The present disclosure pertains to gaskets or seals for sealing tunnel segment joints. More particularly, the present disclosure pertains to tunnel segment cross gaskets for retarding a seepage of fluids between tunnel segments.
In the construction of tunnels, the contact surfaces of two abutting tunnel segments, which are generally made of precast concrete, must be sealed against the inflow and outflow of water and other liquids. Such tunnels can be subway tunnels, river crossing tunnels, road and railway tunnels, cable tunnels, waste water and water supply tunnels, among other types. As a general rule, the water pressure against which the seal is provided can be in the range of between 1 and 4 bar, but water pressures are site specific dependent on geological conditions. Reliable sealing should be insured between tunnel segments so as to prevent or retard the ingress and egress of fluids such as water.
For sealing rectangular tunnel segments with circumferential receiving grooves, usually four sealing profiles are secured in respective circumferential receiving grooves of each segment. The several tunnel segments are then arranged with abutting seals or gaskets, located in their receiving grooves, and are assembled to form a ring of the tunnel. Several rings together form a complete tunnel tube. The seals or gaskets are facing each other between the several segments of each tunnel ring.
In order to improve the sliding properties of the sealing profiles of the facing tunnel gaskets, the contact surfaces are lubricated. When the tunnel segments are assembled, however, the lubricant is allowed to exit from the contact surfaces sideways and the adhesive friction between the contact surfaces of the facing gaskets increases due to a growing force of compression, thereby allowing a good seal to occur.
Recently, some municipalities have added a requirement that the tunnel segments also be provided with a radial cross gasket which would be disposed so as to extend between the conventional circumferentially extending gaskets located near the top and bottom faces of each tunnel segment. Thus, the radial cross gasket is to be oriented along a radius of the tunnel ring. One function of such gaskets would be to retard the seepage of gases, such as methane, into the tunnel.
One difficulty with designing a gasket for this purpose is that the final segment, or key segment, of each tunnel ring needs to be slid in a longitudinal direction during installation. Any typical gasket placed on a radial face of a tunnel key segment, or the adjacent two tunnel segments between which the key segment is slid, would not function properly. It would overturn as the opposing gaskets are brought into contact with each other when mating the gaskets to form a seal.
It would thus be desirable to provide a cross gasket which would overcome the foregoing difficulties and others as the tunnel segments are brought into contact with each other to build tunnel rings.
The present disclosure concerns a gasket design for radial cross gaskets for tunnel segments. Such gaskets are installed in a direction generally perpendicular to a longitudinal axis of a tunnel ring formed from a plurality of segments.
According to one aspect, a tunnel segment cross gasket comprises a gasket body including a bottom face configured to be positioned against a surface of an associated tunnel segment, a top face located opposite the bottom face and including a tapered portion and a sealing portion, the sealing portion being adapted for sealing against an adjacent surface, a left face extending between the bottom face and the top face, and a right face extending between the bottom face and the top face; wherein the gasket includes a plurality of spaced grooves opening to the bottom face; and wherein a plurality of bores extend through the gasket body, at least two of the plurality of bores having different cross-sectional shapes or sizes, and at least one of the plurality of bores being located entirely between the tapered portion of the top face and the bottom face.
The cross-sectional shapes of the plurality of bores can include at least one of, or each of, a triangular shape, a semi-circular shape, or a trapezoidal shape. The grooves and bores can extend in a common direction. The top face can include a portion thereof that is oriented parallel with the bottom face when the gasket is in an uncompressed state, and a portion thereof that is angled with respect to the bottom face when the gasket is in the uncompressed state such that the left face is larger than the right face. A larger number of bores can be located between the bottom surface and the portion of the top face that is parallel with the bottom face, than between the bottom face and the angled portion of the top face. The left face can include a first section that tapers outwardly away from the bottom face and a second section that is concave from the first section to the top face. The grooves opening to the bottom face can be uniform in shape and size. The tunnel gasket body can comprise ethylene propylene diene monomer (EPDM) rubber.
In accordance with another aspect, a tunnel segment for a tunnel ring composed of a plurality of tunnel segments comprises a tunnel segment body, a groove located in a radial surface of the tunnel segment body, and a tunnel gasket disposed in the groove. The tunnel gasket includes a gasket body having a bottom face positioned against a surface of the groove, a top face located opposite the bottom face and including a tapered portion and a sealing portion for sealing against a surface of an adjacent tunnel segment, a left face extending between the bottom face and the top face, a right face extending between the bottom face and top face, a plurality of spaced grooves opening to the bottom face, and a plurality of bores extending through the gasket body, at least two of the plurality of bores having different cross-sectional shapes or sizes, and at least one of the bores being located entirely between the tapered portion of the top face and the bottom face.
In accordance with another aspect, a sealing system is provided for sealing adjacent precast tunnel segments that can be installed by longitudinally translating the segments into position. The sealing system comprises first and second tunnel segment gaskets, each of the first and second tunnel segment gaskets comprising a gasket body including a bottom face configured to be positioned on a radial face of an associated respective tunnel segment, a top face located opposite the bottom face including a tapered portion and a sealing portion being adapted for sealing against the sealing portion of the top face of the other gasket, a left face extending between the bottom face and the top face, and a right face extending between the bottom face and top face, a plurality of spaced grooves opening to the bottom face, and a plurality of bores which extend through the gasket body, at least two of the plurality of bores having different cross-sectional shapes or sizes, and at least one of the bores being located entirely between the tapered portion of the top face and the bottom face. When the first and second gaskets are installed in opposite orientations in radial grooves in respective adjacent tunnel segments, the tunnel segments can be longitudinally translated in an axial direction into position such that the tapered surfaces of each tunnel gasket make initial contact with each other before the sealing surfaces of each gasket are aligned.
In accordance with yet another aspect, a method of assembling a tunnel ring composed of a plurality of tunnel segments, a final segment of which being longitudinally translated into position between adjacent tunnel segments is provided. The method comprises providing a final segment including a radial cross gasket having a gasket body with a bottom face positioned against a bottom surface of a groove in a radial surface of the final segment, a top face located opposite the bottom face for sealing against a surface of an adjacent tunnel segment, a left face extending between the bottom face and the top face, a right face extending between the bottom face and top face, a plurality of spaced grooves opening to the bottom face, and a plurality of bores which extend through the gasket body, at least two of the plurality of bores having different cross-sectional shapes or sizes, and longitudinally translating the final segment into position to complete the tunnel ring.
With reference now to
In one embodiment, the rings 12 and 14 each include six segments, namely, four rhomboidal segments and two trapezoidal segments such that the four rhomboidal segments each take up 67.5° of the 360° circumference of the tunnel ring, whereas the two trapezoidal segments take up approximately 45° each.
One of the trapezoidal segments 20B is illustrated in
With reference now also to
With reference now also to
With continued reference to
The gasket body left face 66 comprises two sections, namely, a first section 130 which tapers outwardly from the gasket body bottom face 62 and a second section 134 which tapers inwardly from the left face first section 130.
In order to secure the gasket body 60 remain in place in the groove 46, a conventional adhesive 140 will be employed or applied at a location between the gasket and the groove.
With reference now to
With reference now to
With reference now to
In one embodiment, the gasket first generally planar section 120 can have a thickness of about 0.65 in. (16.5 mm) when uncompressed. When compressed, the gasket first section 120 will only extend to the height of the bore. In this embodiment, the gasket first section will thus have a thickness of 0.39 in. (10 mm). The first section 120 can extend about 1.02 in. (26.0 mm) of the total width of 2.05 in. (52 mm) of the gasket. Thus, each of the first and second sections 120 and 124 of the gasket can have approximately the same width.
The obtuse intersection of the gasket upper or top face is the solution developed in order to allow the installation of the final segment, or key tunnel segment, without overturning the gasket in the radial direction as two radial cross gaskets meet in compression upon the insertion of the tunnel ring's key segment.
With reference now to
For example, the radial cross gaskets have been illustrated on rings 2 and 3 in
With reference now to
As in the previous embodiment, the gasket body 170 has a top face 174 which includes a first section 210 and a second section 214. The second section 214 is angled in relation to the first section 212, thus giving the gasket a tapered shape. The top face second section 214 serves as a ramp when the two mating gaskets are joined to each other as illustrated in the embodiment of
With reference now to
A gasket body 220 includes a bottom face 232, a top face 234, a left face 236 and a right face 238. A plurality of spaced grooves 240 is defined in the gasket body bottom face 232. First and second triangular shaped bores extend through the gasket body adjacent the right face 238 thereof. Spaced therefrom are a pair of semi-circular bores 248 and 250. Spaced from such bores are third and fourth generally triangularly shaped bores 254 and 256. In this embodiment, three generally round bores 264 and 266 and 268 are also defined in the gasket body 220. It can be seen in this embodiment, that the bores 264-268 are of differing sizes with the first bore 264 being the largest and the third bore 268 being the smallest.
The gasket body top face 234 comprises a first section 270 and a second section 274 which is angled or tapered in relation to the first section. The round bores 264, 266 and 268 are located beneath the top face second section 274.
In this embodiment, the cross joint 226 is about 0.39 inches (10 millimeters) in depth and the height of the gasket is about 0.65 inches (16.5 millimeters) in height.
It should be appreciated that the number and configuration of the several bores extending through the gasket may change so as to “tune” the compressibility of the gasket. What is significant is that the facing gasket top surfaces are provided with or exhibit tapered sections. These allow a relative sliding motion between the two gaskets as they approach each other so that the gaskets do not overturn as the tunnel segments they are mounted to approach each other.
The gaskets may be made from a suitable elastomeric material such as, for example, ethylene propylene diene monomer (EPDM) rubber. One or more other elastomers having a Shore A hardness in the range of 30 to 70 can also be used. Thus, many elastically deformable synthetic materials are usable.
What has been disclosed is a seal or gasket for a sealing arrangement employed for shaft or tunnel construction which includes abutting structural components having a gap therebetween. The sealing arrangement is comprised of two components which lie against each other forming a joint. Each component has a base body including at least one bore which is surrounded by a bore wall. The gasket includes a base side or face and a top side or face. The top face includes a tapered section.
The present disclosure has been described with reference to several embodiments. Obviously, modifications and alterations will occur to others upon the reading and understanding of the preceding detailed description. It is intended that the present disclosure be construed with all such modifications and alterations insofar as they come within the scope of the appended claims or with the equivalents thereof.
This application claims priority to and the benefit of the filing date of U.S. Provisional Patent Application Ser. No. 61/925,036, filed Jan. 8, 2014, which application is hereby incorporated by reference.
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Entry |
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Garrod, B., Gregor, T., “Recent Developments in North America in the Design of Precast Concrete Tunnel Linings”, North American Tunneling 2008 Proceedings, p. 177. |
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Number | Date | Country | |
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20150192014 A1 | Jul 2015 | US |
Number | Date | Country | |
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61925036 | Jan 2014 | US |