EP0169276B1 - Method for covering cables with sheaths for corrosion protection and/or aesthetic reasons - Google Patents
Method for covering cables with sheaths for corrosion protection and/or aesthetic reasons Download PDFInfo
- Publication number
- EP0169276B1 EP0169276B1 EP19840304934 EP84304934A EP0169276B1 EP 0169276 B1 EP0169276 B1 EP 0169276B1 EP 19840304934 EP19840304934 EP 19840304934 EP 84304934 A EP84304934 A EP 84304934A EP 0169276 B1 EP0169276 B1 EP 0169276B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- cable
- sheath
- set forth
- units
- sheath unit
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/16—Suspension cables; Cable clamps for suspension cables ; Pre- or post-stressed cables
-
- D—TEXTILES; PAPER
- D07—ROPES; CABLES OTHER THAN ELECTRIC
- D07B—ROPES OR CABLES IN GENERAL
- D07B1/00—Constructional features of ropes or cables
- D07B1/16—Ropes or cables with an enveloping sheathing or inlays of rubber or plastics
- D07B1/162—Ropes or cables with an enveloping sheathing or inlays of rubber or plastics characterised by a plastic or rubber enveloping sheathing
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D11/00—Suspension or cable-stayed bridges
- E01D11/04—Cable-stayed bridges
-
- D—TEXTILES; PAPER
- D07—ROPES; CABLES OTHER THAN ELECTRIC
- D07B—ROPES OR CABLES IN GENERAL
- D07B2201/00—Ropes or cables
- D07B2201/20—Rope or cable components
- D07B2201/2083—Jackets or coverings
- D07B2201/2089—Jackets or coverings comprising wrapped structures
-
- D—TEXTILES; PAPER
- D07—ROPES; CABLES OTHER THAN ELECTRIC
- D07B—ROPES OR CABLES IN GENERAL
- D07B2501/00—Application field
- D07B2501/20—Application field related to ropes or cables
- D07B2501/2015—Construction industries
- D07B2501/203—Bridges
Definitions
- This invention relates to improvements in and relating to a method forfitting corrosion protective and/or aesthetic sheaths on tension members of suspension bridges, suspended roofs, cable stayed bridges and the like.
- the circumferential surface of the tension members of this sort are usually covered with generally cylindrical sheaths for protection against corrosion.
- corrosion protection sheaths are often found to be inconvenient since it becomes difficult to take up a tension member on a reel for storage or for other purposes once a sheath is fitted on the tension member. Therefore, it has been the conventional procedure to thread a tension member through cylindrical sheaths which are provided on scaffolds which are erected at suitable intervals along the tension member to be installed for protection against corrosion, or to fit sheaths on an installed cable by climbing on a scaffold which is provided along the entire length of the cable.
- the conventional sheaths invariably require a scaffold or scaffolds for fitting them on a cable, and necessitate the building of scaffolds on a large scale for long cables, resulting in high construction costs and an unduly long construction period.
- the present invention aims to solve the above-mentioned problems or difficulties. It is a more specific object of the present invention to provide a method for covering tension members consisting of bundles of steel wires, strands, wire ropes or high strength bars (hereinafter called "cables") with corrosion protection and/or aesthetic sheaths in a simplified manner, which does not require provision of a scaffold for fitting the corrosion protective sheaths on cables and which can realize significant reductions of the cost and time of the cable installation.
- a method forfitting a generally cylindrical corrosion protective and/or aesthetic sheath on tension members of suspension bridges, suspended roofs, cable stayed bridges and the like comprising:
- each corrosion protective and/or aesthetic sheath unit consists of a pair of split segments formed from a synthetic resin such as polyethylene or a metal such as copper, aluminium, stainless steel or the like, and is fitted on a cable such that the split segments are located in staggered positions along the axis of the cable.
- a tension member 2 which consists of a bundle of steel wires, strands, wire ropes or high strength bars (hereinafter called “a cable”) tensioned between an upper end portion of a tower 10 and a beam 11 of the bridge.
- a cylindrical protective sheath unit 3 of a predetermined length is fitted on the circumference of a lower end portion of the cable 2 immediately above the beam 11.
- the sheath unit 3 consists of a couple of split segments 30 of a synthetic resin like polyethylene or a metallic material such as copper, aluminium, stainless steel or the like (see FIGURE 2). After fitting the split segments 30 on the cable 2, they are secured to each other by bolts, rivets, press-in fit or welding in such a manner as to hold the cable 2 from opposite sides.
- the sheath unit 3 thus fitted on the cable 2 is shifted upwards along the cable by a distance corresponding to its length by pulling a rope 13 which is passed around a pulley 12 at the upper end of the tower 10, and then a fresh protective sheath unit 3 is fitted on the cable 2 in the same - manner.
- the upper end of the lower or succeeding sheath unit 3 is fitted into the lower end of the preceding sheath unit 3, and the overlapped end portions of the two sheaths units 3 are fastened to each other by bolts or other suitable means. If desired, the connecting end portions of the preceding and succeeding sheath units may be secured to each other by butt welding.
- the two connected sheath units 3 are slid upwards by pulling the rope 13 again, and another fresh protective sheath unit 3 is fitted on the cable 2 and connected to the lower end of the second unit 3. In this manner fresh protective and/or aesthetic sheath units are connected one after another until the cable 2 is covered with the sheath unit 3 over the entire length thereof.
- each sheath unit 3 may be pushed up each time by a distance corresponding to their unit length, or alternatively the first sheath unit 3 may be fitted on the upper end of-the cable 2 which is accessible from the top end portion of the tower 10, successively lowering the sheath units 3 along the cable 2 after fitting and connecting fresh sheath units 3 to the upper end of .the preceding units 3.
- each sheath unit may be constituted by three or more segments which can be assembled into a cylindrical shape with a number of pieces in the longitudinal direction, if desired, for fitting the same on the cable 2 by elastic deformation.
- a sheath unit 3 of a desired length can be formed by spirally wrapping a rolled covering strip 31 around the circumference at one end of a cable 2 and fastening the overlapped portions of the covering strips 31 by rivets or other suitable means.
- the protective and/or aesthetic sheath 3 can be moved with a small frictional resistance due to elastic deformation of the cushion material 20, and, after installation, the sheath 3 and cable 2 are integrally joined to one another by the cushion material 20. Similar effects can be obtained by providing, instead of the cushion material 20, an age-hardening type tacky material such as silicone, foamable urethane or the like. It is also possible to lay one or a plurality of inflatable tubes 21 along the cable 2 as shown in FIGURE 5(A), inflating the tubes 21 by introducing a filler 22 thereinto as shown in FIGURES 5(B) and 5(C) until the tubes 21 completely support the sheath 3 on cable 2 to connect them integrally to each other.
- an age-hardening type tacky material such as silicone, foamable urethane or the like.
- the cable 2 may be temporarily held in a reduced diameter by compressing opposite end portions of the cable 2 with clamps 23 while the sheaths are fitted thereon as shown particularly in FIGURE 6(A), and removing the clamps 23 afterwards so that the cable 2 may be integrally connected to the sheath 3 by restoration of its normal diameter as shown in Figure 6(B).
- each end portion of the connected sheath unit is fitted on a pipe 15 of polyethylene, steel or the like which is retained in the socket 14, thereby preventing each end portion of the cable 2 being exposed to the weather and at the same time improving the corrosion resistance of each end portion of the cable 2 and its appearance.
- a water drain hole 17 may be provided at the lower end of the sheath 3 at a position opposing a slant surface of the filler material 16 to drain water which might enter the sheath 3 through its riveted joints.
- FIGURE 8 Shown in FIGURE 8 is another embodiment in which each end of the sheath 3 is fitted in a trumpet sheath 18 which is provided on the anchorage attachment.
- a space S between the upper end of the sheath and socket 14 thereby to absorb the difference in the thermal expansions and contractions as shown in FIGURES 7 and 8, or to provide an extensible joint in an intermediate portion of the sheath 3.
- a corrosion resistant layer of the cable 2 being damaged due to sliding movements of the cable 2 within the sheath caused by thermal expansion or contraction. This can be suitably prevented by the provision of the above-mentioned cushioning material 20.
- it is intended to bore apertures or tapped holes in the sheath units 3 of FIGURES 2 and 3 on a construction site for receiving rivets or bolts which fasten the connecting portions of the split sheath segments 30 or of the adjacent sheath units 3 it is desirable to provide projections on the inner surfaces of the sheaths 3 or to maintain a clearance of a predetermined gap between the sheath units 3 and the cable 2 by interposition of a spacer or other suitable means to prevent the cable 2 from being damaged by a drill or tools.
- FIGURE 9 there is shown a further embodiment to the invention, in which the opposing semi-cylindrical segments of each sheath unit are connected in staggered positions along the length of the cable. More specifically as illustrated in FIGURE 9, a segment 30 of a predetermined length and a segment 31 of a half length are fitted on the lower end of a cable 2 from opposite sides thereof and connected to each other to form an initial end of a sheath.
- the long and short segments 30 and 31, which are aligned with each other at the upper ends but have their lower ends terminated at staggered positions in the longitudinal direction, have the longitudinal meeting edges fastened to each other by rivets 32 or other suitable fixing means such as bolts, screws, fit joints, slits or welding.
- a bell- shaped split guide tube 33 is fitted on the cable 2 beforehand to connect thereto the alignment upper ends of the segments 30 and 31.
- the connected sheath segments 30 and 31 are slid upward by pulling a rope 13, and a segment of the next sheath unit is fastened to the longitudinal edges of the lower half of the longer segment 3 contiguously to the lower end of the short segment 31.
- the segments 30 and 30' of each sheath unit are connected to each other and to a segment of a preceding or succeeding sheath unit in longitudinally staggered positions by rivets 32 or other fastening means which secure the longitudinal meeting edges of the respective segments.
- the segments 30 and 30' of the succeeding sheath units are connected one after another at the lower end of the cable 2, while upwardly shifting the connected sheath units after connection of a single or a couple of fresh segments by a distance corresponding to an increment in length of the connected sheath train. Since the segments 30 and 30' are connected to each other as well as to a staggered segment 30 and 30' of a longitudinally adjacent sheath unit, there is no necessity for fastening means for connecting the abutted ends of longitudinally adjacent sheath segments and therefore the connecting work can be simplified to a significant degree.
- a hoop strap 35 with a backup material 36 such as silicone rubber, duplex adhesive tape orthe like, fixing the hoop strap 35 in position by a caulking strip 37 orthe like (FIGURE 9 and 10).
- the hoop strap 35 can be omitted in case the opposing end portions of the adjacent sheath segments are so shaped as to be connected with each other by fitting engagement.
- a cable grip 40 of a net-like sock which is fitted around the segments 30 and 31 of the leading sheath unit, and has loops at its force end connected to the rope 13 so that the grip 40 is tightened to lift the sheath segments 30 and 31 as the rope 13 is wound up by a winch.
- the connection of fresh sheath segments and the upward shift of the connected sheath segments are repeated alternately until the segments 30 and 31 at the leading end reach the upper end of the cable 2, forming a continuous cylindrical sheath A over the entire length of the cable 2 as shown particularly in Figure 12.
- the lower ends of the opposing sheath segments atthe terminal end of the sheath A are compensated with each other by the use of a short segment 31 in the same manner as at the leading end of the sheath A, and the opposite ends of the sheath A are connected respectively to connecting pipes 42 on sockets 41 through the trumpet sheath 43.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Ropes Or Cables (AREA)
Description
- This invention relates to improvements in and relating to a method forfitting corrosion protective and/or aesthetic sheaths on tension members of suspension bridges, suspended roofs, cable stayed bridges and the like.
- The circumferential surface of the tension members of this sort are usually covered with generally cylindrical sheaths for protection against corrosion. However, such corrosion protection sheaths are often found to be inconvenient since it becomes difficult to take up a tension member on a reel for storage or for other purposes once a sheath is fitted on the tension member. Therefore, it has been the conventional procedure to thread a tension member through cylindrical sheaths which are provided on scaffolds which are erected at suitable intervals along the tension member to be installed for protection against corrosion, or to fit sheaths on an installed cable by climbing on a scaffold which is provided along the entire length of the cable. Thus, the conventional sheaths invariably require a scaffold or scaffolds for fitting them on a cable, and necessitate the building of scaffolds on a large scale for long cables, resulting in high construction costs and an unduly long construction period.
- The present invention aims to solve the above-mentioned problems or difficulties. It is a more specific object of the present invention to provide a method for covering tension members consisting of bundles of steel wires, strands, wire ropes or high strength bars (hereinafter called "cables") with corrosion protection and/or aesthetic sheaths in a simplified manner, which does not require provision of a scaffold for fitting the corrosion protective sheaths on cables and which can realize significant reductions of the cost and time of the cable installation.
- According to the invention, there is provided a method forfitting a generally cylindrical corrosion protective and/or aesthetic sheath on tension members of suspension bridges, suspended roofs, cable stayed bridges and the like, said method comprising:
- fitting a sheath unit on or near one end of a cable;
- shifting the position of the fitted sheath unit toward the other end of the cable;
- fitting a fresh sheath unit similarly on the cable in continuation from the preceding sheath unit; and
- repeating fitting of a fresh sheath unit and shift of preceding sheath until said cable is covered with said sheath units substantially over the entire length thereof.
- In a preferred form of the invention, each corrosion protective and/or aesthetic sheath unit consists of a pair of split segments formed from a synthetic resin such as polyethylene or a metal such as copper, aluminium, stainless steel or the like, and is fitted on a cable such that the split segments are located in staggered positions along the axis of the cable.
- The above and other objects, features and advantages of the present invention will become apparent from the following description, taken in conjunction with the accompanying drawings, which show by way of example preferred embodiments of the invention.
- In the accompanying drawings:
- FIGURE 1 is a schematic front view of an embodiment of the invention;
- FIGURE 2 is a schematic perspective view of split sheath segments constituting a train of sheath units;
- FIGURE 3 is a schematic perspective view of a sheath of a different construction;
- FIGURES 4, 5(A), 5(B), 5(C), 6(A), and 6(B) are schematic sectional views showing various means for integrally connecting the sheath and cable together;
- FIGURES 7 and 8 are schematic sectional views showing the constructions at the terminal ends of a cable;
- FIGURE 9 is a schematic perspective view showing another embodiment of the invention;
- FIGURE 10 is a schematic sectional view taken on line X-X of FIGURE 9;
- FIGURE 11 is a schematic perspective view showing an example of the segment lifting means; and
- FIGURE 12 is a schematic sectional view a completely sheathed cable.
- Referring to the drawings and first to FIGURE 1, there is shown part of a cable stayed bridge 1 having a
tension member 2, which consists of a bundle of steel wires, strands, wire ropes or high strength bars (hereinafter called "a cable") tensioned between an upper end portion of atower 10 and a beam 11 of the bridge. A cylindricalprotective sheath unit 3 of a predetermined length is fitted on the circumference of a lower end portion of thecable 2 immediately above the beam 11. Thesheath unit 3 consists of a couple ofsplit segments 30 of a synthetic resin like polyethylene or a metallic material such as copper, aluminium, stainless steel or the like (see FIGURE 2). After fitting thesplit segments 30 on thecable 2, they are secured to each other by bolts, rivets, press-in fit or welding in such a manner as to hold thecable 2 from opposite sides. - The
sheath unit 3 thus fitted on thecable 2 is shifted upwards along the cable by a distance corresponding to its length by pulling arope 13 which is passed around apulley 12 at the upper end of thetower 10, and then a freshprotective sheath unit 3 is fitted on thecable 2 in the same - manner. The upper end of the lower or succeedingsheath unit 3 is fitted into the lower end of the precedingsheath unit 3, and the overlapped end portions of the twosheaths units 3 are fastened to each other by bolts or other suitable means. If desired, the connecting end portions of the preceding and succeeding sheath units may be secured to each other by butt welding. The two connectedsheath units 3 are slid upwards by pulling therope 13 again, and another freshprotective sheath unit 3 is fitted on thecable 2 and connected to the lower end of thesecond unit 3. In this manner fresh protective and/or aesthetic sheath units are connected one after another until thecable 2 is covered with thesheath unit 3 over the entire length thereof. - In this instance, instead of lifting by the
rope 13, the connectedsheath units 3 may be pushed up each time by a distance corresponding to their unit length, or alternatively thefirst sheath unit 3 may be fitted on the upper end of-thecable 2 which is accessible from the top end portion of thetower 10, successively lowering thesheath units 3 along thecable 2 after fitting and connectingfresh sheath units 3 to the upper end of .the precedingunits 3. Further, it is to be understood that, instead of a pair ofsplit segments 30, each sheath unit may be constituted by three or more segments which can be assembled into a cylindrical shape with a number of pieces in the longitudinal direction, if desired, for fitting the same on thecable 2 by elastic deformation. Furthermore, as shown particularly in Figure 3, asheath unit 3 of a desired length can be formed by spirally wrapping a rolledcovering strip 31 around the circumference at one end of acable 2 and fastening the overlapped portions of thecovering strips 31 by rivets or other suitable means. - After forming a
sheath unit 3 of the necessary length at one end of thecable 2 in this manner, the sheath unit is shifted toward the other end of thecable 2, and afresh sheath unit 3 is formed contiguously to the precedingunit 3. Consequently, there is no necessity for providing a scaffold or scaffolds as required by the conventional methods, and it becomes possible to reduce the installation cost as well as the time of construction markedly. - In order to lessen the frictional resistance at the time of moving the joined sheath units toward the other end of the
cable 2, it is desired to leave a predetermined clearance (normally about a 2-60 mm gap) between the inner surfaces of eachsheath unit 3 and the circumference of thecable 2. However, if such a clearance exists after installation, thesheath 3 may vibrate independently of thecable 2 due to the action of winds or other external disturbances, so that there is a possibility of noise being produced or the sheath being damaged. These troubles can be precluded by integrating thesheath 3 andcable 2, for example by providingcushion material 20 such as sponge, sponge rubber, curled stainless steel wire or a spring on the inner surface of thesheath 3 or on the circumferential surface of thecable 2 as shown in FIGURE 4. With this arrangement the protective and/oraesthetic sheath 3 can be moved with a small frictional resistance due to elastic deformation of thecushion material 20, and, after installation, thesheath 3 andcable 2 are integrally joined to one another by thecushion material 20. Similar effects can be obtained by providing, instead of thecushion material 20, an age-hardening type tacky material such as silicone, foamable urethane or the like. It is also possible to lay one or a plurality ofinflatable tubes 21 along thecable 2 as shown in FIGURE 5(A), inflating thetubes 21 by introducing afiller 22 thereinto as shown in FIGURES 5(B) and 5(C) until thetubes 21 completely support thesheath 3 oncable 2 to connect them integrally to each other. Alternatively, thecable 2 may be temporarily held in a reduced diameter by compressing opposite end portions of thecable 2 withclamps 23 while the sheaths are fitted thereon as shown particularly in FIGURE 6(A), and removing theclamps 23 afterwards so that thecable 2 may be integrally connected to thesheath 3 by restoration of its normal diameter as shown in Figure 6(B). - As illustrated in FIGURE 7, the upper and lower ends of the
cable 2 are fixed bysockets 14, and each end portion of the connected sheath unit is fitted on apipe 15 of polyethylene, steel or the like which is retained in thesocket 14, thereby preventing each end portion of thecable 2 being exposed to the weather and at the same time improving the corrosion resistance of each end portion of thecable 2 and its appearance. In order to improve the corrosion resistance of each end portion of thecable 2 still further, it is desirable to fill thepipes 15 with afiller material 16 of a synthetic resin, rubber or the like. Further, awater drain hole 17 may be provided at the lower end of thesheath 3 at a position opposing a slant surface of thefiller material 16 to drain water which might enter thesheath 3 through its riveted joints. - Shown in FIGURE 8 is another embodiment in which each end of the
sheath 3 is fitted in atrumpet sheath 18 which is provided on the anchorage attachment. In the case where there is a difference in linear thermal expansion coefficient between thecable 2 andsheath 3, it is desirable to provide a space S between the upper end of the sheath andsocket 14 thereby to absorb the difference in the thermal expansions and contractions as shown in FIGURES 7 and 8, or to provide an extensible joint in an intermediate portion of thesheath 3. In the case of a verylong cable 2, there are possibilities of a corrosion resistant layer of thecable 2 being damaged due to sliding movements of thecable 2 within the sheath caused by thermal expansion or contraction. This can be suitably prevented by the provision of the above-mentionedcushioning material 20. Accordingly, it is preferred to provide the cushion.material 20 between the circumferential surface of thecable 2 and the inner surface of thesheath 3 in the embodiments shown in FIGURES 4, and 8. Where it is intended to bore apertures or tapped holes in thesheath units 3 of FIGURES 2 and 3 on a construction site for receiving rivets or bolts which fasten the connecting portions of thesplit sheath segments 30 or of theadjacent sheath units 3, it is desirable to provide projections on the inner surfaces of thesheaths 3 or to maintain a clearance of a predetermined gap between thesheath units 3 and thecable 2 by interposition of a spacer or other suitable means to prevent thecable 2 from being damaged by a drill or tools. - Referring to FIGURE 9, there is shown a further embodiment to the invention, in which the opposing semi-cylindrical segments of each sheath unit are connected in staggered positions along the length of the cable. More specifically as illustrated in FIGURE 9, a
segment 30 of a predetermined length and asegment 31 of a half length are fitted on the lower end of acable 2 from opposite sides thereof and connected to each other to form an initial end of a sheath. The long andshort segments rivets 32 or other suitable fixing means such as bolts, screws, fit joints, slits or welding. In this instance, a bell- shapedsplit guide tube 33 is fitted on thecable 2 beforehand to connect thereto the alignment upper ends of thesegments sheath segments rope 13, and a segment of the next sheath unit is fastened to the longitudinal edges of the lower half of thelonger segment 3 contiguously to the lower end of theshort segment 31. Namely, thesegments 30 and 30' of each sheath unit are connected to each other and to a segment of a preceding or succeeding sheath unit in longitudinally staggered positions byrivets 32 or other fastening means which secure the longitudinal meeting edges of the respective segments. - In this manner, the
segments 30 and 30' of the succeeding sheath units are connected one after another at the lower end of thecable 2, while upwardly shifting the connected sheath units after connection of a single or a couple of fresh segments by a distance corresponding to an increment in length of the connected sheath train. Since thesegments 30 and 30' are connected to each other as well as to a staggeredsegment 30 and 30' of a longitudinally adjacent sheath unit, there is no necessity for fastening means for connecting the abutted ends of longitudinally adjacent sheath segments and therefore the connecting work can be simplified to a significant degree. In this case, in order to prevent invasion of water through the abutted ends of the adjacent sheath segments, it is desirable to fit around the abutted ends ahoop strap 35 with abackup material 36 such as silicone rubber, duplex adhesive tape orthe like, fixing thehoop strap 35 in position by acaulking strip 37 orthe like (FIGURE 9 and 10). Thehoop strap 35 can be omitted in case the opposing end portions of the adjacent sheath segments are so shaped as to be connected with each other by fitting engagement. - For lifting up the connected segments by the
rope 13, there may be employed acable grip 40 of a net-like sock which is fitted around thesegments rope 13 so that thegrip 40 is tightened to lift thesheath segments rope 13 is wound up by a winch. In this manner, the connection of fresh sheath segments and the upward shift of the connected sheath segments are repeated alternately until thesegments cable 2, forming a continuous cylindrical sheath A over the entire length of thecable 2 as shown particularly in Figure 12. The lower ends of the opposing sheath segments atthe terminal end of the sheath A are compensated with each other by the use of ashort segment 31 in the same manner as at the leading end of the sheath A, and the opposite ends of the sheath A are connected respectively to connectingpipes 42 onsockets 41 through thetrumpet sheath 43.
Claims (15)
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP58015568A JPS6059350B2 (en) | 1983-02-01 | 1983-02-01 | Corrosion-proof coating method for cables |
DE8484304934T DE3470069D1 (en) | 1984-07-19 | 1984-07-19 | Method for covering cables with sheaths for corrosion protection and/or aesthetic reasons |
EP19840304934 EP0169276B1 (en) | 1983-02-01 | 1984-07-19 | Method for covering cables with sheaths for corrosion protection and/or aesthetic reasons |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP58015568A JPS6059350B2 (en) | 1983-02-01 | 1983-02-01 | Corrosion-proof coating method for cables |
EP19840304934 EP0169276B1 (en) | 1983-02-01 | 1984-07-19 | Method for covering cables with sheaths for corrosion protection and/or aesthetic reasons |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0169276A1 EP0169276A1 (en) | 1986-01-29 |
EP0169276B1 true EP0169276B1 (en) | 1988-03-23 |
Family
ID=26093928
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP19840304934 Expired EP0169276B1 (en) | 1983-02-01 | 1984-07-19 | Method for covering cables with sheaths for corrosion protection and/or aesthetic reasons |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP0169276B1 (en) |
JP (1) | JPS6059350B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
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KR20190112071A (en) * | 2017-02-03 | 2019-10-02 | 소레탄체 프레씨네트 | Structural Cable with Inner Housing |
RU2756644C1 (en) * | 2017-11-03 | 2021-10-04 | Солетанш Фрейсине | Shell of a structural rope for a building, methods for installation and technical maintenance |
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AU586340B2 (en) * | 1986-06-23 | 1989-07-06 | Ian Christopher Dettman | Sterilization of ascorbates |
DE3626886A1 (en) * | 1986-08-08 | 1988-02-11 | Xaver Lipp | SUPPORTING OR TENSIONING ROPE WITH A SHEATHING AND METHOD AND DEVICE FOR PRODUCING SUCH A ROPE |
GB8830324D0 (en) * | 1988-12-29 | 1989-02-22 | Bridon Plc | Jackets for cables and the like |
FR2660332B1 (en) * | 1990-04-02 | 1992-10-16 | Freyssinet Int Stup | IMPROVEMENTS ON STAYS AND THEIR COMPONENTS. |
FR2712900B1 (en) * | 1993-11-22 | 1996-02-02 | Freyssinet Int Stup | Improvements to methods and devices for installing discontinuous sheaths on cables and cables thus sheathed. |
ATE458090T1 (en) | 2002-04-22 | 2010-03-15 | Vsl Int Ag | METHOD FOR PREVENTING RELATIVE TRANSVERSAL MOVEMENTS BETWEEN A TUBE AND AT LEAST ONE CABLE |
FR2849070B1 (en) * | 2002-12-18 | 2005-03-04 | Freyssinet Int Stup | METHOD FOR MOUNTING A HAUBAN |
JP2007009526A (en) * | 2005-06-30 | 2007-01-18 | Se Corp | Spacer for protective pipe |
DE102007017697A1 (en) | 2007-04-14 | 2008-10-23 | Dywidag-Systems International Gmbh | Tension member for structures and method for its production |
JP5255516B2 (en) * | 2009-05-19 | 2013-08-07 | 本州四国連絡高速道路株式会社 | Method and apparatus for press-fitting anticorrosive agent for wire rope |
US8769882B2 (en) * | 2010-06-07 | 2014-07-08 | Hardwire, Llc | Protection system for structural members such as cables |
JP5826570B2 (en) * | 2010-11-12 | 2015-12-02 | 三井住友建設株式会社 | Protective pipe repair method for existing bridge and formwork material used in the method |
CN104064260A (en) * | 2013-03-22 | 2014-09-24 | 耐克森公司 | Cable and train comprising the same |
JP6723805B2 (en) * | 2016-04-14 | 2020-07-15 | 神鋼鋼線工業株式会社 | Cable damping material and cable damping method |
DE102017218479A1 (en) * | 2017-10-16 | 2019-04-18 | Dywidag-Systems International Gmbh | Tendon guard |
CN113389131B (en) * | 2021-07-26 | 2023-03-07 | 刘顺民 | Three-cable bridge |
WO2023135438A1 (en) * | 2022-01-14 | 2023-07-20 | Soletanche Freyssinet | Method and device for arranging a sheath on a stay cable |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB517620A (en) * | 1938-07-30 | 1940-02-05 | William Lindsay Hamilton | Improvements in and relating to a catenary cable construction for suspension bridges |
DE890355C (en) * | 1950-10-29 | 1953-09-17 | Karl Heinrich Dipl-Ing Seegers | Filling between cable clamps and suspension cables of suspension bridges |
DE1290456B (en) * | 1964-01-30 | 1969-03-06 | Krupp Gmbh | Suspension cable, especially for suspension or inclined cable bridges |
-
1983
- 1983-02-01 JP JP58015568A patent/JPS6059350B2/en not_active Expired
-
1984
- 1984-07-19 EP EP19840304934 patent/EP0169276B1/en not_active Expired
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20190112071A (en) * | 2017-02-03 | 2019-10-02 | 소레탄체 프레씨네트 | Structural Cable with Inner Housing |
KR102617758B1 (en) | 2017-02-03 | 2023-12-26 | 소레탄체 프레씨네트 | Structured cable with internal housing |
RU2756644C1 (en) * | 2017-11-03 | 2021-10-04 | Солетанш Фрейсине | Shell of a structural rope for a building, methods for installation and technical maintenance |
Also Published As
Publication number | Publication date |
---|---|
JPS6059350B2 (en) | 1985-12-24 |
JPS59144686A (en) | 1984-08-18 |
EP0169276A1 (en) | 1986-01-29 |
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