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JPS5939843B2 - Koshin aluminum yorisen - Google Patents
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JPS5939843B2 - Koshin aluminum yorisen - Google Patents

Koshin aluminum yorisen

Info

Publication number
JPS5939843B2
JPS5939843B2 JP14100375A JP14100375A JPS5939843B2 JP S5939843 B2 JPS5939843 B2 JP S5939843B2 JP 14100375 A JP14100375 A JP 14100375A JP 14100375 A JP14100375 A JP 14100375A JP S5939843 B2 JPS5939843 B2 JP S5939843B2
Authority
JP
Japan
Prior art keywords
wire
aluminum
steel
core
wires
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
Application number
JP14100375A
Other languages
Japanese (ja)
Other versions
JPS5264678A (en
Inventor
晃 大月
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.)
Fujikura Cable Works Ltd
Original Assignee
Fujikura Cable Works 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 Fujikura Cable Works Ltd filed Critical Fujikura Cable Works Ltd
Priority to JP14100375A priority Critical patent/JPS5939843B2/en
Publication of JPS5264678A publication Critical patent/JPS5264678A/en
Publication of JPS5939843B2 publication Critical patent/JPS5939843B2/en
Expired legal-status Critical Current

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Description

【発明の詳細な説明】 本発明は架空送電線として用いられる鋼心アルミ撚線に
関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a steel-core aluminum stranded wire used as an overhead power transmission line.

従来の鋼心アルミ撚線は、複数本の鋼素線を撚合わせて
なる鋼心部の外周に直接複数本のアルミ素線を撚合せて
アルミ撚線層を形成した構造となつているため、架設時
の張力は鋼心部とアルミ撚線層との両者に作用し、この
結果電線全体としての等価弾性係数や等価線膨張係数の
値は、鋼素線とアルミ素線を複合して撚合せた合成撚線
としての値を示す。
Conventional steel core aluminum stranded wire has a structure in which multiple aluminum wires are twisted directly around the outer circumference of a steel core made by twisting multiple steel wires together to form an aluminum stranded wire layer. , the tension during erection acts on both the steel core and the aluminum stranded wire layer, and as a result, the values of the equivalent elastic modulus and equivalent linear expansion coefficient of the wire as a whole are the same as those of the steel wire and aluminum wire. The value is shown as a composite twisted wire.

ところがアルミ素線の縦弾性係数は鋼素線のそれと比較
して1/3以下であるから、画素線を撚合せた合成撚線
としての縦弾性係数は鋼素線だけの値に比較して著しく
低い値となる。したがつて電線架設時の地変は鋼素線の
みから計算される地変よりも著しく大きくなる。またア
ルミ素線の線膨張係数は鋼素線のそれと比較して2倍以
上であるから、合成撚線としての線膨張係数は鋼素線だ
けの値と比較して相当に大きい。このため、温度変化に
よる電線地変の変化量は鋼素線のみから計算される値よ
りも相当に大きい。このように従来の鋼心アルミ撚線で
は、引張強度を増大せしめるために鋼素線を撚合せて鋼
心部を形成したにもかかわらず、地変特性については鋼
素線から期待される値よりもはるかに劣つていた。した
がつて従来は鋼心アルミ撚線を架設する場合、架設用鉄
塔の高さを大きくしなければならないとともに、隣接す
る線間の間隔を広くしなければならないから、鉄塔が大
型となり、このため鉄塔建設費と鉄塔用地費に莫大な費
用を必要としている。このような問題を解決する手段が
本発明者等により近時各種提案されているが、その代表
的なものは、電線を架設して張力を加えた時に鋼心部と
アルミ撚線層との間に空隙が生じるよう、鋼心部とアル
ミ撚線層との間に螺旋状の介在物を挿入したものや、あ
るいは鋼心部とアルミ搬線層との間に軟質のアルミ線を
介在させて架設時における軟質アルミ線の塑性変形によ
り上述と同様な空隙が生じるようにしたもの等である。
これらのものはいずれも電線に加わる張力をもつぱら鋼
心部、即ち鋼撚線で受けるから、電線全体としての等価
弾性係数や等価線膨張係数は鋼撚線の値とほぼ等しくな
り、この結果前述の問題を相当程度解決することが出来
るものとして有望視されている。ところがこれらのもの
はいずれも鋼心部とアルミ撚線層との間に他の金属材料
を介在させるから、製造コストや材料費が従来製品より
も高くなる欠点がある。本発明は、前述の地変特性の問
題を有効に解決するとともに製造コストや材料費が従来
製品に比較して余り高くならない新規な構造の鋼心アル
ミ撚線を提供するものである。
However, since the longitudinal elastic modulus of aluminum wire is less than 1/3 of that of steel wire, the longitudinal elastic modulus of a composite stranded wire made by twisting pixel lines is less than that of steel wire alone. The value is extremely low. Therefore, the ground deformation during the installation of electric cables will be significantly larger than the ground deformation calculated from only steel wires. Furthermore, since the linear expansion coefficient of aluminum wire is more than twice that of steel wire, the linear expansion coefficient of the composite stranded wire is considerably larger than that of steel wire alone. Therefore, the amount of change in wire ground deformation due to temperature change is considerably larger than the value calculated from only steel wires. In this way, in conventional steel-core aluminum stranded wires, although the steel core is formed by twisting steel wires together to increase the tensile strength, the earth deformation properties are lower than expected from steel wires. was also far inferior. Therefore, in the past, when installing steel-core aluminum stranded wires, the height of the erecting tower had to be increased, and the distance between adjacent wires had to be widened, making the tower larger. A huge amount of money is required for the construction of the tower and the cost of land for the tower. The inventors of the present invention have recently proposed various means to solve this problem, but the representative one is that when the wire is installed and tension is applied, the steel core and the aluminum stranded wire layer A spiral inclusion is inserted between the steel core and the aluminum stranded wire layer to create a gap between the wires, or a soft aluminum wire is inserted between the steel core and the aluminum conductor layer. In this case, voids similar to those described above are created due to plastic deformation of the soft aluminum wire during erection.
In all of these cases, the tension applied to the wire is received by the steel core, that is, the steel stranded wire, so the equivalent elastic modulus and equivalent linear expansion coefficient of the wire as a whole are almost equal to the values of the steel stranded wire. It is seen as promising as a method that can solve the above-mentioned problems to a considerable extent. However, since all of these products require other metal materials to be interposed between the steel core and the aluminum stranded wire layer, they have the disadvantage that manufacturing costs and material costs are higher than those of conventional products. The present invention provides a steel-core aluminum stranded wire with a novel structure that effectively solves the above-mentioned problem of ground deformation characteristics and does not increase manufacturing cost or material cost much compared to conventional products.

以下本発明の実施例を図面に従つて詳細に説明する。Embodiments of the present invention will be described in detail below with reference to the drawings.

第1図および第2図において、複数本の鋼素線1が撚合
されない状態で直線状に集束されて鋼心部2が形成され
、かつその鋼心部2の外側には複数本のアルミ素線3を
撚合せてなるアルミ撚線層4が複数層に亘つて設けられ
ている。
1 and 2, a plurality of steel wires 1 are linearly bundled without being twisted to form a steel core 2, and a plurality of aluminum wires are formed outside the steel core 2. A plurality of aluminum twisted wire layers 4 made of twisted wires 3 are provided.

前記鋼素線1としては、亜鉛メツキ鋼線、アルミ被覆鋼
線、ピアノ線、ステンレス鋼線等を用いることができ、
また前記アルミ素線3としては高純度電気用アルミ、イ
号アルミ合金、高力アルミ合金、耐熱アルミ合金、耐食
アルミ合金等を用いることができる。
As the steel wire 1, galvanized steel wire, aluminum coated steel wire, piano wire, stainless steel wire, etc. can be used,
Further, as the aluminum wire 3, high-purity electrical aluminum, No. 1 aluminum alloy, high-strength aluminum alloy, heat-resistant aluminum alloy, corrosion-resistant aluminum alloy, etc. can be used.

なお前記鋼心部2は複数本の鋼素線1を撚合わさずに集
束したものであるから、各鋼素線1が緊密に集束されて
いない場合には鋼素線間に隙間が生じて電線の外径が局
部的に大きくなり、このため架設時等に電線を円滑に送
ることができなくなつたり、あるいは外表面に傷が付い
たりする場合がある。
Note that the steel core 2 is made up of a plurality of steel wires 1 that are bundled together without being twisted together, so if the steel wires 1 are not tightly bundled, gaps will occur between the steel wires. The outer diameter of the electric wire becomes locally large, which may make it impossible to send the electric wire smoothly during installation or the like, or the outer surface may be damaged.

これを防止するためには、複数本の鋼素線1を集束する
時に各鋼素線1に加わるバツクテンシヨンが等しくなる
ように制御することが望ましい。また緊密に集束された
鋼心部であつてもアルミ撚線装置に送られる迄の間やア
ルミ撚線時に鋼素線間に隙間が発生するおそれがあり、
これを防止するためには第3図に示すように緊密に集束
された鋼心部2を接着剤又は塗料5で固結して、この後
固結された鋼心部2の外側にアルミ撚線層4を設けるよ
うにしても良い。同様な目的のため、第4図に示すよう
に緊密に集束された鋼心部2の外周に金属箔等からなる
テープ6を螺旋状に巻き付け、この後アルミ撚線層4を
鋼心部2の上に設けるようにしても良い。なおこの場合
テープ6は予め螺旋状に成形しておいたものを用いても
良い。以上説明したように本発明の鋼心アルミ撚線は、
複数本の鋼素線3が撚合わされずに直線状に集束されて
鋼心部2が形成され、かつその鋼心部2の外側にアルミ
撚線層4が設けられているものであるから、架設時に電
線に加わる張力はもつばら鋼心部2に作用してアルミ撚
線層4にはほとんど作用せず、この結果全体としての等
価弾性係数や等価線膨張係数はほぼ鋼素線単独の場合の
値と等しくなる。このことは実験的にも確認されたが、
下記のような理由によるものと考察される。複数本の鋼
素線1からなる鋼心部2の外周に1本のアルミ撚線3が
撚合わされている場合を想定すれば、このアルミ素線3
を展開した状態は第5図のようになる。
In order to prevent this, it is desirable to control the back tension applied to each steel wire 1 to be equal when converging a plurality of steel wires 1. Furthermore, even if the steel core is tightly bundled, there is a risk that gaps may occur between the steel wires before being sent to the aluminum stranding device or during the aluminum stranding process.
In order to prevent this, as shown in Fig. 3, the tightly bundled steel core 2 is consolidated with adhesive or paint 5, and then an aluminum strand is placed on the outside of the consolidated steel core 2. A line layer 4 may also be provided. For the same purpose, as shown in FIG. It may also be provided above. In this case, the tape 6 may be previously formed into a spiral shape. As explained above, the steel core aluminum stranded wire of the present invention is
Since the steel core 2 is formed by converging a plurality of steel wires 3 into a straight line without being twisted together, and the aluminum stranded wire layer 4 is provided on the outside of the steel core 2, The tension applied to the wire during installation acts on the steel core 2 and hardly acts on the aluminum stranded wire layer 4, and as a result, the overall equivalent elastic modulus and equivalent linear expansion coefficient are approximately the same as those for the steel wire alone. is equal to the value of This was confirmed experimentally, but
This is considered to be due to the following reasons. Assuming that one aluminum strand 3 is twisted around the outer periphery of a steel core 2 made up of a plurality of steel strands 1, this aluminum strand 3
The expanded state is shown in Figure 5.

ここでアルミ素線3が鋼心部2を1周するまでの鋼素線
1の長さをLとし、アルミ素線3の1周分の実長をeと
し、さらにアルミ素線3の中心におけるアルミ素線の巻
き半径をrとする。電線に張力が加わつて電線全体が弾
性的に△Lだけ伸長すれば、各鋼素線1は直線状である
から各鋼素線1の伸長量も△Lとなる。
Here, the length of the steel strand 1 until the aluminum strand 3 goes around the steel core 2 once is L, the actual length of the aluminum strand 3 for one rotation is e, and the center of the aluminum strand 3 is Let the winding radius of the aluminum wire be r. If tension is applied to the wire and the entire wire elastically stretches by ΔL, the amount of extension of each steel wire 1 will also be ΔL since each steel wire 1 is straight.

一方アルミ素線3は、その巻き半径rが変化しないと仮
定すれば、第5図の想像線aで示すように伸長する。こ
こでアルミ素線の仮想伸長量を△EOとすれば、アルミ
素線3が鋼心部2の中心線bに対して傾斜していること
により、△EOは△Lよりも小さい値となる。このこと
は幾何学的に容易に証明することが出来るから説明は省
略する。電線伸長時には、実際には鋼素線1の外径が縮
小してアルミ素線3の巻き半径rも縮小するから、アル
ミ素線3の伸長時の状態は第5図の想像線cのようにな
る。
On the other hand, assuming that the winding radius r of the aluminum wire 3 does not change, the aluminum wire 3 will elongate as shown by the imaginary line a in FIG. Here, if the virtual elongation amount of the aluminum wire is △EO, then △EO will be a smaller value than △L because the aluminum wire 3 is inclined with respect to the center line b of the steel core 2. . Since this can be easily proven geometrically, the explanation will be omitted. When the electric wire is stretched, the outer diameter of the steel wire 1 is actually reduced and the winding radius r of the aluminum wire 3 is also reduced, so the state of the aluminum wire 3 when it is stretched is as shown by the imaginary line c in Fig. 5. become.

このときのアルミ素線3の現実の伸長量△eは前記仮想
伸長量△EOよりも小さいことは図から明きらかである
。従つてアルミ素線3の伸長量△eは鋼素線1の伸長量
△Lよりも著しく小さい。さらにアルミ素線3の実長e
は鋼素線1の実長Lに比較して大きく、したがつてアル
ミ素線3の単位長さ当りの伸長量ε2は鋼素線1の単位
長さ当りの伸長量ε1に比較して著しく小さくなる。
It is clear from the figure that the actual elongation amount Δe of the aluminum wire 3 at this time is smaller than the virtual elongation amount ΔEO. Therefore, the amount of elongation Δe of the aluminum wire 3 is significantly smaller than the amount of elongation ΔL of the steel wire 1. Furthermore, the actual length e of the aluminum wire 3
is larger than the actual length L of the steel wire 1, and therefore the elongation amount ε2 per unit length of the aluminum wire 3 is significantly greater than the elongation amount ε1 per unit length of the steel wire 1. becomes smaller.

このように画素線をε1及びε2だけ伸長させるときの
アルミ素線3に作用する応力ρ2および鋼素線1に作用
する応力ρ1は次式で与えられる。なおここでK1は鋼
素線1の縦弾性係数を示し、K2はアルミ素線3の縦弾
性係数を示ρ1−Kl8l ρ2=K262 K2はK1に比較して著しく小さく、かつε2は前述の
ようにε1に比較して著しく小さいから、ρ2はρ,に
比較して著しく小さくなる。
When the pixel line is extended by ε1 and ε2 in this way, the stress ρ2 acting on the aluminum wire 3 and the stress ρ1 acting on the steel wire 1 are given by the following equations. Here, K1 indicates the longitudinal elastic modulus of the steel wire 1, and K2 indicates the longitudinal elastic modulus of the aluminum wire 3. ρ1-Kl8l ρ2=K262 K2 is significantly smaller than K1, and ε2 is as described above. Since ρ2 is significantly smaller than ε1, ρ2 is significantly smaller than ρ.

このようにアルミ素線3が受ける応力は鋼素線が受ける
応力に比較して著しく小さい。これを換言すれば、各ア
ルミ素線3に加わる張力は、各鋼素線1に加わる張力に
比較して著しく小さいことが明きらかである。そしてま
た、2層目以上のアルミ撚線層の各アルミ素線が受ける
張力は更に小さくなることは明きらかである。したがつ
て電線全体として考えてみても、電線に加わる張力はそ
の大部分が鋼心部2の各鋼素線1に作用すると考えられ
る。なお各鋼素線1は直線状であるから各鋼素線1には
均等に張力が作用する。以上の考察は、アルミ素線3が
緊密に鋼心部2に接しており且つアルミ素線3の巻き曲
線が正しいつるまき曲線を描いているものとして考えた
が、現実にはアルミ素線3が完全なつるまき曲線を描く
ことはなく、またアルミ素線3が部分的に鋼心部2から
浮く場合が多い。
As described above, the stress that the aluminum wire 3 receives is significantly smaller than the stress that the steel wire receives. In other words, it is clear that the tension applied to each aluminum wire 3 is significantly smaller than the tension applied to each steel wire 1. Furthermore, it is clear that the tension applied to each aluminum wire in the second and higher aluminum stranded wire layers becomes even smaller. Therefore, considering the electric wire as a whole, most of the tension applied to the electric wire is considered to act on each steel strand 1 of the steel core 2. Note that since each steel wire 1 is straight, tension acts equally on each steel wire 1. The above consideration was based on the assumption that the aluminum wire 3 is in close contact with the steel core 2 and that the winding curve of the aluminum wire 3 is a correct helical curve, but in reality, the aluminum wire 3 does not draw a perfect helical curve, and the aluminum wire 3 often partially lifts from the steel core 2.

これらの要素を考慮すれば、電線に張力を加えた時には
アルミ素線3が伸長する以前に剪断方向の変形を生じて
電線の伸びが或る程度吸収されるから、アルミ素線3が
受ける張力はさらに小さくなる。この極端な場合にはア
ルミ素線自体が全く伸長せずに剪断方向の変形のみをし
、アルミ素線にまつたく張力が作用しないこともあると
考えられる。これに対し鋼素線1は撚合わされていない
から剪断方向の変形はほとんどないと考えられる。又一
方電線伸長時における鋼心部2の外径の縮小が極端な場
合には、鋼心部2とアルミ撚線層4との間に空間が生じ
て張力がアルミ素線3にまつたく作用しないこともある
と考えられる。
Considering these factors, when tension is applied to the wire, deformation occurs in the shearing direction before the aluminum wire 3 stretches, and the elongation of the wire is absorbed to some extent, so the tension applied to the aluminum wire 3 becomes even smaller. In this extreme case, the aluminum wire itself may not elongate at all, but only deforms in the shearing direction, and no tension is applied to the aluminum wire at all. On the other hand, since the steel wires 1 are not twisted together, it is considered that there is almost no deformation in the shear direction. On the other hand, if the outer diameter of the steel core 2 is extremely reduced when the wire is stretched, a space is created between the steel core 2 and the aluminum stranded wire layer 4, and tension acts on the aluminum wire 3. It is possible that they may not.

ここで従来の鋼心アルミ撚線について考えれば、従来の
ものは鋼素線が相互に撚合わされているから、中央の芯
線を除いた他の鋼素線が受ける張力は、本発明の鋼心ア
ルミ撚線のアルミ素線について説明したと同様に、中央
の芯線に比較して著しく小さい。
If we consider the conventional steel core aluminum stranded wire, in the conventional one, the steel wires are twisted together, so the tension applied to the steel wires other than the central core wire is the same as that of the steel core of the present invention. Similar to what was explained about the aluminum wire of the aluminum strand, it is significantly smaller than the central core wire.

したがつてその分だけ外側のアルミ撚線層が受ける張力
が大きくなる。以上説明したように本発明の鋼心アルミ
撚線は、電線架設時の張力をアルミ撚線層がほとんど受
けず、このため電線全体の等価弾性係数や等価線膨張係
数は鋼素線の値にほぼ等しい。
Therefore, the tension applied to the outer aluminum stranded wire layer increases accordingly. As explained above, in the steel core aluminum stranded wire of the present invention, the aluminum stranded wire layer hardly receives the tension when the wire is installed, and therefore the equivalent elastic modulus and equivalent linear expansion coefficient of the entire wire are the same as those of the steel wire. Almost equal.

したがつて本発明の鋼心アルミ撚線を架設した場合には
弛度が小さいのみならず、温度変化による弛度変化や着
氷雪に伴う荷重変化による弛度変化が少ないから、架設
用鉄塔を小型に作ることができ、このため鉄塔建設費用
や鉄塔用地費を従来に比べ大幅に消減することが出来る
利点がある他、鋼心部とアルミ撚線層との間に空隙形成
用の介在物が不要であるから電線自体の製造コストや材
料費も安価であるという利点もある。
Therefore, when the steel-core aluminum stranded wire of the present invention is installed, it not only has a small sag, but also has little sag change due to temperature changes or load changes due to ice and snow accumulation, making it easy to install steel towers. It can be made smaller, which has the advantage of significantly reducing tower construction costs and tower land costs compared to conventional methods. Since there is no need for this, there is also the advantage that the manufacturing cost and material cost of the electric wire itself are low.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の一実施例の鋼心アルミ撚線を示す一部
切断側面図、第2図は第1図の−線断面図、第3図は本
発明の鋼心アルミ撚線に用いる鋼心部の一例を示す断面
図、第4図は上記鋼心部の他の例を示す側面図、第5図
は本発明の鋼心アルミ撚線の作用を説明するための略解
図である。 1・・・・・・鋼素線、2・・・・・・鋼心部、3・・
・・・・アルミ素線、4・・・・・・アルミ撚線層。
FIG. 1 is a partially cutaway side view showing a steel-core aluminum stranded wire according to an embodiment of the present invention, FIG. 2 is a cross-sectional view taken along the line -- in FIG. FIG. 4 is a cross-sectional view showing an example of the steel core used, FIG. 4 is a side view showing another example of the steel core, and FIG. 5 is a schematic diagram for explaining the action of the steel-core aluminum stranded wire of the present invention. be. 1... Steel wire, 2... Steel core, 3...
... Aluminum wire, 4 ... Aluminum twisted wire layer.

Claims (1)

【特許請求の範囲】[Claims] 1 複数本の鋼素線が撚合わされずに直線状に集束され
て鋼心部が形成され、かつその鋼心部の外側に複数本の
アルミ素線を撚合わせてなるアルミ撚線層が設けられて
いることを特徴とする鋼心アルミ撚線。
1 A steel core is formed by converging a plurality of steel wires into a straight line without being twisted together, and an aluminum stranded wire layer made by twisting a plurality of aluminum wires is provided on the outside of the steel core. Steel-core aluminum stranded wire.
JP14100375A 1975-11-25 1975-11-25 Koshin aluminum yorisen Expired JPS5939843B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14100375A JPS5939843B2 (en) 1975-11-25 1975-11-25 Koshin aluminum yorisen

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14100375A JPS5939843B2 (en) 1975-11-25 1975-11-25 Koshin aluminum yorisen

Publications (2)

Publication Number Publication Date
JPS5264678A JPS5264678A (en) 1977-05-28
JPS5939843B2 true JPS5939843B2 (en) 1984-09-26

Family

ID=15281903

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14100375A Expired JPS5939843B2 (en) 1975-11-25 1975-11-25 Koshin aluminum yorisen

Country Status (1)

Country Link
JP (1) JPS5939843B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57151810U (en) * 1981-03-18 1982-09-24

Also Published As

Publication number Publication date
JPS5264678A (en) 1977-05-28

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