Patent Grant
10889988
The invention relates to a corrosion-protected tension member comprising a plurality of tension elements and an anchor device having an anchor element which comprises through-holes intended for the tension elements to pass through, is in contact with the tension elements so as to absorb tensile forces therefrom, and is designed and intended to indirectly or directly transfer said tensile forces to a higher-level structure, at least one resiliently compressible sealing ring which is arranged on the side of the anchor element facing away from the free ends of the tension elements and which comprises through-holes intended for the tension elements to pass through, and a support device which is arranged on the side of the at least one sealing ring facing away from the anchor element and comprises through-holes intended for the tension elements to pass through.
Corrosion-protected tension members of this kind are used for example as tendons, in particular for prestressed concrete structures such as bridges, tanks or towers, or as stay cables, in particular for cable-stayed structures, in particular cable-stayed bridges, extradosed bridges or arched bridges.
EP 0 703 326 A1 discloses a generic tension member which is used as a tendon for prestressed concrete, and WO 03/083216 A1 discloses a generic tension member which is used as a stay cable for a cable-stayed bridge.
In practice, in the case of all these tension members, there is the problem of corrosion during operation, i.e. in the state when fully assembled and placed under tensile stress, as a result of dirt and moisture penetrating into cavities which exist between the individual components of the tension member. What are critical in this respect are, for example, those points at which the anchor element and the tension elements are in tensile force-transmitting contact, for example using multipart tapered collars. In order to be able to reliably ensure corrosion protection, anti-corrosion material must be labour-intensively injected into said cavities, which results in high assembly costs, in particular due to the working hours of the assembly staff required for this purpose.
The object of the invention is therefore that of providing a corrosion-protected tension member of the type mentioned at the outset, in which the corrosion protection can be ensured in a simple and cost-effective manner.
This object is achieved according to the invention by a tension member of the type mentioned at the outset, in which at least one plastically deformable disc made of an anti-corrosion material is arranged between the anchor element and the at least one sealing ring when the tension member is in a state in which it is pre-assembled but not yet under tensile stress.
The invention takes advantage of the fact that a surface force which is directed substantially in the longitudinal extension direction of the tension elements must, in any case, be exerted on the at least one sealing ring by means of the support device in order to activate the sealing effect of the at least one sealing ring. According to the invention, said surface force compresses not only the at least one sealing ring, but also the at least one plastically deformable disc made of anti-corrosion material, as a result of which the anti-corrosion material is automatically pressed into all the gaps and cavities in the tension member and fills them. The separate work step of injecting anti-corrosion material can therefore be omitted, which reduces the costs of assembling the tension member according to the invention.
According to a first alternative, the surface force mentioned above can be generated independently of stressing the tension elements, for example by means of pushing together the anchor element, the at least one plastically deformable disc, the at least one sealing ring and the support device, by means of a compression device. In this case, said compression device can comprise a plurality of threaded rods which penetrate the above-mentioned elements and are in threaded engagement with threaded nuts on the free surface of the anchor element and the free surface of the support device. According to a second alternative it is, however, also possible to derive the above-mentioned surface force from stressing the tension elements, in that the anchor element, the at least one plastically deformable disc and the at least one sealing ring are pulled against the support device by means of the tension elements, which support device is braced against a bearing shoulder which is fixed to the structure.
In order to be able to ensure that those cavities which are present on the connection points, of the tension elements and the anchor element, which are responsible for tensile force transmission are also reliably filled with anti-corrosion material, it is proposed, in a development of the invention, for the at least one plastically deformable disc made of anti-corrosion material to rest directly on the anchor element when the tension member is in the state in which it is pre-assembled but not yet under tensile stress.
Pre-filling of the gaps and cavities which are to be filled with anti-corrosion agent can be carried out in that the at least one plastically deformable disc made of anti-corrosion material is formed as a complete disc. Since the at least one plastically deformable disc made of anti-corrosion material does not have any through-holes when in the form of a complete disc, in particular no through-holes for guiding through the tension elements, said elements must penetrate the resiliently deformable complete disc during assembly, as a result of which said elements are wetted with anti-corrosion material on the surface thereof. In this case, assembly can be carried out for example by first forming the stacked arrangement of the support device, the at least one sealing ring and the at least one plastically deformable disc, and subsequently threading the tension element through said stacked arrangement.
In principle, however, it is also conceivable for the at least one plastically deformable disc made of anti-corrosion material to comprise through-holes intended for the tension elements to pass through. In this case, the tension elements can first be assembled and subsequently the support device, the at least one sealing ring and the at least one plastically deformable disc can be threaded onto the tension elements.
In principle, any material which has anti-corrosion properties can be used as the anti-corrosion material. However, in terms of the handling of the at least one plastically deformable disc, it is advantageous for the cone penetration of the anti-corrosion material to be of between approximately 60·0.1 mm and approximately 100·0.1 mm at a temperature of 25° C. Anti-corrosion material having a cone penetration above this value range makes it more difficult to produce a plastically deformable disc which can be handled in a simple manner on the construction site, while it is more difficult to completely fill the gaps and cavities with anti-corrosion material in the case of a cone penetration below this value range.
It can be provided in particular for the anti-corrosion material to be microcrystalline wax. A suitable microcrystalline wax can be obtained under the trade name NONTRIBOS® VZ-inject from August Gahringer Carl Gahringer e.K. Fabrik technischer Öle & Fette, for example. Alternatively, however, Vaseline and other petroleum-based duroplastic anti-corrosion materials can also be used.
In order to be able to ensure that a quantity of anti-corrosion material which is sufficient for filling all gaps and cavities is introduced into the anchor device during pre-assembly, it is proposed in a development of the invention for the volume of the anti-corrosion material per tension element to be at least equal to the product of the length of the anchor element in the longitudinal extension direction of the tension elements and the surface area of the annulus between the tension element and the through-hole in the anchor element through which the tension element is guided. In this case, the value of the surface area of the annulus can be between approximately 30 mm2 and 180 mm2.
In order to be able to prevent the excessive loss of anti-corrosion material through the through-holes in the at least one sealing ring which are intended for the tension elements to pass through, when the disc arrangement formed of the at least one sealing ring and the at least one plastically deformable disc is pushed together, it is proposed for the modulus of elasticity of the at least one sealing ring and the resistance of the at least one plastically deformable disc to plastic deformation, respectively based on a compression force acting in the longitudinal direction of the tension elements, to be matched to each other such that the boundary surfaces of the through-holes in the at least one sealing ring are in sealing contact on the tension elements before the at least one plastically deformable disc has been deformed by more than 5% of the thickness thereof measured in the longitudinal direction of the tension elements.
In the event of the value of the cone penetration of the anti-corrosion material being too high for this, it can further be provided for the at least one plastically deformable disc to be assigned at least one resistance element which increases the resistance of said disc to plastic deformation. In this case, the at least one resistance element can be formed from a resiliently and/or plastically deformable element for example. Moreover, the at least one resistance element can be embedded in the anti-corrosion material or can surround the at least one plastically deformable disc, for example in an annular manner. However, irrespective of the exact configuration and arrangement of the at least one resistance element, said element is considered, within the context of the present invention, to be associated with the at least one plastically deformable disc made of anti-corrosion material.
The problem of undesired escape of anti-corrosion material as a result of the plastic deformation of the at least one plastically deformable disc can also occur on the side of the at least one plastically deformable disc which faces away from the at least one sealing ring. In a development of the invention it is therefore proposed, according to a first variant, for the anchor element to have a stamp portion which, when the tension member is in the state in which it is pre-assembled but not yet under tensile stress, engages in a sleeve in which the at least one plastically deformable disc, the at least one sealing ring and the support device are received. According to this first variant, the engagement of the stamp portion of the anchor element in the sleeve forms a seal which at least impedes, if not completely prevents, the undesired escape of anti-corrosion material. Furthermore, the sleeve can be in force-transmitting engagement with the higher-level structure, for example can be embedded in concrete in the higher-level structure, and can have a bearing flange at the end thereof facing the anchor element, with which flange the anchor element is in force-transmitting contact when the tension member is in the state in which it is fully assembled and placed under tensile stress. The above-mentioned bearing shoulder which is fixed to the structure can also be formed on said sleeve.
However, according to a second variant it is also conceivable for the anchor element to be connected in an operationally stable manner to a sleeve in which the at least one plastically deformable disc, the at least one sealing ring and the support device are received. In this second variant, a bearing element can advantageously further be provided which is in force-transmitting engagement with the higher-level structure and with which the anchor element or a force-transferring element connected to said anchor element in an operationally stable manner is in force-transmitting contact when the tension member is in the state in which it is fully assembled and placed under tensile stress. Both operationally stable connections of this variant can be achieved by means of integral formation, screwing, welding or in another suitable manner.
In both variants, it can in addition be advantageous for the at least one plastically deformable disc, the at least one sealing ring and the support device to be guided by the outer peripheral surfaces thereof along an inner surface of the sleeve. Furthermore, in both variants the sleeve can be made of metal, preferably steel, for example as a cast part.
It should also be added that the first variant is suitable for example for surface force generation according to the second alternative explained above, while the second variant is suitable for example for surface force generation according to the first alternative explained above.
As is known per se from the prior art, within the context of the present invention the support device can be formed simply by a spacer disc, which can be manufactured for example from plastics material, in particular polyethylene. In order to also be able to ensure sufficient stability of the support device in the case of tension members having larger diameters, the spacer disc can be manufactured from metal, for example steel. Alternatively, however, it is also conceivable for the support device to also comprise, in addition to the spacer disc, a pressure plate manufactured for example from metal, for example steel.
Moreover, the tension elements of the tension member according to the invention can be tension elements which are known per se. Thus for example what are known as monostrands can be used as tension elements. In this case, a monostrand is understood as a single strand formed from seven wires and surrounded by a cladding of plastics material, preferably polyethylene, the intermediate space between the wires and the cladding being filled with anti-corrosion material, for example anti-corrosion grease. Alternatively, however, strands can also be used which are coated with synthetic resin, for example epoxy resin (known as epoxy-coated strands). In practical use, these two types of tension elements mainly differ in that, in the case of the monostrands, the plastics cladding has to be removed from the point at which the tapered collar transmitting the tensile forces between the tension elements and the anchor element is arranged, whereas the synthetic resin coating can be left in the case of the epoxy-coated strands.
In order to be able to prevent the plastics cladding adversely affecting the force-transmitting contact, for example produced by means of tapered collars, between the anchor element and the tension elements, a sleeve-like retaining element can be arranged between the end of the plastics cladding and the force-transmission point of each tension element. Alternatively, however, it is also conceivable to design the through-holes for the tension elements which are formed in the anchor element, so as to be stepped, the step forming a retaining surface for the plastics cladding. The case mentioned first has the advantage here that it is easily possible to replace individual tension elements.
It should also be added that the at least one sealing ring can be manufactured from a soft rubber, for example nitrile butadiene rubber (NBR, known for example under the trade name Perbunan®) or chloroprene rubber (CR).
The invention further relates to a plastically deformable disc made of anti-corrosion material which is intended and designed to be used in a corrosion-protected tension member according to the invention.
The invention will be described in further detail in the following, on the basis of the accompanying drawings and with reference to two embodiments. In the drawings:
The tendon 10 comprises a plurality of tension elements 14, each of which can be formed of a steel wire strand coated with synthetic resin. Epoxy resin, for example, can be used as the synthetic resin, the tension elements 14 in this case being referred to for short in technical language as “epoxy-coated strands”.
The tension elements 14 are in tensile-force transmitting contact with an anchor disc 16 which is manufactured from steel for example. For this purpose, the anchor disc 16 is provided with a plurality of through-holes 18 which each have an inner cylindrical portion 18a which transitions into a conical portion 18b on the side facing away from the prestressed concrete structure 12. Each of the conical portions 18b is used to receive a multipart tapered collar 20 which encompasses the associated tension element 14 with a positive and non-positive fit and transmits the tensile forces from the tension element 14 to the anchor disc 16.
The anchor disc 16 is supported on the outer surface 12a of the structure 12 by means of an abutment flange 22a of a substantially tubular anchor body 22 which is embedded in concrete in the structure 12 and can be manufactured for example as a cast part, in particular made of cast iron. The anchor body 22 forms a tubular covering for the tension elements 14 extending from the surface 12a of the structure 12 towards the inside of the structure 12, which covering can be lengthened, if desired, towards the inside of the structure 12 by means of a further tube 24. A smooth or profiled plastics tube for example, in particular a polyethylene tube, a sheet metal tube or the like, can be used as the further tube 24.
The tension elements 14 which extend inside the structure 12 slightly obliquely relative to the tension axis A of the tension member 10 are deflected by means of a spacer disc 26 arranged inside the anchor body 22 so as to penetrate the anchor disc 16 in a manner extending substantially in parallel with the tension axis A. For this purpose, the spacer disc 26 is provided with a plurality of correspondingly formed through-holes 26a. The spacer disc 26 can be manufactured for example from plastics material, in particular polyethylene.
Furthermore, a sealing ring 28 is arranged on the side of the spacer disc 26 facing the anchor disc 16, which ring in turn comprises a plurality of through-holes 28a for the tension elements 14 to pass through. The sealing ring 28 can be manufactured for example from a soft rubber, for example nitrile butadiene rubber or chloroprene rubber.
When the tension member 10 according to the invention is in the state in which it is fully assembled and stressed, the sealing ring 28 is supported on the spacer disc 26. In order to be able to provide the support for the sealing ring 28, the spacer disc 26 can in turn be indirectly or directly supported on the anchor body 22. In the embodiment shown, said disc is supported on an inner annular shoulder 22b of the anchor body 22 for example. If the internal stability of the spacer disc 26 were not sufficient for this, for example due to too large a diameter, a further support disc, preferably manufactured from metal, could in addition be provided between the spacer disc 26 and the annular shoulder 22b.
As can be seen in particular from
When stressing the tension member 10, a stamp portion 16a of the anchor disc engages in the anchor body 22 and presses against the plastically deformable disc 30. Since said plastically deformable disc is clamped between the anchor disc 16 and the sealing ring 28 it plastically deforms such that the anti-corrosion material is automatically, i.e. as part of the stressing process, pressed into all the cavities still present in the tension member 10 when said member is unstressed, in particular into the cavities present between the tension elements 14 and the inner walls of the through-holes 18 and in the tapered collars 20. Since these cavities are thus substantially completely filled with anti-corrosion material, penetration of moisture and dirt can be reliably prevented. In order to achieve the same aim, up to now in the prior art the anti-corrosion material has had to be injected later, after stressing the tension member. This was laborious and complex in particular due to the fact that the anti-corrosion material had to be injected into each of the tapered collars in succession, resulting in high assembly costs due to the associated requirement for staff.
In order to be able to prevent the anti-corrosion material from not only being pressed into the above-mentioned cavities but also being able to escape through those cavities between the tension elements 14 and the inner walls of the through-holes 28a in the sealing ring 28 and the through-holes 26a of the spacer disc 26, care must be taken to ensure that the material of the sealing ring 28 is first placed in a sealing manner around the tension elements 14 before the disc 30 made of anti-corrosion material is significantly plastically deformed. This can be achieved for example in that the modulus of elasticity of the sealing ring 28 and the resistance of the plastically deformable disc 30 to plastic deformation, respectively based on a compression force acting in the longitudinal direction of the tension elements 14, are matched to each other with a view to achieving this aim.
The tension member or stay cable 110 comprises a plurality of individual tension elements 114, each of which can be formed for example as monostrands. In this case, a monostrand is understood as a single strand formed from seven wires and surrounded by a cladding of plastics material, preferably polyethylene, the intermediate space between the wires and the cladding being filled with anti-corrosion material, for example anti-corrosion grease.
The tension elements 114 are in tensile force-transmitting contact with an anchor disc 116 manufactured from steel for example. For this purpose, the anchor disc 116 is provided with a plurality of through-holes 118, like the anchor disc 16 of the embodiment according to
The outer peripheral surface of the anchor disc 116 is provided with a thread 116b, on which a ring nut 142 is screwed. The anchor disc 116 and the ring nut 142 together form an anchor device 144 which is supported on the outer surface 112a of the structure 112 via a bearing plate 122. More precisely, the anchor device 144 is supported on the bearing plate 122 by means of the ring nut 142. The bearing plate 122 can be manufactured from steel for example. Furthermore, said plate can be inserted in a recess in the structure 112 provided for this purpose, or can be embedded in concrete in the structure 112. In principle, however, the anchor device 144 can also be directly supported on the structure 112.
Regarding the embodiment of
A tube 124 can be connected to the bearing plate 122 inside the structure 112, which tube protects the tension elements 114 from the concrete of the structure 112. The tube 124 can be a smooth or profiled plastics tube for example, in particular a polyethylene tube, a smooth or profiled metal tube, in particular a steel tube, or the like.
It should further be noted that the anchor disc 116 is connected to a further tube 146 inside the concrete of the structure 112. The further tube 146 can be screwed onto the anchor disc 116 for example or welded thereto. A spacer disc 126 is received in this further tube, which spacer disc deflects the tension elements 114, which extend slightly obliquely relative to the tension axis A of the tension member 110 inside the concrete of the structure 112, such that said tension elements penetrate the anchor disc 116 in a manner extending substantially in parallel with the tension axis A. For this purpose, the spacer disc 126 is provided with a plurality of correspondingly formed through-holes 126a. The spacer disc 126 can be manufactured from plastics material for example, in particular polyethylene.
In the embodiment shown, three sealing rings 128 are arranged on the side of the spacer disc 126 facing the anchor disc 116, which sealing rings likewise comprise a plurality of through-holes 128a for the tension elements 114 to pass through. The sealing rings 128 can be manufactured for example from a soft rubber, for example nitrile butadiene rubber or chloroprene rubber. In principle, however, it is also conceivable to use fewer or more than three sealing rings.
In the fully assembled and stressed state of the tension member 110 according to the invention, the sealing ring 128 which is furthest from the anchor disc 116 is supported on the spacer disc 126. In order to thus be able to act as an abutment for the three sealing rings 128, the spacer disc 126 is in turn supported on a support disc 148 which is preferably manufactured from metal. The support disc 148 is in turn held on the anchor disc 116 by means of a plurality of threaded rods 152 fitted with threaded nuts 150, 151.
As can be seen in particular from
A further difference between the embodiments of
After the tension member 110 has been stressed, the sealing rings 128 can be activated and the disc 130 made of anti-corrosion material can be plastically deformed, whereby the threaded nuts 151 of the threaded rods 152 are tightened. Since the disc 130 is clamped between the anchor disc 116 and the sealing rings 128, said disc plastically deforms such that the anti-corrosion material is automatically, i.e. as part of this second stressing process, pressed into the cavities still present in the tension member 110 when said member is unstressed, in particular into the cavities present between the tension elements 114 and the inner walls of the through-holes 118 and in the tapered collars 120. Again, the subsequent injection of anti-corrosion material after the tension member has been stressed, which has been necessary up to now in the prior art, can be eliminated in this manner.
Furthermore, in this case, in the embodiment of
Of course, at least one resistance element of this kind can also be used in the embodiment according to
Regarding both embodiments, it should also be added that the free ends 14a and 114a, respectively, of the tension elements 14 and 114, respectively, projecting out of the anchor disc 16 and 116, respectively, can be protected from external influences, in particular weather-related influences, by means of a cap (not shown) which can preferably be filled with anti-corrosion material. The fixing points for said cap are provided on the abutment flange 22a in the embodiment of
| Number | Date | Country | Kind |
|---|---|---|---|
| 10 2013 215 136 | Aug 2013 | DE | national |
| Number | Name | Date | Kind |
|---|---|---|---|
| 2303394 | Schorer | Dec 1942 | A |
| 2689999 | Peterson | Sep 1954 | A |
| 3041702 | Schwab | Jul 1962 | A |
| 3162709 | Davidson | Dec 1964 | A |
| 3225499 | Kourkene | Dec 1965 | A |
| 3405490 | La Marr | Oct 1968 | A |
| 3427772 | Williams | Feb 1969 | A |
| 3548432 | Durkee | Dec 1970 | A |
| 3948010 | Sonneville | Apr 1976 | A |
| 4192057 | Borelly | Mar 1980 | A |
| 4398377 | Romig, Jr. | Aug 1983 | A |
| 4592181 | Matt | Jun 1986 | A |
| 4594827 | Finsterwalder | Jun 1986 | A |
| 4663907 | Garcia-Mansilla Ripoll | May 1987 | A |
| 4704754 | Bonasso | Nov 1987 | A |
| 4848052 | Nutzel | Jul 1989 | A |
| 5072558 | Sorkin | Dec 1991 | A |
| 5079879 | Rodriguez | Jan 1992 | A |
| 5263307 | Hasui | Nov 1993 | A |
| 5469677 | Luthi | Nov 1995 | A |
| 5493828 | Rogowsky | Feb 1996 | A |
| 6476326 | Fuzier | Nov 2002 | B1 |
| 6578329 | Stubler | Jun 2003 | B1 |
| 6748708 | Fuzier | Jun 2004 | B1 |
| 7174684 | Nuetzel | Feb 2007 | B2 |
| 7181890 | Nuetzel | Feb 2007 | B2 |
| 8769921 | Joye | Jul 2014 | B2 |
| 8869476 | Delavaud | Oct 2014 | B2 |
| 9212767 | Grayson | Dec 2015 | B2 |
| 20010039686 | Daiguji | Nov 2001 | A1 |
| 20020088105 | Nutzel | Jul 2002 | A1 |
| 20040148882 | Hayes | Aug 2004 | A1 |
| 20040237222 | Stubler | Dec 2004 | A1 |
| 20050034392 | Nuetzel | Feb 2005 | A1 |
| 20050169702 | Paulshus | Aug 2005 | A1 |
| 20050210782 | Kadotani | Sep 2005 | A1 |
| 20140026372 | Stubler | Jan 2014 | A1 |
| 20160097211 | Deguchi | Apr 2016 | A1 |
| Number | Date | Country |
|---|---|---|
| 36 44 551 | Jul 1988 | DE |
| 295 04 739 | May 1995 | DE |
| 2732059 | Sep 1996 | DE |
| 203 11 950 | Jan 2005 | DE |
| 0 323 285 | Jul 1989 | EP |
| 0 703 326 | Mar 1996 | EP |
| 2011 0070422 | Jun 2011 | KR |
| 20110070422 | Jun 2011 | KR |
| 03083216 | Oct 2003 | WO |
| WO-03083216 | Oct 2003 | WO |
| 2011116828 | Sep 2011 | WO |
| WO-2011116828 | Sep 2011 | WO |
| WO-2011116828 | Sep 2011 | WO |
| WO-2012079625 | Jun 2012 | WO |
| WO-2012140462 | Oct 2012 | WO |
| WO-2012140463 | Oct 2012 | WO |
| Entry |
|---|
| International Search Report filed in PCT/EP2014/066375 dated Oct. 16, 2014. |
| German Search Report dated Jun. 30, 2014. |
| Number | Date | Country | |
|---|---|---|---|
| 20190194946 A1 | Jun 2019 | US |
| Number | Date | Country | |
|---|---|---|---|
| Parent | 14908647 | US | |
| Child | 16293835 | US |
