EP3348712B1 - Method for manufacturing hot extruded polyethylene zinc-aluminium alloy-plated steel wire hauling cable - Google Patents
Method for manufacturing hot extruded polyethylene zinc-aluminium alloy-plated steel wire hauling cable Download PDFInfo
- Publication number
- EP3348712B1 EP3348712B1 EP16898333.6A EP16898333A EP3348712B1 EP 3348712 B1 EP3348712 B1 EP 3348712B1 EP 16898333 A EP16898333 A EP 16898333A EP 3348712 B1 EP3348712 B1 EP 3348712B1
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- EP
- European Patent Office
- Prior art keywords
- steel wire
- wire cable
- anchor
- steel
- length
- 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.)
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- 229910000831 Steel Inorganic materials 0.000 title claims description 348
- 239000010959 steel Substances 0.000 title claims description 348
- -1 polyethylene zinc-aluminium Polymers 0.000 title claims description 45
- 238000000034 method Methods 0.000 title claims description 23
- 238000004519 manufacturing process Methods 0.000 title claims description 16
- 238000007789 sealing Methods 0.000 claims description 71
- 238000005266 casting Methods 0.000 claims description 45
- 239000004698 Polyethylene Substances 0.000 claims description 34
- 229910045601 alloy Inorganic materials 0.000 claims description 32
- 239000000956 alloy Substances 0.000 claims description 32
- 238000007747 plating Methods 0.000 claims description 32
- 229920000573 polyethylene Polymers 0.000 claims description 32
- 229910000611 Zinc aluminium Inorganic materials 0.000 claims description 28
- HXFVOUUOTHJFPX-UHFFFAOYSA-N alumane;zinc Chemical compound [AlH3].[Zn] HXFVOUUOTHJFPX-UHFFFAOYSA-N 0.000 claims description 28
- 238000001125 extrusion Methods 0.000 claims description 23
- 238000001514 detection method Methods 0.000 claims description 19
- 230000001681 protective effect Effects 0.000 claims description 18
- 238000005520 cutting process Methods 0.000 claims description 16
- 239000000945 filler Substances 0.000 claims description 15
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 13
- 229910052782 aluminium Inorganic materials 0.000 claims description 13
- 238000005260 corrosion Methods 0.000 claims description 11
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 claims description 10
- 239000011701 zinc Substances 0.000 claims description 10
- 229910052725 zinc Inorganic materials 0.000 claims description 10
- 229910000838 Al alloy Inorganic materials 0.000 claims description 8
- 229910000881 Cu alloy Inorganic materials 0.000 claims description 8
- TVZPLCNGKSPOJA-UHFFFAOYSA-N copper zinc Chemical compound [Cu].[Zn] TVZPLCNGKSPOJA-UHFFFAOYSA-N 0.000 claims description 8
- 238000012937 correction Methods 0.000 claims description 8
- 230000007797 corrosion Effects 0.000 claims description 7
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 claims description 6
- 241000221535 Pucciniales Species 0.000 claims description 6
- 239000011248 coating agent Substances 0.000 claims description 6
- 238000000576 coating method Methods 0.000 claims description 6
- 229910052802 copper Inorganic materials 0.000 claims description 6
- 239000010949 copper Substances 0.000 claims description 6
- 238000005246 galvanizing Methods 0.000 claims description 6
- 238000005259 measurement Methods 0.000 claims description 6
- 239000000203 mixture Substances 0.000 claims description 6
- 239000003973 paint Substances 0.000 claims description 6
- 229920000728 polyester Polymers 0.000 claims description 4
- 230000035882 stress Effects 0.000 claims description 4
- 239000003795 chemical substances by application Substances 0.000 claims description 3
- 238000013461 design Methods 0.000 claims description 3
- 239000003085 diluting agent Substances 0.000 claims description 3
- 239000000428 dust Substances 0.000 claims description 3
- 239000003822 epoxy resin Substances 0.000 claims description 3
- 239000007788 liquid Substances 0.000 claims description 3
- 229920000647 polyepoxide Polymers 0.000 claims description 3
- 239000004575 stone Substances 0.000 claims description 3
- 238000012546 transfer Methods 0.000 claims description 3
- 230000006353 environmental stress Effects 0.000 claims description 2
- 239000000835 fiber Substances 0.000 claims description 2
- 239000000155 melt Substances 0.000 claims description 2
- 238000005406 washing Methods 0.000 claims 2
- 239000000725 suspension Substances 0.000 claims 1
- 239000010410 layer Substances 0.000 description 21
- 238000009434 installation Methods 0.000 description 13
- 238000010276 construction Methods 0.000 description 12
- 238000003860 storage Methods 0.000 description 8
- 230000015572 biosynthetic process Effects 0.000 description 5
- 238000011161 development Methods 0.000 description 3
- 230000018109 developmental process Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 229910001297 Zn alloy Inorganic materials 0.000 description 2
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 2
- 230000002401 inhibitory effect Effects 0.000 description 2
- 230000035515 penetration Effects 0.000 description 2
- 229920003023 plastic Polymers 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 238000009423 ventilation Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 229910000365 copper sulfate Inorganic materials 0.000 description 1
- ARUVKPQLZAKDPS-UHFFFAOYSA-L copper(II) sulfate Chemical compound [Cu+2].[O-][S+2]([O-])([O-])[O-] ARUVKPQLZAKDPS-UHFFFAOYSA-L 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000009661 fatigue test Methods 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 230000002045 lasting effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 231100000614 poison Toxicity 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 230000002829 reductive effect Effects 0.000 description 1
- 230000002040 relaxant effect Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- 239000003440 toxic substance Substances 0.000 description 1
Images
Classifications
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- 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
-
- D—TEXTILES; PAPER
- D07—ROPES; CABLES OTHER THAN ELECTRIC
- D07B—ROPES OR CABLES IN GENERAL
- D07B1/00—Constructional features of ropes or cables
- D07B1/06—Ropes or cables built-up from metal wires, e.g. of section wires around a hemp core
- D07B1/08—Ropes or cables built-up from metal wires, e.g. of section wires around a hemp core the layers of which are formed of profiled interlocking wires, i.e. the strands forming concentric layers
- D07B1/10—Ropes or cables built-up from metal wires, e.g. of section wires around a hemp core the layers of which are formed of profiled interlocking wires, i.e. the strands forming concentric layers with a core of wires arranged parallel to the centre line
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- D—TEXTILES; PAPER
- D07—ROPES; CABLES OTHER THAN ELECTRIC
- D07B—ROPES OR CABLES IN GENERAL
- D07B1/00—Constructional features of ropes or cables
- D07B1/14—Ropes or cables with incorporated auxiliary elements, e.g. for marking, extending throughout the length of the rope or cable
- D07B1/148—Ropes or cables with incorporated auxiliary elements, e.g. for marking, extending throughout the length of the rope or cable comprising marks or luminous elements
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- D—TEXTILES; PAPER
- D07—ROPES; CABLES OTHER THAN ELECTRIC
- D07B—ROPES OR CABLES IN GENERAL
- D07B3/00—General-purpose machines or apparatus for producing twisted ropes or cables from component strands of the same or different material
-
- D—TEXTILES; PAPER
- D07—ROPES; CABLES OTHER THAN ELECTRIC
- D07B—ROPES OR CABLES IN GENERAL
- D07B5/00—Making ropes or cables from special materials or of particular form
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- D—TEXTILES; PAPER
- D07—ROPES; CABLES OTHER THAN ELECTRIC
- D07B—ROPES OR CABLES IN GENERAL
- D07B5/00—Making ropes or cables from special materials or of particular form
- D07B5/002—Making parallel wire strands
-
- D—TEXTILES; PAPER
- D07—ROPES; CABLES OTHER THAN ELECTRIC
- D07B—ROPES OR CABLES IN GENERAL
- D07B7/00—Details of, or auxiliary devices incorporated in, rope- or cable-making machines; Auxiliary apparatus associated with such machines
- D07B7/02—Machine details; Auxiliary devices
- D07B7/14—Machine details; Auxiliary devices for coating or wrapping ropes, cables, or component strands thereof
- D07B7/145—Coating or filling-up interstices
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- D—TEXTILES; PAPER
- D07—ROPES; CABLES OTHER THAN ELECTRIC
- D07B—ROPES OR CABLES IN GENERAL
- D07B9/00—Binding or sealing ends, e.g. to prevent unravelling
-
- 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
-
- 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
- D07B2201/00—Ropes or cables
- D07B2201/20—Rope or cable components
- D07B2201/2001—Wires or filaments
- D07B2201/201—Wires or filaments characterised by a coating
- D07B2201/2011—Wires or filaments characterised by a coating comprising metals
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- 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
- D07B2201/2015—Strands
- D07B2201/2042—Strands characterised by a coating
- D07B2201/2044—Strands characterised by a coating comprising polymers
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- D—TEXTILES; PAPER
- D07—ROPES; CABLES OTHER THAN ELECTRIC
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- D07B2201/00—Ropes or cables
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- D07B2201/2015—Strands
- D07B2201/2042—Strands characterised by a coating
- D07B2201/2045—Strands characterised by a coating comprising multiple layers
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- 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
- D07B2201/2087—Jackets or coverings being of the coated type
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- 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
- D07B2201/2088—Jackets or coverings having multiple layers
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- 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
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- D—TEXTILES; PAPER
- D07—ROPES; CABLES OTHER THAN ELECTRIC
- D07B—ROPES OR CABLES IN GENERAL
- D07B2205/00—Rope or cable materials
- D07B2205/20—Organic high polymers
- D07B2205/201—Polyolefins
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- D07B2205/00—Rope or cable materials
- D07B2205/30—Inorganic materials
- D07B2205/3021—Metals
- D07B2205/3085—Alloys, i.e. non ferrous
- D07B2205/3092—Zinc (Zn) and tin (Sn) alloys
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- D—TEXTILES; PAPER
- D07—ROPES; CABLES OTHER THAN ELECTRIC
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- D07B2207/4031—Winding device
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- 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
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- D—TEXTILES; PAPER
- D07—ROPES; CABLES OTHER THAN ELECTRIC
- D07B—ROPES OR CABLES IN GENERAL
- D07B5/00—Making ropes or cables from special materials or of particular form
- D07B5/005—Making ropes or cables from special materials or of particular form characterised by their outer shape or surface properties
- D07B5/006—Making ropes or cables from special materials or of particular form characterised by their outer shape or surface properties by the properties of an outer surface polymeric coating
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- D—TEXTILES; PAPER
- D07—ROPES; CABLES OTHER THAN ELECTRIC
- D07B—ROPES OR CABLES IN GENERAL
- D07B7/00—Details of, or auxiliary devices incorporated in, rope- or cable-making machines; Auxiliary apparatus associated with such machines
- D07B7/02—Machine details; Auxiliary devices
- D07B7/10—Devices for taking-up or winding the finished rope or cable
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- D—TEXTILES; PAPER
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- D07B—ROPES OR CABLES IN GENERAL
- D07B7/00—Details of, or auxiliary devices incorporated in, rope- or cable-making machines; Auxiliary apparatus associated with such machines
- D07B7/02—Machine details; Auxiliary devices
- D07B7/14—Machine details; Auxiliary devices for coating or wrapping ropes, cables, or component strands thereof
Definitions
- the invention belongs to the technical field of bridge cable, and relates to a method for fabricating a steel wire cable comprising an extruded polyethylene and a zinc-aluminum alloy plating.
- a cable-stayed bridge has one or more towers, from which cables support the bridge deck.
- the cable-stayed bridge features light structure and strong applicability, and is able to form different systems by varying the combination of bridge deck, cables, and towers according to different geologic environment and terrains. Due to the addition of the stay cables, a bending moment of a main girder is significantly decreased. Compared with large-span bridges of other systems, the uses of the steel and the concrete of the main girder in the cable-stayed bridge are relatively saved. Under the action of the pre-tension of the cable-stayed bridge, an internal force of the main girder can be adjusted to make the distribution thereof uniform and therefore acquire better economic effect.
- the main girder can be manufactured as a uniform girder, thus being convenient for manufacture and installation.
- a horizontal component force of the stay cable is equivalent to a pre-pressure applied to the main girder, which further improves the crack resistance of the girder (especially the concrete girder) and fully presents the performances of the materials.
- the world's first modern cable-stayed bridge was the Stro msund Bridge built in 1955 in Sweden, and was a steel cable-stayed bridge having a span of 182.6 m across the Strom Strait, marking the beginning of modern cable-stayed bridges.
- the world's first concrete cable-stayed bridge was built in Venezuela (with a main span of 135 meters). At that time, the cable-stayed bridge had gained rapid development.
- the Norman Bridge with a main span of 856 meters, had been built in France, and the Duo Luo Bridge, with a main span of 890 meters, had been built in Japan. Cables of all these bridges adopts hot galvanized stranded wire or steel wire.
- a method for fabricating a steel wire cable comprising an extruded polyethylene and a zinc-aluminum alloy plating.
- steel wires are arranged according to an arrangement rule at a cross section of the steel wire cable; a length of the overall cable is controlled by a length of a central standard wire; a bunch of the steel wires comprising a zinc-aluminum alloy plating are twisted with a torsion angle of between 2° and 4°; the steel wire bunch is then wrapped with a polyester wrapping bandage and covered with a double-layered protective polyethylene sheath by using double-cavity co-extrusion process for one-step formation, and an outer surface of the polyethylene sheath is provided with embossments for rain-wind induced vibration resistance; the two ends of the steel wire cable are fixed by anchors using fillers, coiled, and stored. And the coils of the steel wire cables are then transported to and respectively laid on a construction
- the present inventon provides a method for fabricating an extrusion coated steel wire cable as described in claim 1 as well as some advantageous embodiments as described in dependent claims.
- the method comprises the following steps:
- the steel wire comprising the zinc-aluminum alloy plating is adopted because the zinc-aluminum alloy plating possesses much stronger anti-corrosive property, principle of which is as follows: a) as aluminum has very active chemical property, a dense layer of alumina is formed on a surface of the steel wire after hot dip of aluminum, and therefore the surface of the steel wire is easily inactivated to form a protective layer in corrosive environment. In a corrosive medium, a zinc-enriched surface layer, functioning as a positive electrode, is firstly eroded, the aluminum content continuously increases to make the alumina content increase, thus making the plating layer possessing stronger capability of preventing external toxic substances.
- the addition of the aluminum also inhibits the formation of a zinc-aluminum transitional layer which has weaker anti-corrosion performance and loosen tissue, thus being helpful for improving the overall anti-corrosion performance of the plating layer.
- the zinc-aluminum alloy plating is destructed and the steel is exposed, the plating functions as a positive electrode of an iron-zinc aluminum battery and is dissolved, and a steel substrate is therefore protected.
- a corrosion potential of the zinc-aluminum alloy is slightly lower than a pure zinc layer and is approximately -0.87, but the corrosion current of the zinc-aluminum alloy is only 1/5 of the hot dipped pure zinc.
- the zinc-aluminum alloy plating includes two types, Zn95AI5 5 having an aluminum content of between 4.2 and 7.2 wt. %, and Zn90Al10 having the aluminum content of between 9.2 and 12.2 wt. %.
- a plating weight is equal to or larger than 300 g/m 2 .
- a homogeneity indicator of the plating satisfies a time of copper sulfate of equal to or larger than 4 with each time lasting 60 s.
- a steel wire having a standard length is prepared. Certain markers for cutting are made at two ends of the steel wire. Thereafter, the steel wire having the standard length is utilized as a reference, and the overall length of the steel wire cable is controlled by a transfer method. By using the above measurements, the length error of the stay cable can be greatly reduced.
- the fabrication precision of the standard wire exceeds 1/30000, and the fabrication precision of the finished product of the steel wire cable is improved from the China's national standard of 1/5000 to 1/20000.
- the steel wire cable is formed by multiple layers of steel wires.
- the standard wire is positioned at a center position of a cross section of the steel wire cable.
- All the steel wires in the bunch are twisted to the left with a torsion angle of between 2° and 4°.
- the twisted steel wire bunch is wrapped by a wrapping bandage, wherein the wrapping bandage is right-handed twisted, to yield a steel wire cable as a semi-product.
- An outer dimeter of the steel wire bunch i. e., the naked steel wire cable, after being twisted is measured. Because the cross section of the steel wire bunch is in a shape of hexagon or hexagon with missing angles, a circumscribed circle of the selected cross section of the steel wire bunch is directly the diameter of the naked steel wire cable.
- the wrapping bandage is preferably a bandage made from a polyester fiber.
- the wrapping bandage has a width of between 40 and 60 mm and a tensile strength of equal to or high than 500 N/25 mm 2 .
- a double-layered protective polyethylene is prepared outside the steel wire cable, in which, the double-layered protective polyethylene has a density of between 0.942 and 0.978 g/cm 3 , environmental stress crack resistance property of ⁇ 5000 F 0 /h, and a melt index of ⁇ 0.45 g/10 min.
- Specific operation is as follows: before extruding, a die aperture of an extruder and an extrusion velocity are preset according to an outer diameter of the steel wire cable and thicknesses of two layers of polyethylene. The double-cavity co-extrusion for one-step formation is adopted. The two layers of the polyethylene plastics simultaneously cover the steel wire cable during the requirements of anti-corrosion.
- an outer surface of the double-layered protective polyethylene is provided with helical lines or embossments.
- a drag coefficient is equal to or smaller than 0.8.
- Original cutting positions of the steel wire cable are determined, the double-layered protective polyethylene is locally stripped, and the markers for cutting at two ends of the standard wire at the center position of the steel wire cable are found. Then, the steel wire cable is cut by using a non-liquid cutting machine and end faces of the steel wire cable are ensured perpendicular to an axis of the steel wire cable.
- the double-layered protective polyethylene is stripped according to a preset length to expose the steel wires, during which, the plating of the steel wires is prevented from being destructed.
- the anchor is a main connecting structure to transmit a tension of the steel wire cable to a tower and a girder.
- the steel wire cable adopts anchor structures including nut-screwing type anchor, anchor plate gap adjusting type anchor, or a fork-ear pin joint type anchor at two ends.
- the anchor is performed with hot galvanizing or paints coating for corrosion resistance.
- a thickness of the hot galvanizing is equal to or larger than 90 ⁇ m, and a thickness of the paints coating is determined according to specifications and design requirements of a steel structure.
- the types of the structures of the anchor is as follows:
- the nut screwing type anchor comprises: an anchor cup, a screw nut, an anchor plate, and a sealing assembly of a connecting cylinder.
- Such steel wire cable utilizes the end face of the nut to support the pressure and to transmit the load.
- the nut and the anchor cup are in rotary joint via a trapezoidal thread having high strength to realize the continuous adjustment of the length of the steel wire cable.
- the anchor cup is provided with tensional inner threads. In installation of the steel wire cable on the construction site, an installation force is applied on the steel wire cable by drawing the anchor.
- the anchor plate primarily functions in dispersing the steel wires, steel wire holes are distributed on the anchor plate, and the steel wires pass through corresponding steel wire holes and are headed.
- An external cone boss can be tightly attached to an internal conical cavity.
- the end face-supporting type anchor comprises: an anchor cup, an anchor plate, and a sealing assembly of a connecting cylinder. End faces of such steel wire cable are directly supported on anchor plate, and different gap adjusting plates are utilized to regulate the length of the steel wire cable.
- the gas adjusting plates have different thicknesses to satisfy the requirement of the construction site.
- the anchor cup is provided with tensional inner threads. In installation of the steel wire cable on the construction site, an installation force is applied on the steel wire cable by drawing the anchor. Such kind of anchor does not necessitate nuts, and the anchor cup is not provided with external threads.
- the anchor plate functions in dispersing the steel wires, the steel wire holes are distributed on the anchor plate, and the steel wires pass through corresponding steel wire holes and are headed. An external cone boss can be tightly attached to an internal conical cavity.
- the fork-ear pin joint type anchor comprises: a fork ear, a pin shaft, an anchor cup, a nut, and a sealing assembly of a connecting cylinder.
- One end of such steel wire cable is connected to the steel structure of the tower or the girder via the fork ear and the pin shaft, and the other end of the steel wire cable adopts an end face of a nut to bear pressure and to transmit the load, thus realizing the continuous adjustment of the length of the steel wire cable.
- the anchor cup is provided with tensional inner threads. In installation of the steel wire cable on the construction site, an installation force is applied on the steel wire cable by drawing the anchor.
- the anchor plate functions in dispersing the steel wires, the steel wire holes are distributed on the anchor plate, and the steel wires pass through corresponding steel wire holes and are headed.
- An external cone boss can be tightly attached to an internal conical cavity.
- the sealing assembly of the connecting cylinder in the above three structures all adopts the new type of cable end sealing technology, in which, an outer part of the connecting cylinder is firstly sealed by a sealing cover, and an inner wall of the connecting cylinder in the vicinity of a port is sealed again by an elastic sealing ring and a sealing press ring.
- the two sealing measurements finally realizes the sealing of the two ends of the steel wire cable, that is, the sealing between the anchors and the interfaces of the polyethylene steel wire cable.
- the sealing assembly has stronger strength, thus being difficult to be destructed, much longer service life, and much endurable sealing structure.
- the sealing structure at the ends of the steel wire cable is a reliable mechanical sealing structure, configured to prevent the corrosion resulting from the water penetration into the PE cable.
- the sealing structure as a substitute of a heat shrink sleeve, is utilized for sealing, thus overcoming the problem of damage of the heat shrink sleeve.
- an endurable sealing structure at an end of the steel wire cable fits together with the connecting cylinder of the anchor and comprises: the elastic sealing ring, a sealing press ring, and a sealing cover.
- the sealing press ring is disposed in the port of the connecting cylinder and an outer end of the sealing press ring is exposed outside the connecting cylinder.
- a press surface is formed on the inner wall of the connecting cylinder relative to the inner end face of the sealing press ring.
- the elastic sealing ring is disposed between the inner end face of the sealing press ring and the press surface. Under the press of the press surface, the elastic sealing ring is deformed and attached to the outer wall of the steel wire cable.
- the sealing cover is disposed on a front end of the connecting cylinder and possesses a Harvard structure.
- a front part of the sealing cover contacts and fits with the outer wall of the steel wire cable and a corresponding contact surface is provided with a sealing ring.
- a rear part of the sealing cover contacts and fits with the sealing press ring or the connecting cylinder and a corresponding contact surface is provided with a sealing strip.
- the casting of the anchor is carried out by chill casting of heading anchor or by hot casting of anchor, operations of which are as follows:
- the hot casting anchor adopts a zinc alloy for casting, and a zinc-copper alloy and a zinc-copper-aluminum alloy are the common two alloys.
- the zinc-copper alloy comprises 98 ⁇ 0.2 wt. % of zinc and 2 ⁇ 0.2 wt. % of copper, and the zinc-copper-aluminum alloy comprises 4 - 7 wt. % of aluminum, 1 - 2 wt. % of copper, and 91 - 95 wt. % of zinc.
- the casting is performed as follows:
- the tension detection or the top pressure detection are important means to detect the quality of the steel wire cable. According to fillers for the casting of the anchor, the tension detection is performed on the steel wire cable with chilled-casted anchor or the top pressure detection is performed on the steel wire cable with hot-casted anchor before leaving a plant, which is specifically as follows:
- the steel wire cable is stretched by an overstretching force which is set to be between 1.1 and 1.5 folds of a designed tension of the steel wire cable and satisfies that a retraction value of a casting body inside the anchor cup after stretching is equal to or less than 6 mm.
- the overstretching force is then unloaded to be 20% of the original overstretching force or to be the designed tension of the steel wire cable after the stretching.
- Atop pressure is applied to the steel wire cable.
- the top pressure is 1.25 folds of the designed tension of the steel wire cable and satisfies that a retraction value of the casting body inside the anchor cup after the top pressure detection is equal to or less than 6 mm.
- the steel wire cable is coiled by a coil frame. Before the coiling, an outer surface of the steel wire cable is packed, and layers of the steel wire cables are successively coiled by using the coil frame. An inner diameter of a resulting coil is equal to or larger than 20 folds of an outer diameter of the steel wire cable and is equal to or larger than 1.6 m.
- Finished product of the steel wire cable adopts indoor storage or outdoor storage.
- indoor storage When the indoor storage is adopted, an oilcloth is used to cover the steel wire cable.
- a storage site is equipped with ventilation and fire-proof facilities to ensure the quality and the safety of the stored steel wire cables.
- the method for fabricating the steel wire cable comprising the extruded polyethylene and the zinc-aluminum alloy plating has the following advantages: the steel wires are arranged according to the arrangement rule at the cross section of the steel wire cable.
- the length of the overall cable is controlled by the length of the central standard wire.
- the bunch of the steel wires comprising the zinc-aluminum alloy plating are twisted with the torsion angle of between 2° and 4°.
- the steel wire bunch is then wrapped with the polyester wrapping bandage and covered with the double-layered protective polyethylene sheath by using double-cavity co-extrusion process for one-step formation, and the outer surface of the polyethylene sheath is provided with embossments for rain-wind induced vibration resistance.
- the two ends of the steel wire cable are fixed by anchors using fillers, coiled, and stored. And the coils of the steel wire cables are then transported to and respectively laid on the construction field.
- the fabrication of the steel wire cable of the invention is not restricted by the construction site, and hardly affected by the climate factors. And the management of the industrialized production is easily controllable. All these satisfy the use requirements of long length, high accuracy, and endurance of the stay cable for the large-span bridge used in the marine environment.
- Anchor plate 1. Anchor plate; 2. Anchor cup; 3. Sealing assembly of a connecting cylinder; 4. Steel wire cable; 5. Sealing structure at an end of a steel wire cable; 6. Nut; 7. Gap adjusting plate; 8. Pin shaft; and 9. Fork ear.
- steel wires comprising a zinc-aluminum alloy plating are twisted together to form a naked steel wire cable, an outer layer of the naked steel wire cable is covered by a double-layered protective polyethylene by extrusion. Two ends of a resulting steel wire cable are then anchored by casting, coiled, transported to the construction site and laid respectively.
- the steel wire comprising the zinc-aluminum alloy plating is adopted because the zinc-aluminum alloy plating possesses much stronger anti-corrosive property.
- the zinc-aluminum alloy plating includes two types, Zn95AI5 5 having an aluminum content of between 4.2 and 7.2 wt. %, and Zn90Al10 having the aluminum content of between 9.2 and 12.2 wt. %.
- a plating weight is equal to or larger than 300 g/m 2 .
- a steel wire having a standard length is prepared. Certain markers for cutting are made at two ends of the steel wire. Thereafter, the steel wire having the standard length is utilized as a reference, and the overall length of the steel wire cable is controlled by a transfer method.
- the steel wire cable is formed by multiple layers of steel wires.
- the standard wire is positioned at a center position of a cross section of the steel wire cable.
- a steel wire bunch is twisted to the left with a torsion angle of between 2° and 4°.
- the twisted steel wire bunch is wrapped by a wrapping bandage, wherein the wrapping bandage is right-handed twisted, to yield a steel wire cable as a semi-product.
- An outer diameter of the steel wire bunch, i. e., the naked steel wire cable, after being twisted is measured. Because the cross section of the steel wire bunch is in a shape of hexagon, a circumscribed circle of the selected cross section of the steel wire bunch is directly the diameter of the naked steel wire cable.
- a double-layered protective polyethylene is prepared outside the steel wire cable. Before extruding, a die aperture of an extruder and an extrusion velocity are preset according to an outer diameter of the steel wire cable and thicknesses of two layers of polyethylene. The double-cavity co-extrusion for one-step formation is adopted. The two layers of the polyethylene plastics simultaneously cover the steel wire cable during the requirements of anti-corrosion.
- an outer surface of the double-layered protective polyethylene is provided with helical lines or embossments.
- a drag coefficient is equal to or smaller than 0.8.
- Original cutting positions of the steel wire cable are determined, the double-layered protective polyethylene is locally stripped, and the markers for cutting at two ends of the standard wire at the center position of the steel wire cable are found. Then, the steel wire cable is cut by using a non-liquid cutting machine and end faces of the steel wire cable are ensured perpendicular to an axis of the steel wire cable.
- the double-layered protective polyethylene is stripped according to a preset length to expose the steel wires, during which, the plating of the steel wires is prevented from being destructed.
- the anchor is a main connecting structure to transmit a tension of the steel wire cable to a tower and a girder.
- Anchor structures of the steel wire cable are as follows: two nut-screwing type anchors disposed at two ends of the steel wire cable, as shown in FIG. 1 , two anchor plate gap adjusting type anchors at two ends of the steel wire cable, as shown in FIG. 2 , and a fork-ear pin joint type anchor at one end of the steel wire cable and a nut-screwing type anchor at the other end of the steel wire cable, as shown in FIGS. 3-4 .
- the nut screwing type anchor comprises: an anchor cup, a screw nut, an anchor plate, and a sealing assembly of a connecting cylinder.
- Such steel wire cable utilizes the end face of the nut to support the pressure and to transmit the load.
- the nut and the anchor cup are in rotary joint via a trapezoidal thread having high strength to realize the continuous adjustment of the length of the steel wire cable.
- the anchor cup is provided with tensional inner threads. In installation of the steel wire cable on the construction site, an installation force is applied on the steel wire cable by drawing the anchor.
- the anchor plate primarily functions in dispersing the steel wires, steel wire holes are distributed on the anchor plate, and the steel wires pass through corresponding steel wire holes and are headed.
- An external cone boss can be tightly attached to an internal conical cavity.
- the end face-supporting type anchor comprises: an anchor cup, an anchor plate, and a sealing assembly of a connecting cylinder. End faces of such steel wire cable are directly supported on anchor plate, and different gap adjusting plates are utilized to regulate the length of the steel wire cable.
- the gas adjusting plates have different thicknesses to satisfy the requirement of the construction site.
- the anchor cup is provided with tensional inner threads. In installation of the steel wire cable on the construction site, an installation force is applied on the steel wire cable by drawing the anchor. Such kind of anchor does not necessitate nuts, and the anchor cup is not provided with external threads.
- the anchor plate functions in dispersing the steel wires, the steel wire holes are distributed on the anchor plate, and the steel wires pass through corresponding steel wire holes and are headed. An external cone boss can be tightly attached to an internal conical cavity.
- the fork-ear pin joint type anchor comprises: a fork ear, a pin shaft, an anchor cup, a nut, and a sealing assembly of a connecting cylinder.
- One end of such steel wire cable is connected to the steel structure of the tower or the girder via the fork ear and the pin shaft, and the other end of the steel wire cable adopts an end face of a nut to bear pressure and to transmit the load, thus realizing the continuous adjustment of the length of the steel wire cable.
- the anchor cup is provided with tensional inner threads. In installation of the steel wire cable on the construction site, an installation force is applied on the steel wire cable by drawing the anchor.
- the anchor plate functions in dispersing the steel wires, the steel wire holes are distributed on the anchor plate, and the steel wires pass through corresponding steel wire holes and are headed.
- An external cone boss can be tightly attached to an internal conical cavity.
- the sealing assembly of the connecting cylinder in the above three structures all adopts the new type of cable end sealing technology, in which, an outer part of the connecting cylinder is firstly sealed by a sealing cover, and an inner wall of the connecting cylinder in the vicinity of a port is sealed again by an elastic sealing ring and a sealing press ring.
- the two sealing measurements finally realizes the sealing of the two ends of the steel wire cable, that is, the sealing between the anchors and the interfaces of the polyethylene steel wire cable.
- the sealing assembly has stronger strength, thus being difficult to be destructed, much longer service life, and much endurable sealing structure.
- the sealing structure at the ends of the steel wire cable is a reliable mechanical sealing structure, configured to prevent the corrosion resulting from the water penetration into the PE cable.
- the sealing structure as a substitute of a heat shrink sleeve, is utilized for sealing, thus overcoming the problem of damage of the heat shrink sleeve.
- an endurable sealing structure at an end of the steel wire cable fits together with the connecting cylinder of the anchor and comprises: the elastic sealing ring, a sealing press ring, and a sealing cover.
- the sealing press ring is disposed in the port of the connecting cylinder and an outer end of the sealing press ring is exposed outside the connecting cylinder.
- a press surface is formed on the inner wall of the connecting cylinder relative to the inner end face of the sealing press ring.
- the elastic sealing ring is disposed between the inner end face of the sealing press ring and the press surface. Under the press of the press surface, the elastic sealing ring is deformed and attached to the outer wall of the steel wire cable.
- the sealing cover is disposed on a front end of the connecting cylinder and possesses a Harvard structure.
- a front part of the sealing cover contacts and fits with the outer wall of the steel wire cable and a corresponding contact surface is provided with a sealing ring.
- a rear part of the sealing cover contacts and fits with the sealing press ring or the connecting cylinder and a corresponding contact surface is provided with a sealing strip.
- the anchor is performed with hot galvanizing or paints coating for corrosion resistance.
- a thickness of the hot galvanizing is equal to or larger than 90 ⁇ m, and a thickness of the paints coating is determined according to specifications and design requirements of a steel structure.
- the casting of the anchor is carried out by chill casting of heading anchor or by hot casting of anchor, operations of which are as follows:
- the hot casting anchor adopts a zinc alloy for casting, and a zinc-copper alloy and a zinc-copper-aluminum alloy are the common two alloys.
- the zinc-copper alloy comprises 98 ⁇ 0.2 wt. % of zinc and 2 ⁇ 0.2 wt. % of copper, and the zinc-copper-aluminum alloy comprises 4 - 7 wt. % of aluminum, 1 - 2 wt. % of copper, and 91 - 95 wt. % of zinc.
- the casting is performed as follows:
- the tension detection or the top pressure detection are important means to detect the quality of the steel wire cable. According to fillers for the casting of the anchor, the tension detection is performed on the steel wire cable with chilled-casted anchor or the top pressure detection is performed on the steel wire cable with hot-casted anchor before leaving a plant, which is specifically as follows:
- the steel wire cable is stretched by an overstretching force which is set to be between 1.1 and 1.5 folds of a designed tension of the steel wire cable and satisfies that a retraction value of a casting body inside the anchor cup after stretching is equal to or less than 6 mm.
- the overstretching force is then unloaded to be 20% of the original overstretching force or to be the designed tension of the steel wire cable after the stretching.
- a top pressure is applied to the steel wire cable.
- the top pressure is 1.25 folds of the designed tension of the steel wire cable and satisfies that a retraction value of the casting body inside the anchor cup after the top pressure detection is equal to or less than 6 mm.
- the steel wire cable is coiled by a coil frame. Before the coiling, an outer surface of the steel wire cable is packed, and layers of the steel wire cables are successively coiled by using the coil frame. An inner diameter of a resulting coil is equal to or larger than 20 folds of an outer diameter of the steel wire cable and is equal to or larger than 1.6 m.
- Finished product of the steel wire cable adopts indoor storage or outdoor storage.
- indoor storage When the indoor storage is adopted, an oilcloth is used to cover the steel wire cable.
- a storage site is equipped with ventilation and fire-proof facilities to ensure the quality and the safety of the stored steel wire cables.
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- Ropes Or Cables (AREA)
Description
- The invention belongs to the technical field of bridge cable, and relates to a method for fabricating a steel wire cable comprising an extruded polyethylene and a zinc-aluminum alloy plating.
- A cable-stayed bridge has one or more towers, from which cables support the bridge deck. The cable-stayed bridge features light structure and strong applicability, and is able to form different systems by varying the combination of bridge deck, cables, and towers according to different geologic environment and terrains. Due to the addition of the stay cables, a bending moment of a main girder is significantly decreased. Compared with large-span bridges of other systems, the uses of the steel and the concrete of the main girder in the cable-stayed bridge are relatively saved. Under the action of the pre-tension of the cable-stayed bridge, an internal force of the main girder can be adjusted to make the distribution thereof uniform and therefore acquire better economic effect. In addition, the main girder can be manufactured as a uniform girder, thus being convenient for manufacture and installation. A horizontal component force of the stay cable is equivalent to a pre-pressure applied to the main girder, which further improves the crack resistance of the girder (especially the concrete girder) and fully presents the performances of the materials.
- The concept of cable-stayed bridge was originated from 17th century but not well developed due to condition restrictions at that time. In 1784, a German named CJLoscher built a 32 m-span wooden cable-stayed bridge in Friborg. The bridge adopts a support system formed by wooden tension rods connected to wooden towers and is the first truly cable-stayed bridge. After World War II, with the rebuild of the Europe and the developments in the modern mechanics theory and technologies, in order to seek the both economic and convenient bridge, the cable-stayed bridge attracted the attention of the public and was recognized to possess great advantages in a certain span range. The world's first modern cable-stayed bridge was the Stro msund Bridge built in 1955 in Sweden, and was a steel cable-stayed bridge having a span of 182.6 m across the Strom Strait, marking the beginning of modern cable-stayed bridges. In 1962, the world's first concrete cable-stayed bridge was built in Venezuela (with a main span of 135 meters). At that time, the cable-stayed bridge had gained rapid development. By the end of the twentieth century, the Norman Bridge, with a main span of 856 meters, had been built in France, and the Duo Luo Bridge, with a main span of 890 meters, had been built in Japan. Cables of all these bridges adopts hot galvanized stranded wire or steel wire.
- With the quick development of the modern bridge, many sea-crossing bridges with ultra-long span will be built in the future, the stay cable of which is required to have long length, high accuracy, and long designed service life. However, the conventional galvanized steel wire cable is unable to meet the endurance requirement for the ultra-long span sea-crossing bridge.
- Chitoshi Miki ET AL:"Full-size fatigue test of bridge cables" (1992) discloses on page 169 two stay cables, identified as HIAM SPWS-163 and New PWS-163, for example, a cable is made of semiparallel wires with HiAm sockets.
- In view of the above-described problems, it is one objective of the invention to provide a method for fabricating a steel wire cable comprising an extruded polyethylene and a zinc-aluminum alloy plating. In which, steel wires are arranged according to an arrangement rule at a cross section of the steel wire cable; a length of the overall cable is controlled by a length of a central standard wire; a bunch of the steel wires comprising a zinc-aluminum alloy plating are twisted with a torsion angle of between 2° and 4°; the steel wire bunch is then wrapped with a polyester wrapping bandage and covered with a double-layered protective polyethylene sheath by using double-cavity co-extrusion process for one-step formation, and an outer surface of the polyethylene sheath is provided with embossments for rain-wind induced vibration resistance; the two ends of the steel wire cable are fixed by anchors using fillers, coiled, and stored. And the coils of the steel wire cables are then transported to and respectively laid on a construction field.
- The present inventon provides a method for fabricating an extrusion coated steel wire cable as described in
claim 1 as well as some advantageous embodiments as described in dependent claims. - To be more specific, the method comprises the following steps:
- The steel wire comprising the zinc-aluminum alloy plating is adopted because the zinc-aluminum alloy plating possesses much stronger anti-corrosive property, principle of which is as follows: a) as aluminum has very active chemical property, a dense layer of alumina is formed on a surface of the steel wire after hot dip of aluminum, and therefore the surface of the steel wire is easily inactivated to form a protective layer in corrosive environment. In a corrosive medium, a zinc-enriched surface layer, functioning as a positive electrode, is firstly eroded, the aluminum content continuously increases to make the alumina content increase, thus making the plating layer possessing stronger capability of preventing external toxic substances. In the meanwhile, the addition of the aluminum also inhibits the formation of a zinc-aluminum transitional layer which has weaker anti-corrosion performance and loosen tissue, thus being helpful for improving the overall anti-corrosion performance of the plating layer. b) When the zinc-aluminum alloy plating is destructed and the steel is exposed, the plating functions as a positive electrode of an iron-zinc aluminum battery and is dissolved, and a steel substrate is therefore protected. A corrosion potential of the zinc-aluminum alloy is slightly lower than a pure zinc layer and is approximately -0.87, but the corrosion current of the zinc-aluminum alloy is only 1/5 of the hot dipped pure zinc. Under the protection of sacrificing the positive electrode, the consumption time of the zinc-aluminum alloy plating of the same amount is five folds of that of the hot dipped zinc layer. Thus, the zinc-aluminum alloy plating is able to provide much longer sacrificial protection time and possesses better endurance. The zinc-aluminum alloy plating includes two types,
Zn95AI5 5 having an aluminum content of between 4.2 and 7.2 wt. %, and Zn90Al10 having the aluminum content of between 9.2 and 12.2 wt. %. A plating weight is equal to or larger than 300 g/m2. A homogeneity indicator of the plating satisfies a time of copper sulfate of equal to or larger than 4 with each time lasting 60 s. - As each layer of steel wires in the stay cable exists with a certain torsion angle, it is unable to directly control the length of the steel wire cable by using the outer layers of steel wires. Only the central wire of the stay cable always remains straight without being twisted during the whole fabrication process, therefore, the central wire is utilized as the standard wire to control the overall length of the steel wire cable.
- The length of the standard wire is determined by baseline measurement, and specific operation includes: applying a certain tension force to two ends of a steel wire to straighten the steel wire a performing stress correction and temperature correction using the following equation:
- A steel wire having a standard length is prepared. Certain markers for cutting are made at two ends of the steel wire. Thereafter, the steel wire having the standard length is utilized as a reference, and the overall length of the steel wire cable is controlled by a transfer method. By using the above measurements, the length error of the stay cable can be greatly reduced. The fabrication precision of the standard wire exceeds 1/30000, and the fabrication precision of the finished product of the steel wire cable is improved from the China's national standard of 1/5000 to 1/20000.
- The steel wire cable is formed by multiple layers of steel wires. When supplying the steel wires, the standard wire is positioned at a center position of a cross section of the steel wire cable.
- All the steel wires in the bunch are twisted to the left with a torsion angle of between 2° and 4°. The twisted steel wire bunch is wrapped by a wrapping bandage, wherein the wrapping bandage is right-handed twisted, to yield a steel wire cable as a semi-product. As lengths of the multiple layers of the steel wires are different after twisting, a length L/ of steel wires to be supplied for other layers surrounding the standard wire is calculated according to the following equation:
- An outer dimeter of the steel wire bunch, i. e., the naked steel wire cable, after being twisted is measured. Because the cross section of the steel wire bunch is in a shape of hexagon or hexagon with missing angles, a circumscribed circle of the selected cross section of the steel wire bunch is directly the diameter of the naked steel wire cable.
- The wrapping bandage is preferably a bandage made from a polyester fiber. The wrapping bandage has a width of between 40 and 60 mm and a tensile strength of equal to or high than 500 N/25 mm2.
- A double-layered protective polyethylene is prepared outside the steel wire cable, in which, the double-layered protective polyethylene has a density of between 0.942 and 0.978 g/cm3, environmental stress crack resistance property of ≥ 5000 F0/h, and a melt index of ≤ 0.45 g/10 min. Specific operation is as follows:
before extruding, a die aperture of an extruder and an extrusion velocity are preset according to an outer diameter of the steel wire cable and thicknesses of two layers of polyethylene. The double-cavity co-extrusion for one-step formation is adopted. The two layers of the polyethylene plastics simultaneously cover the steel wire cable during the requirements of anti-corrosion. According to the requirement of resistance of the rain-wind induced vibration, after the extrusion, an outer surface of the double-layered protective polyethylene is provided with helical lines or embossments. When reaching the effect of the steel wire cable in effectively inhibiting the rain-wind induced vibration, a drag coefficient is equal to or smaller than 0.8. - Original cutting positions of the steel wire cable are determined, the double-layered protective polyethylene is locally stripped, and the markers for cutting at two ends of the standard wire at the center position of the steel wire cable are found. Then, the steel wire cable is cut by using a non-liquid cutting machine and end faces of the steel wire cable are ensured perpendicular to an axis of the steel wire cable. The double-layered protective polyethylene is stripped according to a preset length to expose the steel wires, during which, the plating of the steel wires is prevented from being destructed.
- The anchor is a main connecting structure to transmit a tension of the steel wire cable to a tower and a girder. The steel wire cable adopts anchor structures including nut-screwing type anchor, anchor plate gap adjusting type anchor, or a fork-ear pin joint type anchor at two ends. The anchor is performed with hot galvanizing or paints coating for corrosion resistance. A thickness of the hot galvanizing is equal to or larger than 90 µm, and a thickness of the paints coating is determined according to specifications and design requirements of a steel structure. The types of the structures of the anchor is as follows:
- The nut screwing type anchor comprises: an anchor cup, a screw nut, an anchor plate, and a sealing assembly of a connecting cylinder. Such steel wire cable utilizes the end face of the nut to support the pressure and to transmit the load. The nut and the anchor cup are in rotary joint via a trapezoidal thread having high strength to realize the continuous adjustment of the length of the steel wire cable. The anchor cup is provided with tensional inner threads. In installation of the steel wire cable on the construction site, an installation force is applied on the steel wire cable by drawing the anchor. The anchor plate primarily functions in dispersing the steel wires, steel wire holes are distributed on the anchor plate, and the steel wires pass through corresponding steel wire holes and are headed. An external cone boss can be tightly attached to an internal conical cavity.
- The end face-supporting type anchor comprises: an anchor cup, an anchor plate, and a sealing assembly of a connecting cylinder. End faces of such steel wire cable are directly supported on anchor plate, and different gap adjusting plates are utilized to regulate the length of the steel wire cable. The gas adjusting plates have different thicknesses to satisfy the requirement of the construction site. The anchor cup is provided with tensional inner threads. In installation of the steel wire cable on the construction site, an installation force is applied on the steel wire cable by drawing the anchor. Such kind of anchor does not necessitate nuts, and the anchor cup is not provided with external threads. The anchor plate functions in dispersing the steel wires, the steel wire holes are distributed on the anchor plate, and the steel wires pass through corresponding steel wire holes and are headed. An external cone boss can be tightly attached to an internal conical cavity.
- The fork-ear pin joint type anchor comprises: a fork ear, a pin shaft, an anchor cup, a nut, and a sealing assembly of a connecting cylinder. One end of such steel wire cable is connected to the steel structure of the tower or the girder via the fork ear and the pin shaft, and the other end of the steel wire cable adopts an end face of a nut to bear pressure and to transmit the load, thus realizing the continuous adjustment of the length of the steel wire cable. the anchor cup is provided with tensional inner threads. In installation of the steel wire cable on the construction site, an installation force is applied on the steel wire cable by drawing the anchor. The anchor plate functions in dispersing the steel wires, the steel wire holes are distributed on the anchor plate, and the steel wires pass through corresponding steel wire holes and are headed. An external cone boss can be tightly attached to an internal conical cavity.
- The sealing assembly of the connecting cylinder in the above three structures all adopts the new type of cable end sealing technology, in which, an outer part of the connecting cylinder is firstly sealed by a sealing cover, and an inner wall of the connecting cylinder in the vicinity of a port is sealed again by an elastic sealing ring and a sealing press ring. The two sealing measurements finally realizes the sealing of the two ends of the steel wire cable, that is, the sealing between the anchors and the interfaces of the polyethylene steel wire cable. The sealing assembly has stronger strength, thus being difficult to be destructed, much longer service life, and much endurable sealing structure.
- The sealing structure at the ends of the steel wire cable is a reliable mechanical sealing structure, configured to prevent the corrosion resulting from the water penetration into the PE cable. In the meanwhile, the sealing structure, as a substitute of a heat shrink sleeve, is utilized for sealing, thus overcoming the problem of damage of the heat shrink sleeve.
- The technical solution to solve the above described technical problem is as follows: an endurable sealing structure at an end of the steel wire cable. The sealing structure fits together with the connecting cylinder of the anchor and comprises: the elastic sealing ring, a sealing press ring, and a sealing cover. The sealing press ring is disposed in the port of the connecting cylinder and an outer end of the sealing press ring is exposed outside the connecting cylinder. A press surface is formed on the inner wall of the connecting cylinder relative to the inner end face of the sealing press ring. The elastic sealing ring is disposed between the inner end face of the sealing press ring and the press surface. Under the press of the press surface, the elastic sealing ring is deformed and attached to the outer wall of the steel wire cable. The sealing cover is disposed on a front end of the connecting cylinder and possesses a Harvard structure. A front part of the sealing cover contacts and fits with the outer wall of the steel wire cable and a corresponding contact surface is provided with a sealing ring. A rear part of the sealing cover contacts and fits with the sealing press ring or the connecting cylinder and a corresponding contact surface is provided with a sealing strip.
- The casting of the anchor is carried out by chill casting of heading anchor or by hot casting of anchor, operations of which are as follows:
-
- a. Ends of the steel wires are fixed in anchor cups on a casting platform, oil stains and rusts are removed from portions of the steel wires inside the anchor cups, and inner walls of the anchor cups are synchronously washed.
- b. The ends of the steel wires are uniformly dispersed corresponding to holes of anchor plates, and each steel wire is headed by using a heading machine. Heading dimensions are as follows: heading diameter ≥1.4 D, heading height ≥1.0 D, and D represents a diameter of the steel wires.
- c. A chilled filler comprising steel balls, a stone dust, an epoxy resin, a curing agent, di-n-butyl, and a diluent is provided and uniformly mixed. A mixture of the chilled filler is poured into the anchor cups while vibrating by using a vibration pump to fully fill gaps among the anchor cup and steel wires with the mixture of the chilled filler.
- d. A compression strength of the casting body of the chilled filler is ≥147 MPa.
- The hot casting anchor adopts a zinc alloy for casting, and a zinc-copper alloy and a zinc-copper-aluminum alloy are the common two alloys.
- The zinc-copper alloy comprises 98 ± 0.2 wt. % of zinc and 2 ± 0.2 wt. % of copper, and the zinc-copper-aluminum alloy comprises 4 - 7 wt. % of aluminum, 1 - 2 wt. % of copper, and 91 - 95 wt. % of zinc. The casting is performed as follows:
- a. Ends of the steel wires are perpendicularly fixed in anchor cups on the casting platform, steel wires comprising a zinc-aluminum alloy plating are dispersed inside the anchor cups in the form of concentric circles. Oil stains and rusts are then removed from surfaces of the steel wires, and the inner walls of the anchor cups are simultaneously washed.
- b. The center of the steel wire cable is kept coincide with centers of the anchor cups, and steel wires are prevented from contacting the anchor cups.
- c. Bottom openings of the anchor cups are sealed to prevent the alloy from leaking via the bottom openings. The anchor cups are preheated.
- d. The zinc-copper alloy or the zinc-copper-aluminum alloy is poured into the anchor cups for one-step casting while avoiding any vibration or disruption.
- The tension detection or the top pressure detection are important means to detect the quality of the steel wire cable. According to fillers for the casting of the anchor, the tension detection is performed on the steel wire cable with chilled-casted anchor or the top pressure detection is performed on the steel wire cable with hot-casted anchor before leaving a plant, which is specifically as follows:
- For the steel wire cable with the chilled-casted anchor, the steel wire cable is stretched by an overstretching force which is set to be between 1.1 and 1.5 folds of a designed tension of the steel wire cable and satisfies that a retraction value of a casting body inside the anchor cup after stretching is equal to or less than 6 mm.
- The overstretching force is then unloaded to be 20% of the original overstretching force or to be the designed tension of the steel wire cable after the stretching. A length of the steel wire cable is measured at a stable temperature in the dark, and a stressless length of the steel wire cable is calculated at a reference temperature according to the following equation:
- For the steel wire cable with hot-casted anchor, Atop pressure is applied to the steel wire cable. The top pressure is 1.25 folds of the designed tension of the steel wire cable and satisfies that a retraction value of the casting body inside the anchor cup after the top pressure detection is equal to or less than 6 mm.
- The steel wire cable is coiled by a coil frame. Before the coiling, an outer surface of the steel wire cable is packed, and layers of the steel wire cables are successively coiled by using the coil frame. An inner diameter of a resulting coil is equal to or larger than 20 folds of an outer diameter of the steel wire cable and is equal to or larger than 1.6 m.
- Finished product of the steel wire cable adopts indoor storage or outdoor storage. When the indoor storage is adopted, an oilcloth is used to cover the steel wire cable. A storage site is equipped with ventilation and fire-proof facilities to ensure the quality and the safety of the stored steel wire cables.
- Compared with the prior art, the method for fabricating the steel wire cable comprising the extruded polyethylene and the zinc-aluminum alloy plating has the following advantages: the steel wires are arranged according to the arrangement rule at the cross section of the steel wire cable. The length of the overall cable is controlled by the length of the central standard wire. The bunch of the steel wires comprising the zinc-aluminum alloy plating are twisted with the torsion angle of between 2° and 4°. The steel wire bunch is then wrapped with the polyester wrapping bandage and covered with the double-layered protective polyethylene sheath by using double-cavity co-extrusion process for one-step formation, and the outer surface of the polyethylene sheath is provided with embossments for rain-wind induced vibration resistance. The two ends of the steel wire cable are fixed by anchors using fillers, coiled, and stored. And the coils of the steel wire cables are then transported to and respectively laid on the construction field. The fabrication of the steel wire cable of the invention is not restricted by the construction site, and hardly affected by the climate factors. And the management of the industrialized production is easily controllable. All these satisfy the use requirements of long length, high accuracy, and endurance of the stay cable for the large-span bridge used in the marine environment.
-
FIG. 1 is a structure diagram illustrating two nut-screwing type anchors at two ends of a steel wire cable; -
FIG. 2 is a structure diagram illustrating two anchor plate gap adjusting type anchors at two ends of a steel wire cable; -
FIG. 3 is a structure diagram illustrating a fork-ear pin joint type anchor at one end of a steel wire cable and a nut-screwing type anchor at the other end of the steel wire cable; and -
FIG. 4 is a side view ofFIG. 3 . - In the drawings, the following numbers are utilized: 1. Anchor plate; 2. Anchor cup; 3. Sealing assembly of a connecting cylinder; 4. Steel wire cable; 5. Sealing structure at an end of a steel wire cable; 6. Nut; 7. Gap adjusting plate; 8. Pin shaft; and 9. Fork ear.
- For further illustrating the invention, experiments detailing a method for fabricating a steel wire cable comprising an extruded polyethylene and a zinc-aluminum alloy plating are described below. It should be noted that the following examples are intended to describe and not to limit the invention.
- In the method of the invention, steel wires comprising a zinc-aluminum alloy plating are twisted together to form a naked steel wire cable, an outer layer of the naked steel wire cable is covered by a double-layered protective polyethylene by extrusion. Two ends of a resulting steel wire cable are then anchored by casting, coiled, transported to the construction site and laid respectively.
- The steel wire comprising the zinc-aluminum alloy plating is adopted because the zinc-aluminum alloy plating possesses much stronger anti-corrosive property. The zinc-aluminum alloy plating includes two types,
Zn95AI5 5 having an aluminum content of between 4.2 and 7.2 wt. %, and Zn90Al10 having the aluminum content of between 9.2 and 12.2 wt. %. A plating weight is equal to or larger than 300 g/m2. - As each layer of steel wires in the stay cable exists with a certain torsion angle, it is unable to directly control the length of the steel wire cable by using the outer layers of steel wires. Only the central wire of the stay cable always remains straight without being twisted during the whole fabrication process, therefore, the central wire is utilized as the standard wire to control the overall length of the steel wire cable.
- The length of the standard wire is determined by baseline measurement, and specific operation includes: applying a certain tension force to two ends of a steel wire to straighten the steel wire a performing stress correction and temperature correction using the following equation:
- A steel wire having a standard length is prepared. Certain markers for cutting are made at two ends of the steel wire. Thereafter, the steel wire having the standard length is utilized as a reference, and the overall length of the steel wire cable is controlled by a transfer method.
- The steel wire cable is formed by multiple layers of steel wires. When relaxing the steel wires, the standard wire is positioned at a center position of a cross section of the steel wire cable.
- A steel wire bunch is twisted to the left with a torsion angle of between 2° and 4°. The twisted steel wire bunch is wrapped by a wrapping bandage, wherein the wrapping bandage is right-handed twisted, to yield a steel wire cable as a semi-product. As lengths of the multiple layers of the steel wires exist with differences, a length L/ of steel wires to be supplied for other layers of steel wires surrounding the standard wire considering the length of the standard wire is calculated according to the following equation:
- An outer diameter of the steel wire bunch, i. e., the naked steel wire cable, after being twisted is measured. Because the cross section of the steel wire bunch is in a shape of hexagon, a circumscribed circle of the selected cross section of the steel wire bunch is directly the diameter of the naked steel wire cable.
- A double-layered protective polyethylene is prepared outside the steel wire cable. Before extruding, a die aperture of an extruder and an extrusion velocity are preset according to an outer diameter of the steel wire cable and thicknesses of two layers of polyethylene. The double-cavity co-extrusion for one-step formation is adopted. The two layers of the polyethylene plastics simultaneously cover the steel wire cable during the requirements of anti-corrosion.
- According to the requirement of resistance of the rain-wind induced vibration, after the extrusion, an outer surface of the double-layered protective polyethylene is provided with helical lines or embossments. When reaching the effect of the steel wire cable in effectively inhibiting the rain-wind induced vibration, a drag coefficient is equal to or smaller than 0.8.
- Original cutting positions of the steel wire cable are determined, the double-layered protective polyethylene is locally stripped, and the markers for cutting at two ends of the standard wire at the center position of the steel wire cable are found. Then, the steel wire cable is cut by using a non-liquid cutting machine and end faces of the steel wire cable are ensured perpendicular to an axis of the steel wire cable. The double-layered protective polyethylene is stripped according to a preset length to expose the steel wires, during which, the plating of the steel wires is prevented from being destructed.
- The anchor is a main connecting structure to transmit a tension of the steel wire cable to a tower and a girder. Anchor structures of the steel wire cable are as follows: two nut-screwing type anchors disposed at two ends of the steel wire cable, as shown in
FIG. 1 , two anchor plate gap adjusting type anchors at two ends of the steel wire cable, as shown inFIG. 2 , and a fork-ear pin joint type anchor at one end of the steel wire cable and a nut-screwing type anchor at the other end of the steel wire cable, as shown inFIGS. 3-4 . - The nut screwing type anchor comprises: an anchor cup, a screw nut, an anchor plate, and a sealing assembly of a connecting cylinder. Such steel wire cable utilizes the end face of the nut to support the pressure and to transmit the load. The nut and the anchor cup are in rotary joint via a trapezoidal thread having high strength to realize the continuous adjustment of the length of the steel wire cable. The anchor cup is provided with tensional inner threads. In installation of the steel wire cable on the construction site, an installation force is applied on the steel wire cable by drawing the anchor. The anchor plate primarily functions in dispersing the steel wires, steel wire holes are distributed on the anchor plate, and the steel wires pass through corresponding steel wire holes and are headed. An external cone boss can be tightly attached to an internal conical cavity.
- The end face-supporting type anchor comprises: an anchor cup, an anchor plate, and a sealing assembly of a connecting cylinder. End faces of such steel wire cable are directly supported on anchor plate, and different gap adjusting plates are utilized to regulate the length of the steel wire cable. The gas adjusting plates have different thicknesses to satisfy the requirement of the construction site. The anchor cup is provided with tensional inner threads. In installation of the steel wire cable on the construction site, an installation force is applied on the steel wire cable by drawing the anchor. Such kind of anchor does not necessitate nuts, and the anchor cup is not provided with external threads. The anchor plate functions in dispersing the steel wires, the steel wire holes are distributed on the anchor plate, and the steel wires pass through corresponding steel wire holes and are headed. An external cone boss can be tightly attached to an internal conical cavity.
- The fork-ear pin joint type anchor comprises: a fork ear, a pin shaft, an anchor cup, a nut, and a sealing assembly of a connecting cylinder. One end of such steel wire cable is connected to the steel structure of the tower or the girder via the fork ear and the pin shaft, and the other end of the steel wire cable adopts an end face of a nut to bear pressure and to transmit the load, thus realizing the continuous adjustment of the length of the steel wire cable. the anchor cup is provided with tensional inner threads. In installation of the steel wire cable on the construction site, an installation force is applied on the steel wire cable by drawing the anchor. The anchor plate functions in dispersing the steel wires, the steel wire holes are distributed on the anchor plate, and the steel wires pass through corresponding steel wire holes and are headed. An external cone boss can be tightly attached to an internal conical cavity.
- The sealing assembly of the connecting cylinder in the above three structures all adopts the new type of cable end sealing technology, in which, an outer part of the connecting cylinder is firstly sealed by a sealing cover, and an inner wall of the connecting cylinder in the vicinity of a port is sealed again by an elastic sealing ring and a sealing press ring. The two sealing measurements finally realizes the sealing of the two ends of the steel wire cable, that is, the sealing between the anchors and the interfaces of the polyethylene steel wire cable. The sealing assembly has stronger strength, thus being difficult to be destructed, much longer service life, and much endurable sealing structure.
- The sealing structure at the ends of the steel wire cable is a reliable mechanical sealing structure, configured to prevent the corrosion resulting from the water penetration into the PE cable. In the meanwhile, the sealing structure, as a substitute of a heat shrink sleeve, is utilized for sealing, thus overcoming the problem of damage of the heat shrink sleeve.
- The technical solution to solve the above described technical problem is as follows: an endurable sealing structure at an end of the steel wire cable. The sealing structure fits together with the connecting cylinder of the anchor and comprises: the elastic sealing ring, a sealing press ring, and a sealing cover. The sealing press ring is disposed in the port of the connecting cylinder and an outer end of the sealing press ring is exposed outside the connecting cylinder. A press surface is formed on the inner wall of the connecting cylinder relative to the inner end face of the sealing press ring. The elastic sealing ring is disposed between the inner end face of the sealing press ring and the press surface. Under the press of the press surface, the elastic sealing ring is deformed and attached to the outer wall of the steel wire cable. The sealing cover is disposed on a front end of the connecting cylinder and possesses a Harvard structure. A front part of the sealing cover contacts and fits with the outer wall of the steel wire cable and a corresponding contact surface is provided with a sealing ring. A rear part of the sealing cover contacts and fits with the sealing press ring or the connecting cylinder and a corresponding contact surface is provided with a sealing strip.
- The anchor is performed with hot galvanizing or paints coating for corrosion resistance. A thickness of the hot galvanizing is equal to or larger than 90 µm, and a thickness of the paints coating is determined according to specifications and design requirements of a steel structure.
- The casting of the anchor is carried out by chill casting of heading anchor or by hot casting of anchor, operations of which are as follows:
-
- a. Ends of the steel wires are fixed in anchor cups on a casting platform, oil stains and rusts are removed from portions of the steel wires inside the anchor cups, and inner walls of the anchor cups are synchronously washed.
- b. The ends of the steel wires are uniformly dispersed corresponding to holes of anchor plates, and each steel wire is headed by using a heading machine. Heading dimensions are as follows: heading diameter ≥1.4 D, heading height ≥1.0 D, and D represents a diameter of the steel wires.
- c. A chilled filler comprising steel balls, a stone dust, an epoxy resin, a curing agent, di-n-butyl, and a diluent is provided and uniformly mixed. A mixture of the chilled filler is poured into the anchor cups while vibrating by using a vibration pump to fully fill gaps among the anchor cup and steel wires with the mixture of the chilled filler.
- The hot casting anchor adopts a zinc alloy for casting, and a zinc-copper alloy and a zinc-copper-aluminum alloy are the common two alloys.
- The zinc-copper alloy comprises 98 ± 0.2 wt. % of zinc and 2 ± 0.2 wt. % of copper, and the zinc-copper-aluminum alloy comprises 4 - 7 wt. % of aluminum, 1 - 2 wt. % of copper, and 91 - 95 wt. % of zinc. The casting is performed as follows:
- a. Ends of the steel wires are perpendicularly fixed in anchor cups on the casting platform, steel wires comprising a zinc-aluminum alloy plating are dispersed inside the anchor cups in the form of concentric circles. Oil stains and rusts are then removed from surfaces of the steel wires, and the inner walls of the anchor cups are simultaneously washed.
- b. The center of the steel wire cable is kept coincide with centers of the anchor cups, and steel wires are prevented from contacting the anchor cups.
- c. Bottom openings of the anchor cups are sealed to prevent the alloy from leaking via the bottom openings. The anchor cups are preheated.
- d. The zinc-copper alloy or the zinc-copper-aluminum alloy is poured into the anchor cups for one-step casting while avoiding any vibration or disruption.
- The tension detection or the top pressure detection are important means to detect the quality of the steel wire cable. According to fillers for the casting of the anchor, the tension detection is performed on the steel wire cable with chilled-casted anchor or the top pressure detection is performed on the steel wire cable with hot-casted anchor before leaving a plant, which is specifically as follows:
- For the steel wire cable with the chilled-casted anchor, the steel wire cable is stretched by an overstretching force which is set to be between 1.1 and 1.5 folds of a designed tension of the steel wire cable and satisfies that a retraction value of a casting body inside the anchor cup after stretching is equal to or less than 6 mm.
- The overstretching force is then unloaded to be 20% of the original overstretching force or to be the designed tension of the steel wire cable after the stretching. A length of the steel wire cable is measured at a stable temperature in the dark, and a stressless length of the steel wire cable is calculated at a reference temperature according to the following equation:
- An error of the stressless length of the steel wire cable at the reference temperature satisfies the following requirements:
- when LC0 ≤ 100 m, the error is less than or equal to 10 mm; and
- when LC0 > 100 m, the error is less than or equal to LC0/20000 + 5 mm.
- For the steel wire cable with hot-casted anchor, a top pressure is applied to the steel wire cable. The top pressure is 1.25 folds of the designed tension of the steel wire cable and satisfies that a retraction value of the casting body inside the anchor cup after the top pressure detection is equal to or less than 6 mm.
- The steel wire cable is coiled by a coil frame. Before the coiling, an outer surface of the steel wire cable is packed, and layers of the steel wire cables are successively coiled by using the coil frame. An inner diameter of a resulting coil is equal to or larger than 20 folds of an outer diameter of the steel wire cable and is equal to or larger than 1.6 m.
- Finished product of the steel wire cable adopts indoor storage or outdoor storage. When the indoor storage is adopted, an oilcloth is used to cover the steel wire cable. A storage site is equipped with ventilation and fire-proof facilities to
ensure the quality and the safety of the stored steel wire cables.
Claims (6)
- A method for fabricating an extrusion coated steel wire cable, the method comprising the steps of:1) fabricating a steel wire comprising a zinc-aluminum alloy plating, including
preparing a zinc-aluminum alloy plating on a surface of the steel wire, in which, the zinc-aluminum alloy adopts a Zn95Al5 having an aluminum content of between 4.2 and 7.2 wt. % or a Zn90Al10 having the aluminum content of between 9.2 and 12.2 wt. %, and a weight of the zinc-aluminum alloy plating is equal to or larger than 300 g/m2;2) fabricating a steel wire having a standard length from said wire obtained by step 1), including
making a central wire as a standard wire and determining a length of the standard wire by baseline measurement, applying a certain tension force to two ends of a steel wire to straighten the steel wire and performing stress correction and temperature correction to prepare a steel wire having a standard length; making certain markers for cutting at two ends of the steel wire; making the steel wire having the standard length as a reference, and controlling an overall length of the steel wire cable by a transfer method;3) twisting a bunch of steel wires into a steel wire cable, including
supplying steel wires obtained by step 1),
positioning the standard wire at a center position of a cross section of the steel wire cable to be formed by a plurality of layers of the steel wires;
twisting all the steel wires in the bunch to the left with a torsion angle α of between 2° and 4° thereby obtaining a naked steel wire cable;
and wrapping the naked steel wire cable by a wrapping bandage, wherein the wrapping bandage is right-handed twisted, to yield a steel wire cable as a semi-product;
wherein the length L/ of the steel wires to be supplied for said plurality of layers surrounding the standard wire is calculated by considering the length of the standard wire and the torsion angle α according to the following equation:
in which,α represents the torsion angle ;K is in meters (m) and is selected according to specifications and operations;L/ represents the length in meters (m) of the steel wires to be supplied for the layers surrounding the standard wire;and L0 represents the length in meters (m) of the standard wire at the center position;4) extruding, including
preparing a double-layered protective polyethylene outside the steel wire cable of step 3), in which the double-layered protective polyethylene has a density of between 0.942 and 0.978 g/cm3, environmental stress crack resistance property of ≥ 5000 F0/h, and a melt index of ≤ 0.45 g/10 min; before extruding, presetting a die aperture of an extruder and an extrusion velocity according to an outer diameter of the steel wire cable and thicknesses of two layers of polyethylene; in which, the die aperture of the extruder is provided with two layers of discharge channel, and the two layers of polyethylene simultaneously cover the steel wire cable during the extrusion;
wherein a magnetic field is arranged above the steel wire cable to make the steel wire cable in a suspension state; after the extrusion process, the double-layered protective polyethylene and the naked steel wire cable are concentrically arranged;5) cutting, including
determining original cutting positions of the extrusion coated steel wire cable, by locally stripping the double-layered protective polyethylene, finding the markers for cutting at two ends of the standard wire at the center position of the extrusion coated steel wire cable;
cutting the extrusion coated steel wire cable by using a non-liquid cutting machine and ensuring end faces of the extrusion coated steel wire cable perpendicular to an axis of the extrusion coated steel wire cable;
stripping the double-layered protective polyethylene according to a preset length to expose the steel wires;6) casting an anchor to the extrusion coated steel wire cable of step 5), including
providing an anchor functioning as a main connecting structure to transmit a tension of the extrusion coated steel wire cable to a tower or a girder; including
performing hot galvanizing or paints coating on the anchor for corrosion resistance, in which, a thickness of the hot galvanizing is equal to or larger than 90 µm, and a thickness of the paints coating is determined according to specifications and design requirements of - steel structure;
casting the anchor by chill casting of a heading anchor or by hot casting of an anchor, operations of which are as follows:A. chill casting of a heading anchor, includinga. fixing ends of the steel wires in anchor cups on a casting platform, removing oil stains and rusts from portions of the steel wires inside the anchor cups, and synchronously washing inner walls of the anchor cups;b. uniformly dispersing the ends of the steel wires corresponding to holes of anchor plates, and heading each steel wire by using a heading machine, in which, heading dimensions are as follows: heading diameter ≥1.4 D, heading height ≥1.0 D, and D represents a diameter of the steel wires;c. providing and uniformly mixing a chilled filler comprising steel balls, a stone dust, an epoxy resin, a curing agent, di-n-butyl, and a diluent; pouring a mixture of the chilled filler into the anchor cups while vibrating by using a vibration pump to fully fill gaps among the anchor cup and steel wires with the mixture of the chilled filler; orB. hot casting of anchor, including
providing a zinc-copper alloy comprising 98 ± 0.2 wt. % of zinc and 2 ± 0.2 wt. % of copper, or a zinc-copper-aluminum alloy comprising 4 - 7 wt. % of aluminum, 1 - 2 wt. % of copper, and 91 - 95 wt. % of zinc; and performing casting as follows:a. perpendicularly fixing ends of the steel wires in anchor cups on the casting platform, dispersing steel wires comprising a zinc-aluminum alloy plating inside the anchor cups in the form of concentric circles, removing oil stains and rusts from surfaces of the steel wires, and simultaneously washing the inner walls of the anchor cups;b. keeping the center of the steel wire cable coincide with centers of the anchor cups and preventing steel wires from contacting the anchor cups;c. sealing bottom openings of the anchor cups to prevent the alloy from leaking via the bottom openings; and preheating the anchor cups;d. pouring the zinc-copper alloy or the zinc-copper-aluminum alloy into the anchor cups for one-step casting while avoiding any vibration or disruption;7) performing tension detection or top pressure detection, including
according to fillers for the casting of the anchor, performing tension detection on the steel wire cable with chilled-casted anchor or performing top pressure detection on the steel wire cable with hot-casted anchor before leaving a plant, which is specifically as follows:for the steel wire cable with the chilled-casted anchor, stretching the steel wire cable by an overstretching force which is set to be between 1.1 and 1.5 folds of a designed tension of the steel wire cable and satisfies that a retraction value of a casting body inside the anchor cup after stretching is equal to or less than 6 mm;unloading the overstretching force to be 20% of the original overstretching force or to be the designed tension of the steel wire cable after the stretching; measuring a length of the steel wire cable at a constant temperature in the dark, and calculating a stressless length of the steel wire cable at a reference temperature according to the following equation:LC0 represents the stressless length in meters (m) of the steel wire cable at the reference temperature;LCP represents a length in meters (m) of the steel wire cable loaded with a tension force of P20;P20 represents 20% of the overstretching force in N;A represents a nominal area in mm2 of the naked steel wire cable;E represents an elastic modulus in MPa;α represents a coefficient of linear expansion of a steel wire cable which is equal to 0.000012/°C;t represents a stable temperature in °C when measuring a length of the steel wire cable;and t0 represents a designed reference temperature in °C of the steel wire cable;for the steel wire cable with the hot-cast anchor, applying, to the steel wire cable, a top pressure which is 1.25 folds of the designed tension of the steel wire cable and satisfies that a retraction value of the casting body inside the anchor cup after the top pressure detection is equal to or less than 6 mm; and8) coiling the finished extrusion coated steel wire cable of step 7), including
coiling layers of the finished extrusion coated steel wire cable successively by using a coil frame, in which, an inner diameter of a resulting coil is equal to or larger than 20 folds of an outer diameter of the steel wire cable and is equal to or larger than 1.6 m. - The method of claim 1, characterized in that when determining the length of the standard wire in step 2), stress correction and temperature correction are then carried out according to the following equation:L represents a length in m of the steel wire in a stressed state,L0 represents a designed length in m of the steel wire in an unstressed state,F represents a tensioning force in N,E represents an elastic module in MPa of the steel wire, wherein fabrication of the standard wire adopts a measured value,A represents an area of a cross section in m2 of the steel wire, wherein fabrication of the standard wire adopts a measured value,α represents an expansion coefficient of the steel wire,and T represents a temperature of the environment.
- The method of claim 1, characterized in that an outer surface of the double-layered protective polyethylene is provided with helical lines or embossments, and a drag coefficient is equal to or smaller than 0.8.
- The method of claim 1, characterized in that structures of the anchors in step 6) adopt a nut-screwing type anchor, an anchor plate gap adjusting type anchor, or a fork-ear pin joint type anchor at two ends of the steel wire cable.
- The method of claim 1, characterized in that in step 7), an error of the stressless length of the steel wire cable at the reference temperature satisfies the following requirements:when LC0 ≤ 100 m, the error is less than or equal to 10 mm; andwhen LC0 > 100 m, the error is less than or equal to LC0/20000 + 5 mm.
- The method of claim 1, characterized in that the wrapping bandage is a bandage made from polyester fibers; the wrapping bandage has a width of between 40 and 60 mm and a tensile strength of equal to or higher than 500 N/25 mm2.
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PCT/CN2016/083894 WO2017177518A1 (en) | 2016-04-13 | 2016-05-30 | Method for manufacturing hot extruded polyethylene zinc-aluminium alloy-plated steel wire hauling cable |
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CN105862592A (en) | 2016-08-17 |
CN105862592B (en) | 2017-08-11 |
EP3348712A4 (en) | 2018-12-12 |
US20180100269A1 (en) | 2018-04-12 |
EP3348712A1 (en) | 2018-07-18 |
WO2017177518A1 (en) | 2017-10-19 |
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