CN203741714U - Self-damping cable - Google Patents

Self-damping cable Download PDF

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Publication number
CN203741714U
CN203741714U CN201320603029.XU CN201320603029U CN203741714U CN 203741714 U CN203741714 U CN 203741714U CN 201320603029 U CN201320603029 U CN 201320603029U CN 203741714 U CN203741714 U CN 203741714U
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CN
China
Prior art keywords
cable
sheath
vibration damping
harvard
viscoplasticity
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201320603029.XU
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Chinese (zh)
Inventor
石伟
谢正元
华剑平
刘思妤
黄永玖
梁黎霞
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.)
Liuzhou OVM Machinery Co Ltd
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Liuzhou OVM Machinery Co Ltd
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Filing date
Publication date
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Priority to CN201320603029.XU priority Critical patent/CN203741714U/en
Application granted granted Critical
Publication of CN203741714U publication Critical patent/CN203741714U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Insulated Conductors (AREA)
  • Bridges Or Land Bridges (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

A self-damping cable comprises a cable body and a Harvard sheath positioned on the outer layer of the cable body, wherein an insulating layer is arranged between the cable body and the Harvard sheath positioned on the outer layer of the cable body, and adopts damp rubber, a viscoelastic body, a slow coagulation material, or a mixture consisting of the damp rubber and the viscoelastic body/the slow coagulation material; the insulating layer is either directly distributed on the whole cable length, or distributed on the cable in a fixed point manner through positioning grooves formed in the inner wall of the Harvard sheath; each of damp rubber blocks mounted on the inner wall of the Harvard sheath adopts a semicircular structure, and bosses are arranged on the backs of the damp rubber blocks and are mounted in the positing grooves in a matching manner. A plurality of concave pits are formed in the outer surface of the Harvard sheath, or double helix ribs are arranged on the outer surface of the Harvard sheath, or a plurality of concave pits wound by the double helix ribs are formed in the outer surface of the Harvard sheath. The self-damping cable body and the Harvard sheath positioned on the outer layer thereof are good in perdurability, and have damping functions, so that the capacity of the cable resisting on vibration of rain and wind is improved, and the anti-fatigue service life of the cable is prolonged.

Description

A kind of from vibration damping cable
Technical field
The utility model relates to a kind of bridge cable, particularly a kind of skin with breathe out sheath not from vibration damping cable.
Background technology
Breathe out not sheath and be made up of two lobes or the mutual snapping of three lobe plastic materials, belong to a kind of sheath of using for the protection of cable, the outer protection of cable body and the old rope that are widely used in the guy system, external tendon system, suspension rod, tie-rod system of bridge are reinforced; Existing one is breathed out not sheath (patent No.: ZL00266560.3) and cable rope jacket (patent No.: ZL97217686.1) smooth surface, the effect of its opposing rain wind induced vibration impact is poor: in addition, be provided with the cable body of breathing out sheath not after installation owing to having gap between the internal diameter of sheath and cable body, and the measure of jacket outer surface nonreactive rain wind induced vibration, under the effect of wind and rain, jacket inner wall and cable body clash into, easily drag-line is produced to even more serious vibration, the structure of itself is surely moved to property simultaneously and have a negative impact.
Summary of the invention
The purpose of this utility model is to provide a kind of one with breathing out sheath not from vibration damping cable, should be from its outer sheath good endurance of breathing out of vibration damping cable, and self has vibration-damping function, can improve the resist the elements impact of exciting of cable, improve the anti-fatigue life of cable body.
For addressing the above problem, the technical scheme that the utility model is taked is: a kind of from vibration damping cable, comprise cable body and be positioned at not sheath of the outer field Kazakhstan of cable body, it is characterized in that: not between sheath, have separation layer at cable body and in the outer field Kazakhstan of cable body, described separation layer or damping rubber or viscoelastic body or slow coagulated material or existing damping rubber are added with again the mixed structure body of viscoelastic body or slow coagulated material, separation layer or be directly distributed in whole rope length, or by being distributed on cable in the locating slot fixed point of breathing out not jacket inner wall setting.
Its further technical scheme is: being arranged on and breathing out the not damping rubber piece of jacket inner wall is semicircular structure, and its back is established a boss, and this boss coordinates installation with locating slot.
Described viscoelastic body is a kind of macromolecule polymer material simultaneously with some viscous liquid and elastic solid (Hookean body) characteristic; Comprise viscoplasticity rubber, viscoplasticity polyurethane, viscoplasticity propylene fat, viscoplasticity asphalt mixture, viscoplasticity latex mixture or viscoplasticity epoxy resin composition.
Described slow coagulated material is that a kind of original state is stream plastomer, can become thereafter the material of the solid with certain Rigidity and strength, as slow setting knot concrete.
Its again further technical scheme be: be not in described Kazakhstan that point-like distributes for how much or random distribution has multiple pits on the external surface of sheath, the shape of cross section of pit is rectangle, trapezoidal, semicircle, half elliptic, triangle or other arbitrary polygons, and the spacing between each pit equates or be unequal.
Its again further technical scheme or: in described Kazakhstan, not the external surface of sheath is provided with double helix muscle or is wound with double helix muscle.
Owing to adopting technique scheme, the one of the utility model has rain wind induced vibration is had to good inhibition from vibration damping cable, has improved the beneficial effect in the application life of cable:
First, the utility model is filled separation layer 2 breathing out not gap between jacket inner wall and cable, described separation layer comprises that damping rubber or viscoelastic body separation layer or slow coagulated material or existing damping rubber are added with again the mixed structure body of viscoelastic body or slow coagulated material, make cable self have vibration-damping function.
Secondly, by the not sheath face of breathing out, spiral bar and pit being set, make current deflection, prevent that the water small stream on cable body surface is along rotational vibration, thereby reach the object of vibration damping, make to breathe out the not function of the anti-rain wind induced vibration of sheath tool; By the mode of field-winding spiral bar, make to breathe out the not structure of sheath and have more stability simultaneously.
Below, in conjunction with the accompanying drawings and embodiments a kind of technical characterictic from vibration damping cable of the utility model is further described.
Brief description of the drawings
A kind of from vibration damping line structure schematic diagram described in Fig. 1: embodiment mono-;
A kind of from vibration damping line structure schematic diagram described in Fig. 2: embodiment bis-;
The A-A sectional view of Fig. 3: Fig. 2;
Fig. 4: damping rubber block structure schematic diagram;
Fig. 5: be arranged on and breathe out the structural representation that protects the interior locating slot of cable rope jacket;
The left view of Fig. 6: Fig. 5;
A kind of from vibration damping line structure schematic diagram described in Fig. 7: embodiment tri-;
A kind of from vibration damping line structure schematic diagram described in Fig. 8: embodiment tetra-.
In figure:
1-cable body, 2 separation layers, 21-damping rubber piece, 3-pit, 4-spiral bar, 5-breathes out not sheath, 51-locating slot.
Detailed description of the invention
Embodiment mono-:
A kind of from vibration damping cable, its basic structure as shown in Figure 1, should comprise cable body 1 and be positioned at not sheath 5 of the outer field Kazakhstan of cable body 1 from vibration damping cable, not between sheath 5, there is separation layer 2 at cable body 1 and in the outer field Kazakhstan of cable body, described separation layer 2 comprises that damping rubber 21 or viscoelastic body or slow coagulated material or existing damping rubber are added with again the mixed structure body of viscoelastic body or slow coagulated material, separation layer or be directly distributed in whole rope length, or by being distributed on cable in locating slot 51 fixed points of breathing out not jacket inner wall setting.
As Figure 4-Figure 6, described damping rubber piece 21 is semicircular structure, and its back is established a boss, and damping rubber piece 21 coordinates installation by this boss with locating slot.
Described locating slot is out breathing out jacket inner wall not, have the circular groove of certain length, distribute along breathing out sheath even circumferential, breathing out length direction not by the spacing setting of setting, its setting space determines as required, be generally 1~5 meter, in the time being greater than 5 meters, can not use separately damping rubber, locating slot structure and breathing out distribution on jacket inner wall not referring to Fig. 5, Fig. 6.
Described viscoelastic body is a kind of macromolecule polymer material, has the polymeric material of some viscous liquid and elastic solid (Hookean body) characteristic simultaneously; As viscoplasticity rubber, viscoplasticity polyurethane, viscoplasticity propylene fat, viscoplasticity asphalt mixture, viscoplasticity latex mixture or viscoplasticity epoxy resin composition etc. .
Described slow coagulated material is that a kind of original state is stream plastomer, can become thereafter the material of the solid with certain Rigidity and strength, as slow setting knot concrete.
Embodiment bis-:
Breathing out one that not external surface of sheath is provided with double helix muscle from vibration damping cable, its basic structure is with embodiment mono-, with embodiment mono-difference in: not on the external surface of sheath 5, be provided with double helix muscle 4 in described Kazakhstan, described double helix muscle 4 can be together with breathing out sheath 5 not global formation or in factory, be wound around, can be also to fasten (referring to Fig. 2, the Fig. 3) in rear winding by breathing out not sheath 5 at the construction field (site).
Embodiment tri-:
The one that is distributed with multiple pits on the external surface of breathing out sheath is not from vibration damping cable, its basic structure is with embodiment mono-, difference in: be not in described Kazakhstan that point-like distributes for how much or random distribution has multiple pit 3(referring to Fig. 7 on the external surface of sheath 5), the shape of cross section of pit is rectangle, trapezoidal, semicircle, half elliptic, triangle or other arbitrary polygons, and the spacing between each pit equates or be unequal.
Embodiment tetra-:
Breathing out that the not external surface of sheath is distributed with multiple pits, the one that arranges or be wound with simultaneously double helix muscle is from vibration damping cable, its basic structure is with embodiment tri-, with embodiment tri-differences in: not on the external surface of sheath 5, arrange or be wound with double helix muscle 4 in described Kazakhstan, described double helix muscle 4 can be processing or be wrapped on the external surface of breathing out sheath 5 not in factory, can be also to fasten (referring to the Fig. 8) in rear other winding by breathing out not sheath 5 at the construction field (site).

Claims (7)

1. one kind from vibration damping cable, comprise cable body (1) and be positioned at not sheath (5) of the outer field Kazakhstan of cable body (1), it is characterized in that: at cable body (1) and be positioned at the outer field Kazakhstan of cable body and not have separation layer (2) between sheath (5), described separation layer (2) or damping rubber or viscoelastic body or slow coagulated material, separation layer or be directly distributed in whole rope length, or by being distributed on cable breathing out locating slot (51) fixed point that not jacket inner wall arranges.
2. one according to claim 1, from vibration damping cable, is characterized in that: being arranged on and breathing out the not damping rubber piece of sheath (5) inwall is semicircular structure, and its back is established a boss, and this boss coordinates installation with locating slot.
3. one according to claim 1, from vibration damping cable, is characterized in that: described viscoelastic body comprises viscoplasticity rubber, viscoplasticity polyurethane, viscoplasticity propylene fat, viscoplasticity asphalt mixture, viscoplasticity latex mixture or viscoplasticity epoxy resin composition.
4. one according to claim 1, from vibration damping cable, is characterized in that: described slow coagulated material is slow setting knot concrete.
According to the one described in any one in claim 1-4 from vibration damping cable, it is characterized in that: be not in described Kazakhstan that point-like distributes for how much or random distribution has multiple pits on the external surface of sheath (5), the shape of cross section of pit is rectangle, trapezoidal, semicircle, half elliptic, triangle or other arbitrary polygons, and the spacing between each pit equates or be unequal.
According to the one described in any one in claim 1-4 from vibration damping cable, it is characterized in that: in described Kazakhstan, not the external surface of sheath (5) is provided with double helix muscle.
7. one according to claim 5, from vibration damping cable, is characterized in that: in described Kazakhstan, not the external surface of sheath (5) is provided with double helix muscle.
CN201320603029.XU 2013-09-27 2013-09-27 Self-damping cable Expired - Fee Related CN203741714U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320603029.XU CN203741714U (en) 2013-09-27 2013-09-27 Self-damping cable

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Application Number Priority Date Filing Date Title
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Publications (1)

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CN203741714U true CN203741714U (en) 2014-07-30

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103469729A (en) * 2013-09-27 2013-12-25 柳州欧维姆机械股份有限公司 Self-vibration attenuation cable and installation method thereof
CN104233957A (en) * 2014-09-17 2014-12-24 上海大学 Suspension bridge sling with pneumatic control measure
CN108488532A (en) * 2018-06-22 2018-09-04 中国船舶科学研究中心(中国船舶重工集团公司第七0二研究所) Pipeline damping-constraining vibration-proof structure and its laying method
CN112030745A (en) * 2020-09-11 2020-12-04 合肥清雅装饰工程有限公司 A bridge sleeve pipe for cable for municipal bridge engineering
CN112878177A (en) * 2021-02-03 2021-06-01 大连交通大学 Sleeve type vibration control device for suspension cable of suspension bridge

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103469729A (en) * 2013-09-27 2013-12-25 柳州欧维姆机械股份有限公司 Self-vibration attenuation cable and installation method thereof
CN104233957A (en) * 2014-09-17 2014-12-24 上海大学 Suspension bridge sling with pneumatic control measure
CN108488532A (en) * 2018-06-22 2018-09-04 中国船舶科学研究中心(中国船舶重工集团公司第七0二研究所) Pipeline damping-constraining vibration-proof structure and its laying method
CN112030745A (en) * 2020-09-11 2020-12-04 合肥清雅装饰工程有限公司 A bridge sleeve pipe for cable for municipal bridge engineering
CN112878177A (en) * 2021-02-03 2021-06-01 大连交通大学 Sleeve type vibration control device for suspension cable of suspension bridge

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C14 Grant of patent or utility model
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CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20140730

Termination date: 20190927