CN100354471C - Supehigh strength parallel steel wire durable cables - Google Patents

Supehigh strength parallel steel wire durable cables Download PDF

Info

Publication number
CN100354471C
CN100354471C CNB2005100382399A CN200510038239A CN100354471C CN 100354471 C CN100354471 C CN 100354471C CN B2005100382399 A CNB2005100382399 A CN B2005100382399A CN 200510038239 A CN200510038239 A CN 200510038239A CN 100354471 C CN100354471 C CN 100354471C
Authority
CN
China
Prior art keywords
steel wire
supehigh
strength parallel
anchor cup
cable body
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.)
Active
Application number
CNB2005100382399A
Other languages
Chinese (zh)
Other versions
CN1644791A (en
Inventor
赵军
宁世伟
薛花娟
朱建龙
周燕君
董楠楠
刘坚尧
高科
周祝兵
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiangsu Fasten Nippon Steel Cable Co Ltd
Original Assignee
Jiangsu Fasten Nippon Steel Cable Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Jiangsu Fasten Nippon Steel Cable Co Ltd filed Critical Jiangsu Fasten Nippon Steel Cable Co Ltd
Priority to CNB2005100382399A priority Critical patent/CN100354471C/en
Publication of CN1644791A publication Critical patent/CN1644791A/en
Application granted granted Critical
Publication of CN100354471C publication Critical patent/CN100354471C/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B5/00Making ropes or cables from special materials or of particular form
    • D07B5/002Making parallel wire strands
    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B2201/00Ropes or cables
    • D07B2201/20Rope or cable components
    • D07B2201/2083Jackets or coverings
    • D07B2201/2087Jackets or coverings being of the coated type
    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B2201/00Ropes or cables
    • D07B2201/20Rope or cable components
    • D07B2201/2083Jackets or coverings
    • D07B2201/2088Jackets or coverings having multiple layers
    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B2501/00Application field
    • D07B2501/20Application field related to ropes or cables
    • D07B2501/2015Construction industries
    • D07B2501/203Bridges

Landscapes

  • Bridges Or Land Bridges (AREA)
  • Ropes Or Cables (AREA)

Abstract

The present invention relates to a superhigh strength durable type inhaul cable made of parallel steel wires, which comprises a cable body (1) and anchor devices (2) matched with both ends of the cable body. The present invention is characterized in that the outer surface of the steel wire bundle (1.2) of the cable body (1) is firstly wound by a perfluorination film adhesive tape (1.3), then wound by a fiber reinforcement polyester tape (1.4) for molding and finally pressed by double layer high density polyethylene sheaths (1.5) outside. The inhaul cable of the present invention has the advantages of strong corrosion resistance and long service life.

Description

Supehigh strength parallel steel wire durable cables
Technical field:
The present invention relates to a kind of drag-line, especially relate to a kind of Supehigh strength parallel steel wire durable cables.Be mainly used in cable-stayed bridge and make suspension cable.
Background technology:
Cable-stayed bridge is a kind of from the anchor structure system, and it does not need the anchor pier structure of the huge costliness at drag-line two ends, and its Suo Yingli is that Yan Suochang is constant basically.The cable-stayed bridge layout that in striding, is in line, and have suitable extensional rigidity.Suspension cable produces favourable pressure to the girder of bridge span structure, has improved the stress of girder.Suspension cable is very big to the influence of cable-stayed bridge, and the reason of cable-stayed bridge failure mainly all is the problem of cable in history.Because suspension cable generally is arranged in the beam external body, and be under the high-stress state for a long time, its sectional dimension is again little, so it is very responsive to corrosiveness, even taking place, its intensity of slight corrosion also has bigger loss, so the durability of cable-stayed bridge depends on the resistance to corrosion of suspension cable to a great extent.Suspension cable should have under the effect the enough intensity except carrying in sound, the most important thing is that suspension cable is comprising on the whole suspension cable length of anchoring section having reliable and durable anti-corrosion protection measure.At present the suspension cable of cable-stayed bridge generally adopts the hot extruded polyethylene drag-line, this drag-line resistance to corrosion a little less than, cause the cable-stayed bridge poor durability that adopts this drag-line.
Summary of the invention:
The objective of the invention is to overcome above-mentioned deficiency, provide that a kind of resistance to corrosion is strong, the Supehigh strength parallel steel wire durable cables of long service life.
The object of the present invention is achieved like this: a kind of Supehigh strength parallel steel wire durable cables, the ground tackle that comprises cable body and be fitted in the cable body two ends, dragline structure are divided into two kinds:
One, the steel tendon outer surface of drag-line cable body twines the perfluorinated membranes adhesive tape of being made by fluorine resin material earlier, this adhesive tape has very good mechanical properties and ductility and chemical-resistance, twine fiber reinforcement polyester band again and claim pressure sensitive adhesive tape again, its tensile strength is not less than 950N/25mm, make the steel tendon moulding, outer then double-deck high density polyethylene (HDPE) sheath, the internal layer black of squeezing, outer colored, carry out embossing at the drag-line outer surface at last and handle.
Two, anticorrosion filler grease or paraffin are filled in the steel wire of the steel tendon of drag-line cable body and the gap between steel wire, the steel tendon outer surface twines the perfluorinated membranes adhesive tape of being made by fluorine resin material earlier, this adhesive tape has very good mechanical properties and ductility and chemical-resistance, twine fiber reinforcement polyester band again and claim pressure sensitive adhesive tape again, its tensile strength is not less than 950N/25mm, make the steel tendon moulding, outer then crowded double-deck high density polyethylene (HDPE) sheath, internal layer black, outer colored, carry out embossing at the drag-line outer surface at last and handle.
Major technique characteristics of the present invention are:
1) cable body adopts the comprehensive anticorrosive technology, carries out the multilayer protection;
2) the ground tackle coating adopts the Zinc-Chromium film coating to claim the Dacroment coating again, this coating is thinner, does not influence the tolerance fit of ground tackle screw thread, no hydrogen embrittlement phenomenon, but have fabulous permeability and toolability and high antiseptic property, the anticorrosion life-span that makes this dragline anchorage is 6~7 times of common dragline anchorage;
3) novel anchoring casting process is adopted in the anchoring between ground tackle and the steel wire, has guaranteed the anchoring strength while of suspension cable, and has improved anti-fatigue performance;
4) adopt novel filling sealing technology between ground tackle and the drag-line, prevented that harmful substance such as moisture content from entering cable body, avoided corrosion hidden danger.
5) drag-line cable body outer surface carries out the embossing processing, when its air resistance coefficient does not obviously increase, has extremely significant rain-proof effect.
The technical indicator of Supehigh strength parallel steel wire durable cables is as follows:
Sequence number Project Require index
1 Tensile strength 〉=1770Mpa
2 Tension performance After drag-line surpasses stretch-draw according to 1.2~1.5 times design load, value<the 6mm that contracts in the body of casting of cold and hot casting anchor, screwing of anchor circle and anchor cup is unaffected
3 Elastic modelling quantity 〉=1.90 * 10 5Mpa
4 The disrumpent feelings percentage elongation of static load 〉=2%
5 The static load performance 95% of static load Breaking load 〉=disrumpent feelings load of suspension cable nominal
6 The dynamic load performance The finished product drag-line is by being limited to 0.45 σ on the stress b, stress amplitude is 200MPa, after the fatigue test of 2,500,000 secondary stress conditions, drag-line is no abnormal.
7 Endurance quality Suspension cable service life>50 year
8 The suspension cable outward appearance The suspension cable outer surface is even, smooth, smooth, flawless
9 Drag-line length precision During less than 200m, the length precision reaches ± and 1/10000, during more than or equal to 200m, the length precision reaches ± (1/20000+10)
10 The coiling performance The drag-line diameter of coiling internal diameter 〉=20 times
11 The anti-wind, rain and vibration performance Air resistance coefficient is Cd=0.62, and rain-proof is respond well
Compare with common hot extruded polyethylene drag-line, the present invention has advantages such as antiseptic property is good, intensity is high, anti-fatigue performance good, the elastic modelling quantity loss is little, in light weight, easy construction, has satisfied the instructions for use in 50~60 years of super long span stayed-cable bridge suspension cable.
Description of drawings:
Fig. 1 is a finished product stayed structure schematic diagram of the present invention.
Fig. 2 is drag-line cable body section structure one schematic diagram of the present invention.
Fig. 3 is drag-line cable body section structure two schematic diagrames of the present invention.
Fig. 4 is the cold and hot casting ground tackle of a present invention structural representation.
Fig. 5 is the cold and hot casting anchor structure of a present invention schematic diagram
The specific embodiment:
The present invention is a kind of Supehigh strength parallel steel wire durable cables, and the finished product stayed structure is referring to Fig. 1, is made up of cable body 1 and the ground tackle 2 that is fitted in the cable body two ends.Ground tackle 2 is formed by connecting by anchor cup 2.3, anchor circle 2.4 and connecting cylinder 2.6.
The steel tendon section of drag-line is regular hexagon or the unfilled corner hexagon is closely arranged, through twisted together.Dragline structure is divided into two kinds, and its section structure schematic diagram is respectively referring to Fig. 2 and Fig. 3.
Referring to Fig. 2, steel tendon 1.2 outer surfaces of drag-line cable body 1 twine perfluorinated membranes adhesive tape 1.3 earlier, twine 1.4 moulding of fiber reinforcement polyester band again, outer then crowded double-deck high density polyethylene (HDPE) sheath 1.5, and the cable body surface is carried out the embossing processing and is formed embossing indenture 1.6.
Referring to Fig. 3, anticorrosion filler (grease or paraffin) 1.1 is filled in the steel wire of the steel tendon 1.2 of drag-line cable body 1 and the gap between steel wire, steel tendon 1.2 outer surfaces twine perfluorinated membranes adhesive tape 1.3 earlier, twine 1.4 moulding of fiber reinforcement polyester band again, outer then crowded double-deck high density polyethylene (HDPE) sheath 1.5, cable body surface carry out embossing and handle formation embossing indenture 1.6.
At the equipped cold and hot casting ground tackle 2 in the two ends of Supehigh strength parallel steel wire durable cables cable body.Referring to Fig. 4, cold and hot casting ground tackle 2 by metal parts such as anchor cup 2.3, anchor circle 2.4, connecting cylinder 2.6, protecgulum 2.9, bonnet 2.1 and silicon rubber 2.2, anchor backing plate 2.5, reserve pipeline 2.7, density cushion rubber 2.8, heat shrinking sleeve 2.10 and form, see Fig. 4.Connecting cylinder 2.6 rear ends are inserted in anchor cup 2.3 front ends, anchor circle 2.4 adopts screw thread to be combined on the anchor cup 2.3, steel tendon 1.2 is placed through in connecting cylinder 2.6 and the anchor cup 2.3, O-ring seal 2.8 is enclosed within on the high density polyethylene (HDPE) sheath 1.5, and be embedded in the conical internal cavity of connecting cylinder 2.6 front ends, compress sealing with protecgulum 2.9 again, bonnet 2.1 compresses with silicon rubber 2.2 and is embedded at anchor cup 2.3 rear ends, make anchor cup 2.3 back-end closures, heat shrinking sleeve 2.10 is placed on high density polyethylene (HDPE) sheath 1.5, outside protecgulum 2.9 and the connecting cylinder 2.6, when drag-line sets up, Supehigh strength parallel steel wire durable cables passes pre-buried pipeline 2.7, anchor backing plate 2.5 pressure-bearings are in pre-buried rear end of pipeline, and anchor circle 2.4 pressure-bearings are in anchor backing plate 2.5.
Referring to Fig. 5, at the steel wire gap of anchor cup 2.3 back cavities of cold and hot casting ground tackle 2 casting pltine 3.1, pltine 3.1 compositions are: zinc 98% ± 0.02%, copper 2% ± 0.02%.In 3.2 perfusions of the steel wire gap of anchor cup 2.3 ante-chambers casting epoxy chill casting filler, epoxy chill casting filler 3.2 is made of materials such as epoxy resin, steel ball, rock dust, curing agent.This cold and hot casting method can relax the fatigue damage of the body of casting to steel wire, rationally controls the inflection point of steel wire, concentrates to relax stress.Pltine 3.1 body of castings have been brought into play its remarkable anchorage reliability energy and anchoring durability, and epoxy chill casting filler 3.2 body of castings have improved the fatigue behaviour of drag-line.

Claims (7)

1, a kind of Supehigh strength parallel steel wire durable cables, the ground tackle (2) that comprises cable body (1) and be fitted in the cable body two ends, steel tendon (1.2) outer surface that it is characterized in that cable body (1) twines perfluorinated membranes adhesive tape (1.3) earlier, twine fiber reinforcement polyester band (1.4) moulding again, the outer then double-deck high density polyethylene (HDPE) sheath (1.5) that squeezes.
2, a kind of Supehigh strength parallel steel wire durable cables according to claim 1 is characterized in that anticorrosion filler is filled in the steel wire gap of the steel tendon (1.2) of cable body (1).
3, a kind of Supehigh strength parallel steel wire durable cables according to claim 2 is characterized in that described anticorrosion filler is grease or paraffin (1.1).
4, according to claim 1,2 or 3 described a kind of Supehigh strength parallel steel wire durable cables, the equipped cold and hot casting ground tackle in two ends that it is characterized in that drag-line, cold and hot casting ground tackle (2) comprises anchor cup (2.3), anchor circle (2.4), connecting cylinder (2.6), protecgulum (2.9), bonnet (2.1) and silicon rubber (2.2), density cushion rubber (2.8) and heat shrinking sleeve (2.10), connecting cylinder (2.6) rear end is inserted in anchor cup (2.3) front end, anchor circle (2.4) is combined on the anchor cup (2.3), steel tendon (1.2) is placed through in connecting cylinder (2.6) and the anchor cup (2.3), O-ring seal (2.8) is enclosed within on the high density polyethylene (HDPE) sheath (1.5), and be embedded in the conical internal cavity of connecting cylinder (2.6) front end, use protecgulum (2.9) to compress sealing again, bonnet (2.1) and silicon rubber (2.2) compress and are embedded at anchor cup (2.3) rear end, make anchor cup (2.3) back-end closure, heat shrinking sleeve (2.10) is placed on high density polyethylene (HDPE) sheath (1.5), outside protecgulum (2.9) and the connecting cylinder (2.6).
5, according to claim 1,2 or 3 described a kind of Supehigh strength parallel steel wire durable cables, the equipped cold and hot casting ground tackle in two ends that it is characterized in that drag-line, at the steel wire gap of anchor cup (2.3) back cavity of cold and hot casting ground tackle (2) casting pltine (3.1), in steel wire gap casting epoxy chill casting filler (3.2) perfusion of anchor cup (2.3) ante-chamber.
6, a kind of Supehigh strength parallel steel wire durable cables according to claim 5 is characterized in that pltine (3.1) composition is: zinc 98% ± 0.02%, copper 2% ± 0.02%.
7, a kind of Supehigh strength parallel steel wire durable cables according to claim 5 is characterized in that epoxy chill casting filler (3.2) is made of epoxy resin, steel ball, rock dust and curing agent.
CNB2005100382399A 2005-01-25 2005-01-25 Supehigh strength parallel steel wire durable cables Active CN100354471C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNB2005100382399A CN100354471C (en) 2005-01-25 2005-01-25 Supehigh strength parallel steel wire durable cables

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNB2005100382399A CN100354471C (en) 2005-01-25 2005-01-25 Supehigh strength parallel steel wire durable cables

Publications (2)

Publication Number Publication Date
CN1644791A CN1644791A (en) 2005-07-27
CN100354471C true CN100354471C (en) 2007-12-12

Family

ID=34876244

Family Applications (1)

Application Number Title Priority Date Filing Date
CNB2005100382399A Active CN100354471C (en) 2005-01-25 2005-01-25 Supehigh strength parallel steel wire durable cables

Country Status (1)

Country Link
CN (1) CN100354471C (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020199625A1 (en) * 2019-04-01 2020-10-08 中交第二航务工程局有限公司 Long-service-life inhaul cable with replaceable sheath

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1986958B (en) * 2005-12-21 2010-06-09 上海浦江缆索股份有限公司 Method for producing stayed-cable with screw line
CN100390369C (en) * 2006-04-19 2008-05-28 哈尔滨工业大学 Fibre-reinforced plastic steel twisting-wire composite rib
CN102154861B (en) * 2011-04-11 2012-10-10 江苏法尔胜新日制铁缆索有限公司 Ultrahigh fatigue stress amplitude resistant steel cable
CN103496169A (en) * 2013-09-29 2014-01-08 江苏法尔胜泓昇集团有限公司 Preparation method for carbon fibre composite dragline
CN104005513A (en) * 2014-06-09 2014-08-27 天津大学 Carbon fiber reinforced plastics (CFRP) inhaul cable of cable-supported structure
CN104762840A (en) * 2015-04-10 2015-07-08 招商局重庆交通科研设计院有限公司 Filling integrated type anti-corrosion parallel wire stayed cable body for bridge and manufacturing process for filling integrated type anti-corrosion parallel
CN110553798A (en) * 2018-05-31 2019-12-10 上海浦江缆索股份有限公司 Deep water inhaul cable sealing test device for simulating high water pressure environment and use method thereof
CN109914245A (en) * 2019-03-26 2019-06-21 江苏法尔胜缆索有限公司 A kind of heat-insulated, fire-type hot extruded polyethylene parallel wire stay
CN109972516B (en) * 2019-04-01 2024-06-04 中交第二航务工程局有限公司 Long-life inhaul cable with replaceable sheath
CN110331665A (en) * 2019-07-10 2019-10-15 广东迈诺工业技术有限公司 A kind of bridge anticorrosion parallel wire stay and its manufacturing method
CN111719325A (en) * 2020-06-22 2020-09-29 上海君威钢绳索具有限公司 Steel wire rope special for grooving machine
CN112458898A (en) * 2020-11-02 2021-03-09 江苏法尔胜缆索有限公司 Corrosion-resistant fatigue-resistant chilled casting anchorage device for ultra-high-strength and ultra-long stay cable

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4193319A (en) * 1975-09-05 1980-03-18 Incom International Inc. Push-pull cable core with self-lubricating coating
US4550559A (en) * 1982-09-01 1985-11-05 Cable Belt Limited Cables and process for forming cables
CN1456742A (en) * 2002-05-11 2003-11-19 柳州市建筑机械总厂 External protective rigging without stress
CN1458333A (en) * 2002-05-12 2003-11-26 柳州市建设机械总厂 Anti-corrosion high strength steel cable
CN2637552Y (en) * 2003-08-21 2004-09-01 江苏法尔胜新日制铁缆索有限公司 High leak tightness anchor unit assemblage for hanger rod or slope draw rope cable
CN2775095Y (en) * 2005-01-25 2006-04-26 江苏法尔胜新日制铁缆索有限公司 Super high strength parallel steel wire durable pull cable

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4193319A (en) * 1975-09-05 1980-03-18 Incom International Inc. Push-pull cable core with self-lubricating coating
US4550559A (en) * 1982-09-01 1985-11-05 Cable Belt Limited Cables and process for forming cables
CN1456742A (en) * 2002-05-11 2003-11-19 柳州市建筑机械总厂 External protective rigging without stress
CN1458333A (en) * 2002-05-12 2003-11-26 柳州市建设机械总厂 Anti-corrosion high strength steel cable
CN2637552Y (en) * 2003-08-21 2004-09-01 江苏法尔胜新日制铁缆索有限公司 High leak tightness anchor unit assemblage for hanger rod or slope draw rope cable
CN2775095Y (en) * 2005-01-25 2006-04-26 江苏法尔胜新日制铁缆索有限公司 Super high strength parallel steel wire durable pull cable

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
斜拉桥钢索的腐蚀保护 何祖发.材料保护,第35卷第2期 2002 *
武汉长江二桥斜拉索制造 杨秉武,余三耀,彭汗宗.桥梁建设,第3期 1995 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020199625A1 (en) * 2019-04-01 2020-10-08 中交第二航务工程局有限公司 Long-service-life inhaul cable with replaceable sheath

Also Published As

Publication number Publication date
CN1644791A (en) 2005-07-27

Similar Documents

Publication Publication Date Title
CN100354471C (en) Supehigh strength parallel steel wire durable cables
CN2775095Y (en) Super high strength parallel steel wire durable pull cable
Dolan et al. Design recommendations for concrete structures prestressed with FRP tendons
Ibrahim et al. Development of glass fiber reinforced plastic poles for transmission and distribution lines
WO2017177518A1 (en) Method for manufacturing hot extruded polyethylene zinc-aluminium alloy-plated steel wire hauling cable
CN102146713A (en) FRP (fiber reinforced plastic) optical fiber intelligent composite rib embedded with steel strand
CN101806037B (en) Composite inhaul cable with totally-closed carbon fiber wires and high-strength steel wire
Hao et al. Bond strength improvement of GFRP rebars with different rib geometries
CN201620357U (en) Carbon fiber wire-coated steel tendon sealed guy cable
CN110985771A (en) Basalt fiber reinforced composite pipe
CN202718291U (en) Anchorage device with carbon fiber reinforced plastic cable
CN107119855B (en) Structure for improving anchoring performance of composite bar and extrusion forming method thereof
CN207005484U (en) A kind of multi-level pipe of composite glass fiber reinforced plastics
Cui et al. Development of ductile composite reinforcement bars for concrete structures
CN201865104U (en) Anchor device of extrusion type carbon fiber anchor cable
CN212478279U (en) Novel intelligent FRP bendable composite steel
CN2642894Y (en) Reinforced concrete prefabricated member containing carbon fiber reinforced plastic
Park et al. Hybrid FRP reinforcing bars for concrete structures
CN210372377U (en) Steel wire mesh framework polyethylene composite pipe for water supply and drainage
Gilstrap Characterization of fiber reinforced polymer prestressing tendons
CN204825648U (en) Solid device of stranded finished product cable formula anchorage prestressed anchorage
JP3833658B2 (en) Coated PC steel strand
Ghoreishi et al. Assessment of cable models for synthetic mooring lines
Serdjuks et al. Hybrid composite cable with an increased specific strength for tensioned structures
Mashrik et al. Performance evaluation of SFRP-confined circular concrete columns

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant