements is depicted.
- the reference numerals used correspond to the ones already used in FIGS. 1 to 3 and denote same or corresponding features, for which reason a repeated description is omitted and only deviating or additional features are described in more detail.
- the sealing arrangement 8 shown in FIG. 4A essentially corresponds to that of FIGS. 2 and 3 , with the difference that the sealing element 11 has a more rounded contour.
- the sealing system 7 here is arranged peripherally, i.e. at the edge of the abutting sides 3 to the side surfaces 13 of the components 2 . In contrast, in FIG.
- FIG. 4B the installation of the sealing system 7 in a groove 23 being arranged spaced from the side surface 13 of the component 2 is depicted.
- the sealing system 7 is, for example by adhesion, inserted with its base body 10 in a bevel 9 provided in the groove 23 .
- the sealing system 7 in FIG. 4C features an anchoring foot 24 , which engages a corresponding recess 23 of the component 2 or is encased in concrete.
- the base body 10 has a sealing lip 31 being formed by the provision of a chute 25 in the base body 10 .
- the chute 25 is connected to the crack 19 by means of a connecting channel 26 , so that medium 17 can enter here and provide for a reliable sealing between the base body 10 and the component 2 and preclude a circulating leakage by exerting a corresponding pressure.
- the sealing lip 31 provides its sealing function in the same way as the sealing element 11 .
- the sealing lip 31 shown in FIG. 4D is in engagement with a corresponding recess 32 and thus has also the function of an anchoring foot. This is, however, not necessary. Rather, also in the sealing arrangements shown in FIG. 4A and FIG. 4B a corresponding chute 25 may be provided, which is connected with the medium 17 via a corresponding connecting channel 26 , so that the medium pressure provides for the sealing lip 31 being pressed to the component 2 .
- FIG. 5 shows further embodiments and installation situations, respectively, of sealing arrangements 8 of the invention.
- the base body 10 of the sealing system 7 is designed in such a way that a lip 22 , when installed, lies against the wall of the groove 23 , 29 of the component 2 .
- the lip 22 and the sealing element 11 form a crack 19 , in which medium 17 can enter.
- Base body 10 and sealing element 11 form an angular structure, the sealing element 11 is tiltable or pivotable around the hinge 16 .
- FIGS. 5A and 5B is arranged in a groove 23 being provided in the abutting side 3 of the component 2 and spaced to the side surface 13 of the component 2 .
- the sealing system 7 in FIGS. 5C and 5D is arranged in a peripheral groove 29 open to the side surface 13 of the components 2 .
- the lip 22 is flush with the side surface 13 .
- the contours of each the sealing elements 11 directed to the medium 17 are designed rounded.
- FIGS. 5B and 5C the sealing system 7 is arranged slightly set back in relation to the abutting side 3 . This is a simple way to avoid that the sealing elements 7 come to lie at each other with the whole area directed to the area 6 or the medium 18 .
- FIG. 6 shows a further embodiment of the sealing arrangement 8 of the invention.
- the sealing arrangement 8 of this embodiment is provided in a groove 23 arranged spaced from the side surfaces 13 of the components 2 in abutting sides 3 thereof.
- two sealing systems 7 arranged mirror-symmetric in relation to the contact plane 12 are provided, which contact each other with their sealing elements 11 at the contact plane 12 .
- the sealing systems 7 are fixed in the groove 23 with their base bodies 10 .
- the base body 10 exhibits a recess 28 in direction of the joint 4 , which recess 28 is designed in such a way that the sealing element 11 pivotable around the hinge region 16 may be at least partially incorporated therein, such that the crack 19 , which in this case is formed between the base body 10 and the sealing element 11 , is not sealed completely and the medium 17 with the higher medium pressure can enter or remain in the crack 19 (see also FIG. 7 ).
- the medium pressure generates a sealing contact pressing also on the attachment side in the groove 23 .
- an installation situation with maximal joint width is depicted, i.e. the components 2 lie so close to one another with the abutting sides 3 that the sealing systems 7 just contact each other with the sealing elements 11 .
- the sealing elements 11 are not pivoted in direction of the recess 28 of the base body 10 .
- the sealing force 20 acting upon the contact plane 12 is generated and maintained completely by the pressure difference between the medium 17 and the medium 18 .
- FIG. 7 the sealing arrangement 8 according to FIG. 6 is shown in an installation situation with minimal joint width.
- the abutting sides 3 lie directly at each other with projections 27 serving as spacers.
- the sealing elements 11 are pivoted around the hinge region 16 , such that they are largely incorporated in the recess 28 of the base body 10 .
- the crack 19 between the base body 10 and the sealing element 11 remains still open enabling the entry of the medium 17 with the higher medium pressure. This provides for the sealing elements 11 being pressed against each other at the contact plane 12 .
- the corresponding design of the sealing systems 7 provides for the surfaces with which the sealing elements 11 lie at each other at the contact plane being as small as possible, preferably smaller than the pressure areas 15 .
- the sealing system 7 is designed in such a way that, in the region of the hinge region 16 , it protrudes to a lesser extent into the joint 4 than the projections 27 .
- the elastic force generated by the pivoting of the sealing elements 11 around the hinge region 16 is marginal in relation to the contact pressing generated by the media differential pressure.
- FIG. 8 shows a further embodiment of the sealing arrangement 8 of the invention, the sealing system 7 largely corresponding to the sealing system 7 described in FIGS. 6 and 7 , with the difference, however, that the sealing systems 7 are arranged in grooves 29 at the edge of the abutting sides 3 of the components 2 and essentially flush with the side surfaces 13 of the components 2 .
- FIG. 9 shows a further embodiment of the sealing arrangement 8 according to the invention, in which a redundancy of the sealing elements 11 is provided.
- Each base body 10 of the sealing systems 7 has two sealing elements 11 , which are arranged one after another in longitudinal direction of the joint and are in contact with the opposite sealing elements 11 of the other sealing system 7 at the contact plane 12 .
- the sealing elements 11 can at least partly be incorporated in the recesses 28 of the base bodies 10 while retaining the crack 19 .
- the serial arrangement of two sealing elements 11 each increases the safety of the sealing. If a leakage occurs at the first barrier exposed to the medium 17 with the higher medium pressure the further entry of the medium 17 is prevented by the second barrier.
- two sealing elements are provided in each case at the base body.
- sealing elements 11 may be present. This depends on the intended use and safety standards.
- the peripherally arranged sealing arrangement 8 shown in FIG. 9 can, of course, also be arranged spaced from the edge, i.e. from the side surfaces 13 of the components 2 . It is, of course, also possible to arrange two ore more sealing systems 7 in series in order to achieve the desired redundancy.
- FIG. 10 shows an embodiment of the sealing arrangement 8 of the invention, in which the sealing system 7 has a conical form and the base body 10 is attached to a bevel 9 of the components 2 .
- This embodiment lacks a hinge region 16 .
- the force exerted by the medium 17 on the pressure area(s) 15 is redirected via the bevel plane in direction of the contact plane 12 , whereby a corresponding sealing force is generated.
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)
- Gasket Seals (AREA)
- Sealing Devices (AREA)
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE102009015232.6 | 2009-04-01 | ||
| DE102009015232A DE102009015232A1 (de) | 2009-04-01 | 2009-04-01 | Dichtanordnung für Schacht- und Tunnelbauten |
| PCT/DE2010/000377 WO2010112015A2 (fr) | 2009-04-01 | 2010-03-31 | Système d'étanchéité pour la construction de puits et de tunnels |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US20120121338A1 true US20120121338A1 (en) | 2012-05-17 |
Family
ID=42674871
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US13/262,306 Abandoned US20120121338A1 (en) | 2009-04-01 | 2010-03-31 | Sealing arrangement for shaft and tunnel construction |
Country Status (4)
| Country | Link |
|---|---|
| US (1) | US20120121338A1 (fr) |
| EP (1) | EP2414633B1 (fr) |
| DE (2) | DE102009015232A1 (fr) |
| WO (1) | WO2010112015A2 (fr) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US9556734B2 (en) | 2014-01-08 | 2017-01-31 | Csi Tunnel Systems | Tunnel segment cross gasket |
| US20190195070A1 (en) * | 2016-06-15 | 2019-06-27 | Daetwyler Sealing Technologies Deutschland Gmbh | Sealing profile for embedding into a moulding of curable material |
| CN110741135A (zh) * | 2017-07-18 | 2020-01-31 | 德特威勒密封技术德国有限责任公司 | 用于嵌入可固化模制件的密封型材 |
| US11118716B2 (en) | 2017-03-03 | 2021-09-14 | Ina Acquisition Corp. | Curing device for curing a pipe liner |
| US20230250630A1 (en) * | 2020-10-09 | 2023-08-10 | China Construction Science And Industry Corporation Ltd. | Slab joint leakage-proof structure, prefabricated roof panel, and prefabricated roof panel system |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104328803B (zh) * | 2014-11-10 | 2016-04-06 | 苏州多固工程设计有限公司 | 可拆式混凝土变形缝止水型腔模及其制造和施工方法 |
| CN110130942A (zh) * | 2019-06-04 | 2019-08-16 | 江苏迅拓机械有限公司 | 一种隧道钢管片用安装结构 |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4199158A (en) * | 1977-11-23 | 1980-04-22 | Vredestein N.V. | Profiled gasket for sealing tunnel segment joints |
| US4824289A (en) * | 1986-08-08 | 1989-04-25 | Phoenix Aktiengesellschaft | Sealing profile for tunnel segments |
| GB2210117A (en) * | 1987-12-15 | 1989-06-01 | Phoenix Ag | Sealing profile for tunnel segments |
| US6592296B2 (en) * | 2000-03-30 | 2003-07-15 | Phoenix | Sealing assembly for tunnel construction sections |
Family Cites Families (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3502620A1 (de) | 1985-01-26 | 1986-08-07 | Phoenix Ag, 2100 Hamburg | Dichtungsprofil fuer betonsegmente von tunnelroehren |
| DE3540494A1 (de) | 1985-11-15 | 1987-05-21 | Phoenix Ag | Dichtungsprofil fuer segmente von tunnelroehren |
| DE3936767A1 (de) * | 1988-11-09 | 1990-05-10 | Phoenix Ag | Dichtungsprofil fuer tunnel-segmente |
| GB8830022D0 (en) * | 1988-12-22 | 1989-02-15 | Heinke C E & Co Ltd | Improvements in and relating to seals |
| EP0441250B1 (fr) | 1990-02-07 | 1994-04-20 | Phoenix Aktiengesellschaft | Joint d'étanchéité pour segments de revêtement de tunnels |
| DE19519244A1 (de) * | 1994-06-03 | 1995-12-07 | Phoenix Ag | Dichtanordnung im Tunnelbau |
| DE19826482A1 (de) | 1997-07-08 | 1999-01-14 | Phoenix Ag | Dichtanordnung |
| DE50011853D1 (de) * | 1999-09-14 | 2006-01-19 | Phoenix Ag | Dichtanordnung für den tunnelbau |
| CH694490A5 (de) * | 2000-01-26 | 2005-02-15 | Cmv Ag Consulting Montage Verf | Dichtungsanordnung sowie deren Verwendung. |
| US7687413B2 (en) * | 2004-08-20 | 2010-03-30 | Invista North America S.A.R.L. | Edgecomb resistance polyester |
| DE102005039056A1 (de) | 2005-08-18 | 2007-02-22 | Phoenix Dichtungstechnik Gmbh | Dichtanordnung |
| DE102005039253A1 (de) | 2005-08-19 | 2007-02-22 | Phoenix Dichtungstechnik Gmbh | Dichtanordnung |
-
2009
- 2009-04-01 DE DE102009015232A patent/DE102009015232A1/de not_active Withdrawn
-
2010
- 2010-03-31 EP EP10722542.7A patent/EP2414633B1/fr active Active
- 2010-03-31 DE DE112010001517T patent/DE112010001517A5/de not_active Withdrawn
- 2010-03-31 US US13/262,306 patent/US20120121338A1/en not_active Abandoned
- 2010-03-31 WO PCT/DE2010/000377 patent/WO2010112015A2/fr not_active Ceased
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4199158A (en) * | 1977-11-23 | 1980-04-22 | Vredestein N.V. | Profiled gasket for sealing tunnel segment joints |
| US4824289A (en) * | 1986-08-08 | 1989-04-25 | Phoenix Aktiengesellschaft | Sealing profile for tunnel segments |
| GB2210117A (en) * | 1987-12-15 | 1989-06-01 | Phoenix Ag | Sealing profile for tunnel segments |
| US6592296B2 (en) * | 2000-03-30 | 2003-07-15 | Phoenix | Sealing assembly for tunnel construction sections |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US9556734B2 (en) | 2014-01-08 | 2017-01-31 | Csi Tunnel Systems | Tunnel segment cross gasket |
| US20190195070A1 (en) * | 2016-06-15 | 2019-06-27 | Daetwyler Sealing Technologies Deutschland Gmbh | Sealing profile for embedding into a moulding of curable material |
| US11118716B2 (en) | 2017-03-03 | 2021-09-14 | Ina Acquisition Corp. | Curing device for curing a pipe liner |
| CN110741135A (zh) * | 2017-07-18 | 2020-01-31 | 德特威勒密封技术德国有限责任公司 | 用于嵌入可固化模制件的密封型材 |
| US11592128B2 (en) * | 2017-07-18 | 2023-02-28 | Daetwyler Sealing Technologies Deutschland Gmbh | Sealing profile for embedding into a moulding of curable material |
| US20230250630A1 (en) * | 2020-10-09 | 2023-08-10 | China Construction Science And Industry Corporation Ltd. | Slab joint leakage-proof structure, prefabricated roof panel, and prefabricated roof panel system |
| US12104370B2 (en) * | 2020-10-09 | 2024-10-01 | China Construction Science And Industry Corporation Ltd. | Slab joint leakage-proof structure, prefabricated roof panel, and prefabricated roof panel system |
Also Published As
| Publication number | Publication date |
|---|---|
| EP2414633A2 (fr) | 2012-02-08 |
| WO2010112015A2 (fr) | 2010-10-07 |
| WO2010112015A3 (fr) | 2011-03-03 |
| EP2414633B1 (fr) | 2017-03-01 |
| DE112010001517A5 (de) | 2012-05-31 |
| DE102009015232A1 (de) | 2010-10-07 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US20120121338A1 (en) | Sealing arrangement for shaft and tunnel construction | |
| US4195850A (en) | Gasket strip for butt joint compression seal | |
| JP4318769B2 (ja) | 機械的に接合された抗押し出しリングをもつシール組立体 | |
| US8268032B2 (en) | Gasket for providing a seal between two objects | |
| US6751919B2 (en) | Sealing element for expansion joints | |
| US5599028A (en) | Seal between two elements, especially between concrete pipes | |
| US12060941B2 (en) | Segmented seal puzzle joint seal | |
| US20120025471A1 (en) | Self adjusting gasket for pipe joints | |
| US20020153671A1 (en) | Tunnel gasket for elevated working pressure | |
| JP7520202B2 (ja) | セグメント用止水部材及びセグメント用止水構造 | |
| US6612585B2 (en) | Elastomeric strand-shaped sealing profile | |
| AU5966599A (en) | Sealing device | |
| US20100025950A1 (en) | Ball joint, preferably for use in vehicles | |
| JP4588563B2 (ja) | シールドトンネル用セグメントの止水構造 | |
| JP4066534B2 (ja) | コーナー用カバーシール材 | |
| US11933360B2 (en) | Seal for large roller bearing | |
| JP2000328888A (ja) | セグメントの継手構造 | |
| JPH11182685A (ja) | 複合シール材とそのシール構造 | |
| EP0982472B1 (fr) | Systeme d'étancheité pour voussoir de tunnel | |
| JP2767209B2 (ja) | シールド工法管路用可撓セグメント | |
| JP2007100348A (ja) | 高圧用ゴム止水板 | |
| JP3426528B2 (ja) | 暗渠の継手 | |
| JP3270854B2 (ja) | 函渠構築用弾性継手構造 | |
| JP2002030892A (ja) | セグメント | |
| US12281574B2 (en) | Sealing profile for concrete tubbing |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| AS | Assignment |
Owner name: PHOENIX DICHTUNGSTECHNIK GMBH, GERMANY Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNORS:HENTSCHEL, VOLKER;HOEFT, HEIKO;SIGNING DATES FROM 20111212 TO 20111221;REEL/FRAME:027476/0535 |
|
| AS | Assignment |
Owner name: DAETWYLER SEALING TECHNOLOGIES DEUTSCHLAND GMH, GE Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:PHOENIX DICHTUNGSTECHNIK GMBH;REEL/FRAME:029489/0415 Effective date: 20120914 |
|
| AS | Assignment |
Owner name: DAETWYLER SEALING TECHNOLOGIES DEUTSCHLAND GMBH, G Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:DAETWYLER SEALING TECHNOLOGIES DEUTSCHLAND GMBH;REEL/FRAME:031254/0282 Effective date: 20120917 |
|
| STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |