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AU2006200352B2 - Overhead cable - Google Patents
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AU2006200352B2 - Overhead cable - Google Patents

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AU2006200352B2
AU2006200352B2 AU2006200352A AU2006200352A AU2006200352B2 AU 2006200352 B2 AU2006200352 B2 AU 2006200352B2 AU 2006200352 A AU2006200352 A AU 2006200352A AU 2006200352 A AU2006200352 A AU 2006200352A AU 2006200352 B2 AU2006200352 B2 AU 2006200352B2
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Prior art keywords
overhead
rainfall
effect
cable
drag coefficient
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AU2006200352A
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AU2006200352A1 (en
Inventor
Hirotaka Ishida
Kinya Kawabata
Naoshi Kikuchi
Teruhiro Yukino
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Furukawa Electric Co Ltd
Kansai Electric Power Co Inc
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Furukawa Electric Co Ltd
Kansai Electric Power Co Inc
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Priority claimed from AU51960/01A external-priority patent/AU5196001A/en
Application filed by Furukawa Electric Co Ltd, Kansai Electric Power Co Inc filed Critical Furukawa Electric Co Ltd
Priority to AU2006200352A priority Critical patent/AU2006200352B2/en
Publication of AU2006200352A1 publication Critical patent/AU2006200352A1/en
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Description

AUSTRALIA
Patents Act 1990 COMPLETE SPECIFICATION STANDARD PATENT Applicant(s): THE FURUKAWA ELECTRIC CO., LTD.
THE KANSAI ELECTRIC POWER CO., INC.
Invention Title: OVERHEAD CABLE The following statement is a full description of this invention, including the best method of performing it known to me/us: 2 OVERHEAD CABLE BACKGROUND OF THE INVENTION This application is a divisional application of Australian Patent Application 51960/01 which is incorporated herein by reference.
1. Field of the Invention The present invention relates to an overhead cable such as an overhead power cable or an overhead ground wire, more particularly relates to an overhead cable with little wind load under conditions where both strong wind and rainfall are simultaneously present such as during a typhoon.
2. Description of the Related Art In the past, much use has been made of steelreinforced aluminum cable (ACSR) comprised of aluminum strands twisted around steel strands for overhead power cables. In this type of overhead power cable, the following overhead cables are known for reducing the wind load.
Overhead cables obtained by twisting aluminum strands around steel strands, twisting segment strands of a fan-shaped cross-section at the outermost layer, forming corners of the segment strands into outwardly projecting arc shapes, and setting the radius of curvature of the corner arc-shaped surfaces to a specific value to reduce the wind load.
Overhead cables given wavy surfaces at the outermost layer to reduce the wind load.
Overhead cables obtained by twisting segment strands of a fan-shaped cross-section at the outermost layer and providing arc-shaped grooves at the surface side of the adjoining parts of the segment strands to reduce the wind load.
3 Overhead cables given sectional shapes of regular polygons and provided with arc-shaped grooves at the vertexes to reduce the wind load.
However, when these overhead cables were subjected to wind tunnel tests providing a grid for generating drops of water for simulating the state of rainfall on these overhead cables in the wind tunnel and reproducing wind of a wind speed of 40 m/sec and rainfall of an amount of 16 mm/10 min, it was found that the drops of water due to the rainfall deposited on the surface of the overhead cables resulting in a surface shape of the cables remarkably different from the surface shape envisioned at the time of design.
That is, the drops of water deposited on the surface of the overhead cables due to rainfall moved on the surface from the upwind side to the downwind side to finally reach the breakaway point of the air, but the flow of air at the breakaway point is weak, so the drops of water remained at that position and merged to form reservoirs of water like water channels at the surface of the overhead cables.
As a result, the drag coefficient of an overhead cable obtained by tests reproducing strong wind and rainfall in a wind tunnel clearly becomes larger than the drag coefficient of an overhead cable obtained by an ordinary wind tunnel test, that is, a test reproducing only strong wind. Therefore, a conventional overhead cable suffers from the problem that a sufficient effect of reduction of the drag coefficient cannot be obtained under conditions of a strong wind and rainfall as at the time of a typhoon.
4 SUMMARY OF THE INVENTION It would be advantageous if at least some of the embodiments of the present invention provided an overhead cable able to reduce the wind load not only at the time of strong wind, but also strong wind and rainfall.
According to the present invention, there is provided an overhead cable with little wind load under strong wind and rainfall wherein a sectional shape of an outer circumferential surface formed by outermost members is a polygon inscribing a circle of a diameter d (mm), sides of the polygon are formed as substantially flat surfaces connecting adjoining vertexes, vertexes of the polygon inscribing the circle are cut away to form arcshaped grooves having a radius R (mm) and having a depth H (mm) from the vertexes, and the arc-shaped grooves are formed in spirals in the outer circumference of the overhead cable in a longitudinal direction of the overhead cable at predetermined pitches, the diameter d of the overhead cable being in a range of 36.6 to 52 and the outer circumferential surface formed by the outermost members being formed by a number N of vertexes of the polygon wherein: N=(13.0+0.092d+0.0031d 2 rounded to the nearest whole number (1) the depth H of an arc-shaped groove having a range between 0.20 and 0.36 mm and being varied responsive to the radius R, and the depth H and the diameter d satisfying the following condition: 0.00656 r H/d r 0.00761 (2) and the radius R of an arc-shaped groove having a range between 1.30 and 2.50 mm and being varied 5 responsive to the diameter d, and the radius R and the depth H satisfying the following condition: 0.1412 s H/R 5 0.1458 (3) In a further form of the invention there is provided an overhead cable wherein the outermost members are comprised of a plurality of segments, each segment is obtained by dividing the polygon at the vertexes, has an inner surface having a partially arc-shaped sectional shape of a radius dl (mm) has an outer surface having a flat sectional shape connecting the adjoining vertexes, and has two corners of the flat outer surface formed to define a said arc-shaped groove of a radius R and depth H together with the corners of the adjoining segments, and the plurality of segments being arranged so that they adjoin each other so the corners of the adjoining segments form said arc-shaped grooves and to cover the outer circumference of the members positioned inside them and so that the plurality of arc-shaped grooves circle the overhead cable in spirals in the longitudinal direction at a predetermined pitch.
The ability to reduce the wind load at the time of strong wind and rainfall by the above configuration is clear from the results of wind tunnel tests reproducing strong wind and rainfall for overhead cables of various sectional shapes.
BRIEF DESCRIPTION OF THE DRAWINGS The features of the present invention will become clearer from the following description of the preferred embodiments given with reference to the accompanying drawings, in which: 6 Fig. 1 is a sectional view of an overhead power cable as a first embodiment of an overhead cable according to the present invention, and Fig. 2 is a partial enlarged view of the overhead power cable illustrated in Fig. 1.
DESCRIPTION OF THE PREFERRED EMBODIMENTS An overhead power cable will be explained with reference to Fig. 1 and Fig. 2 as a first embodiment of an overhead cable of the present invention.
The overhead power cable illustrated in Fig. 1 and Fig. 2 is comprised of, at the center seven steel strands 1 having circular sectional shapes and twisted by a predetermined pitch in the longitudinal direction of the overhead power cable, around the seven twisted steel strands 1, nine first aluminum strands 2A having circular sectional shapes and twisted by a predetermined pitch in the longitudinal direction of the overhead power cable, around the first aluminum strands 2A, 15 second aluminum strands 2B having circular sectional shapes and twisted by a predetermined pitch in the longitudinal direction of the overhead power cable, and, around the second aluminum strands 2B, 20 aluminum segment strands 3. The aluminum strands 3 correspond to the outermost members of the present invention.
The configuration and shape of the outermost aluminum strands 3 will be explained next. The shape of a segment strand 3 is obtained by dividing a ring having an inner circular surface of a diameter dl, an outer polygonal surface inscribing a circle of an outside diameter d and a thickness from the inner circular surface to the outer circle of (d-dl)/2 into equal parts, 20 in this embodiment, at the vertexes of the polygon. The inner circumferential surface of each 7 segment therefore constitutes part of a circle of a diameter dl, while the outer circumferential surface connects the adjoining vertexes, is substantially parallel to the inner circumferential surface, and is formed flat or is formed slightly depressed from the flat surface by a depression D for example, as illustrated in Table 1 (hereinafter referred to as "substantially flat", in Table 1, flat being indicated by The two corners of the substantially flat outer circumferential surface are cut away to form semi-arcshaped grooves of a radius R (mm) and a depth H (mm) from the vertexes. That is, each segment strand 3 has a substantially trapezoidal cross-section.
When these segment strands are made to adjoin each other, the adjoining arc-shaped grooves are formed as single arc-shaped grooves 4.
There are 20 segment strands 3 in this embodiment.
These 20 segment strands are arranged adjoining each other so as to cover the outer circumference of the second aluminum strands 2B. A plurality of arc-shaped grooves 4 defined by the adjoining segment strands 3, 3 circle the overhead power cable in spirals in the longitudinal direction at a predetermined pitch. The state of the arc-shaped grooves 4 circling the cable, however, is not illustrated.
The overhead power cable of Fig. 1 is a steelreinforced aluminum cable using steel strands 1 at the core and two layers of aluminum strands 2A and 2B and one layer of aluminum segment strands 3 around them, but the sectional shape, configuration, and materials of the overhead cable of the present invention is not limited to the configuration of the overhead cable illustrated in Fig. 1 and Fig. 2. For example, it is also possible to use an aluminum-covered steel strand or aluminum alloy 8 strand as the segment strand 3. Further, the invention may be similarly applied to an aluminum alloy cable, copper cable, overhead ground wire, etc.
Examples Various types of overhead power cables of the sectional shape shown in Fig. 1 differing in the diameter d number N of vertexes of the regular polygon inscribing a circle of a diameter d defined according to the magnitude of the diameter d, radius R (mm) of arcshaped grooves 4, and depth H (mm) of arc-shaped grooves 4 from the outer circumferential surface of the outer diameter d (mm) were produced. These examples of overhead power cables are shown in Table 1 as Nos. 1-1 to 1-3, 2-1 to 2-4, 3-1 to 3-4, 4-1 to 4-5, 5-1 to 5-5, 6-1 to and 7-1 to The overhead power cables used were steelreinforced aluminum cables of a diameter of 18 to 52 mm.
These overhead power cables were subjected to wind tunnel tests to measure the drag coefficient at the time of strong wind and rainfall in a range of wind speed of to 40 m/sec and rainfall conditions of 16 mm/10 min.
The maximum wind speed of the tests was set at m/sec since the maximum wind speed used at the time of designing an overhead power cable is usually 40 m/sec.
The rainfall condition is a value adopted from records of the wind speed and amount of rainfall of a typhoon measured in the past.
For comparison, ordinary cables with outer circumferential surfaces comprised of not flat, but circular facets and with no arc-shaped grooves (ACSRs with outermost layers comprised of strands of circular cross-sections), shown as Nos. 8-1 to 8-4 in Table 1, were also tested.
9 The overhead cables produced for the tests were as shown in Table i. Note that the depression D (mm) of the sides of the regular polygon is the depression from the line connecting one vertex and another (see Fig. The outer circumferential surface of the overhead power cable is comprised of completely flat facets as with D=O or of facets with some depression as with D=0.10 to 0.20 (mm) 10 Table 1 No. Dia- Sec- No. of Arc-shaped Depresmeter tional vertex- groove of sion of d (mm) area es of vertex (mm) sides of (mm 2 polygon polygon (mm) Radius Depth R H_ 1-1 18 160 15 0.80 0.12 0 1-2 18 160 16 0.90 0.13 0 1-3 18 160 17 1.00 0.14 0 2-1 22 240 16 1.20 0.17 0 2-2 22 240 16 1.20 0.17 0.10 2-3 22 240 16 1.20 0.17 0.20 2-4 22 240 16 0.80 0.30 0 3-1 28 410 14 1.50 0.22 0.15 3-2 28 410 18 1.30 0.20 0 3-3 28 410 20 1.50 0.18 0 3-4 28 410 24 1.50 0.26 0 4-1 33 610 14 1.80 0.26 0 4-2 33 610 16 1.80 0.26 0.15 4-3 33 610 18 1.80 0.22 0 4-4 33 610 20 1.40 0.24 0 33 610 22 1.40 0.18 0 5-1 36.6 810 20 1.50 0.20 0 5-2 36.6 810 20 1.70 0.24 0 5-3 36.6 810 22 1.60 0.24 0 5-4 36.6 810 24 1.80 0.30 0 36.6 810 24 2.50 0.30 0 6-1 46 1160 20 1.24 0.25 0.10 6-2 46 1160 22 1.80 0.25 0 6-3 46 1160 22 2.20 0.25 0 6-4 46 1160 24 2.40 0.35 0 46 1160 28 1.80 0.28 0 7-1 52 1520 26 2.50 0.36 0 7-2 52 1520 28 2.50 0.38 0 7-3 52 1520 30 2.40 0.45 0 7-4 52 1520 32 2.40 0.45 0 52 1520 32 2.40 0.20 0 8-1 22.4 240 Ordinary ACSR 8-2 28.5 410 Ordinary ACSR 8-3 38.4 810 Ordinary ACSR 8-4 146.2 11160 Ordinary ACSR 11 The results of measurement of the drag coefficient for these overhead power cables under conditions of a wind speed of 40 m/sec and no rainfall and the drag coefficient under conditions of a wind speed of 40 m/sec and a rainfall strength of 16 mm/10 minutes are shown in Table 2.
The values of H/d and H/R of the overhead power cables for which an effect of reduction of the drag coefficient was recognized at the time of rainfall are shown together in Table 2.
Note that as to the method of expression of the drag coefficient at the time of rainfall, the constant used when finding the drag coefficient is obtained by using the value and equation at the time of no rainfall.
Therefore, if stopping rainfall and measuring the drag by a drag measuring apparatus at the time of rainfall, the drag coefficient at an ordinary wind speed of 40 m/sec is found. In other words, the drag coefficient at the time of rainfall directly expresses the change in the load applied to the overhead power cable due to the effect of rainfall. In the evaluation at the time of rainfall in Table 2, "large effect" means a drag coefficient of less than 0.75, "medium effect" means a drag coefficient of from 0.75 to less than 0.80, "small effect" means a drag coefficient of from 0.80 to less than 0.85, and "no effect" means a drag coefficient of from 0.85.
12 Table 2 No. Drag Drag Evaluation at H/d H/R coeffi- coeffi- time of cient at cient at rainfall time of time of wind speed wind of 40 speed of m/sec and 40 m/sec no and rainfall rainfall of 16 min 1-1 0.962 0.877 No effect 1-2 0.958 0.823 Small effect 0.00722 0.1444 1-3 0.971 0.842 Small effect 0.00778 0.1400 8-1 0.956 0.996 2-1 0.811 0.788 Medium effect 0.00773 0.1417 2-2 0.782 0.792 Medium effect 0.00773 0.1417 2-3 0.751 0.814 Medium effect 0.00770 0.1417 2-4 0.842 0.882 No effect 8-2 0.981 1.021 3-1 0.722 0.794 Medium effect 0.00786 0.1467 3-2 0.724 0.763 Medium effect 0.00714 0.1538 3-3 0.763 0.776 Medium effect 0.00643 0.1200 3-4 0.812 0.872 No effect 4-1 0.824 0.915 No effect 4-2 0.758 0.822 Small effect 0.00788 0.1444 4-3 0.729 0.781 Medium effect 0.00667 0.1222 4-4 0.654 0.754 Medium effect 0.00727 0.1714 0.651 0.784 Medium effect 0.00545 0.1286 8-3 0.897 1.037 5-1 0.721 0.762 Medium effect 0.00546 0.1333 5-2 0.564 0.739 Large effect 0.00656 0.1412 5-3 0.637 0.771 Medium effect 0.00656 0.1500 5-4 0.728 0.817 Small effect 0.00820 0.1200 0.739 0.918 No effect 8-4 0.952 0.989 6-1 0.723 0.772 Medium effect 0.00543 0.2016 6-2 0.698 0.767 Medium effect 0.00543 0.1389 6-3 0.657 0.745 Large effect 0.00543 0.1136 6-4 0.712 0.740 Large effect 0.00761 0.1458 0.841 0.862 No effect 7-1 0.722 0.785 Medium effect 0.00692 0.1440 7-2 0.784 0.817 Small effect 0.00731 0.1520 7-3 0.791 0.824 Small effect 0.00865 0.1875 7-4 0.792 0.818 Small effect 0.00865 0.1875 0.768 0.860 No effect Maximum Minimum 0.00543 0.00865 0.1136 0.2016 0.00865 0.2016 13 The following will be understood from the results of Table 2: Overhead power cables of size of diameter of 18 mm (Nos. 1-1 to Reduction occurs in drag coefficient at time of rainfall. However, the effect can be judged to be small.
Overhead power cables of size of diameter of 18 mm (Nos. 2-1 to Reduction occurs in drag coefficient at time of rainfall compared with 0.956 drag coefficient of ordinary ACSR (No. 8-1) of the same size.
The relationship of the depression D of the portions at the sides of the regular polygon and the drag coefficient was investigated for overhead power cables of this size, but there was no remarkable difference in the drag coefficient between when there were depressions and there weren't. Rather, a tendency toward a lower drag coefficient the smaller the depression D was observed.
Since a result of under 0.8 was obtained with the overhead power cable of the smallest drag coefficient at the time of rainfall, the effectiveness of the crosssectional shape of the overhead power cable according to this embodiment of the present invention could be confirmed. However, the effect can be judged to be medium.
Overhead power cables of size of diameter of 28 mm (Nos. 3-1 to The number N of vertexes of the polygon was made different for overhead power cables of this size. Reduction occurs in drag coefficient at time of rainfall compared with 0.981 drag coefficient of ordinary ACSR (No. 8-2) of the same size. However, the effect can be judged to be medium.
Overhead power cables of size of diameter of 33 mm (Nos. 4-1 to Reduction occurs in drag 14 coefficient at time of rainfall. However, the effect can be judged to be medium.
Overhead power cables of size of diameter of 36.6 mm (Nos. 5-1 to Reduction occurs in drag coefficient at time of rainfall. The biggest effect was with a drag coefficient of 0.739. Compared with the drag coefficient of 1.037 of an ordinary ACSR (No. 8-3) of the same size, a 28.7% reduction in the drag coefficient could be observed.
Overhead power cables of size of diameter of 46 mm (Nos. 6-1 to Reduction occurs in drag coefficient at time of rainfall. The biggest effect was with a drag coefficient of 0.740. Compared with the drag coefficient of 1 of an ordinary ACSR (No. 8-4) of the same size, a 25% reduction in the drag coefficient could be observed.
Overhead power cables of size of diameter of 52 mm (Nos. 7-1 to Reduction occurs in drag coefficient at time of rainfall. However, the effect can be judged to be small.
The overhead power cables giving the best effects of reduction of the drag coefficient in the different sizes found from the above experiments are summarized in Table 3. The relationships among the number N of vertexes, H/d, and H/R are shown there.
2006200352 27 Jan 2006 Table 3 No. Diamete No. of Drag Drag Evaluation at H/d H/R r d vertex coefficient coefficient time of (mm) -es at wind at wind rainfall speed of 40 speed of m/s and no m/s and rainfall rainfall 1-2 18 16 0.958 0.823 Small effect 0.00722 0.1444 2-1 22 16 0.811 0.788 Medium effect 0.00773 0.1417 3-2 28 18 0.724 0.763 Medium effect 0.00714 0.1538 4-4 33 20 0.654 0.754 Medium effect 0.00727 0.1714 5-2 36.6 20 0.564 0.739 Large effect 0.00656 0.1412 6-4 46 24 0.712 0.740 Large effect 0.00761 0.1458 7-1 52 26 0.722 0.785 Medium effect 0.00692 0.1440 Minimum Maximum Average 0.00656 0.00773 0.00721 0.1412 0.1714 0.1489 16 A strong correlation is observed when viewing the diameter d of the overhead power cable and the number N of vertexes of Table 3. That is, the formula for finding the number N of vertexes from the diameter d can be expressed as follows: N=(13.0+0.092d+0.0031d 2 rounded off Further, the relationship of the depth H of the arcshaped groove of each vertex with respect to the diameter d of the overhead power cable is considered to be substantially constant if viewing the values of H/d of Table 3. Therefore, desirable values of the effective range and average value can be obtained from the minimum value to maximum value of H/d in Table 3.
That is, the minimum value of the depth H of the arcshaped grooves become as follows from H/d=0.00656: H=0.00656d The maximum value of the depth H of the arc-shaped grooves become as follows from H/d=0.00773: H=0.00773d The average value of the depth H of the arc-shaped grooves become as follows from H/d=0.00721: H=0.00721d Depths H of the arc-shaped grooves 4 satisfying these dimensional conditions can be said to be the effective range.
If the depth H of the arc-shaped grooves 4 is in this range, a reduction of the drag coefficient of over compared with an ordinary overhead power cable can be achieved, but if the range of the depth H of the arcshaped grooves which enables achievement of a reduction of the drag coefficient of over 15% is found in the same way from the value of Table 2, the following are obtained: Minimum value H=0.00543d Maximum value H=0.00865d 17 That is, the effect of reduction of the drag coefficient can be obtained in this range as well.
Next, the relationship between the depth H and the radius R of the arc-shaped groove of each vertex is considered to be substantially constant when viewing the value of H/R of Table 3. Therefore, desirable values of the effective range and average value can be obtained from the minimum value to maximum value of H/R in Table 3. That is, the values of the radius R of the arc-shaped grooves become as follows: Minimum value of radius R of arc-shaped grooves: R=5.834H from H/R=0.1714 Maximum value of radius R of arc-shaped grooves: R=7.082H from H/R=0.1412 Average value of radius R of arc-shaped grooves: R=6.716H from H/R=0.1489 The above can be said to shown the effective range of the radius R of the arc-shaped grooves.
The above range represents values which enable achievement of a reduction of the drag coefficient of over compared with an ordinary overhead power cable, but if the range of the radius R of the arc-shaped grooves which enables achievement of a reduction of the drag coefficient of over 15% is found in the same way from the value of Table 2, the following are obtained: Minimum value R=4.960H Maximum value R=8.802H That is, the effect of reduction of the drag coefficient can be obtained in this range as well.
Next, regarding the depression D of the portion of the sides of the cross-section of a regular polygonal overhead power cable, according to Table 2, no effect of reduction of the drag coefficient due to the presence of D 18 can be observed under rainfall conditions. Rather, the effect of reduction of the drag coefficient is greater when D=0, so the depression is preferably made D=0.
Therefore, when producing a segment strand for the outermost layer, the surface of the strand at the outside is preferably flat even considering deformation due to three-dimensional bending at the time of twisting.
The above embodiment shows the results of a study on a steel-reinforced aluminum cable, but the present invention relates to the surface shape of an overhead power cable. Therefore, similar effects are obtained, regardless of the material of the overhead power cable, even if applied to a steel overhead cable, an overhead ground wire comprised of steel strands, a power distribution cable, etc.
Further, similar effects can be obtained even if using a composite strand comprised of fine strands of Invar wire, silicon carbide filaments, carbon fiber, alumina fiber, or high strength organic fiber (aramide fiber etc.) plated or covered on the surface by aluminum, zinc, chrome, copper, etc. instead of the steel cores serving as the main tension-bearing members of the overhead power cable.
Further, since the outermost layer strands are effectively positioned, the present invention may also be applied to a cable using segment strands structured so that adjoining outermost layer strands mesh with each other.
Further, the segment strands 3, as mentioned above, need only form the polygonal shape. There is no need for them to be divided into the plurality of segment strands as illustrated in Fig. 1 and Fig. 2.
19 As explained above, according to the present invention, it is possible to obtain an overhead power cable with a small wind load not only at the time of strong wind, but also strong wind and rainfall. Therefore, it is possible to reduce the strength required in a support structure of an overhead cable and possible to reduce the cost of an overhead cable line.
Whilst the invention has been described with reference to a number of preferred embodiments it should be appreciated that the invention can be embodied in many other forms.
It is to be understood that, if any prior art publication is referred to herein, such reference does not constitute an admission that the publication forms a part of the common general knowledge in the art, in Australia or any other country.

Claims (1)

  1. 3. An overhead cable substantially as herein described with reference to the accompanying drawings.
AU2006200352A 2000-06-15 2006-01-27 Overhead cable Expired AU2006200352B2 (en)

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AU51960/01A AU5196001A (en) 2000-06-15 2001-06-15 Overhead cable
AU2006200352A AU2006200352B2 (en) 2000-06-15 2006-01-27 Overhead cable

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Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11329083A (en) * 1998-05-13 1999-11-30 Furukawa Electric Co Ltd:The Low wind piezoelectric wire

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11329083A (en) * 1998-05-13 1999-11-30 Furukawa Electric Co Ltd:The Low wind piezoelectric wire

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