Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPS6330721B2 - - Google Patents
[go: Go Back, main page]

JPS6330721B2 - - Google Patents

Info

Publication number
JPS6330721B2
JPS6330721B2 JP876480A JP876480A JPS6330721B2 JP S6330721 B2 JPS6330721 B2 JP S6330721B2 JP 876480 A JP876480 A JP 876480A JP 876480 A JP876480 A JP 876480A JP S6330721 B2 JPS6330721 B2 JP S6330721B2
Authority
JP
Japan
Prior art keywords
aluminum
layer
wire
stranded wire
diameter
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
JP876480A
Other languages
Japanese (ja)
Other versions
JPS56107409A (en
Inventor
Michio Okuno
Toshio Saito
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.)
Furukawa Electric Co Ltd
Original Assignee
Furukawa Electric 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 Furukawa Electric Co Ltd filed Critical Furukawa Electric Co Ltd
Priority to JP876480A priority Critical patent/JPS56107409A/en
Publication of JPS56107409A publication Critical patent/JPS56107409A/en
Publication of JPS6330721B2 publication Critical patent/JPS6330721B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Non-Insulated Conductors (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

〔産業上の利用分野〕 本発明は鋼撚線の外周に所定層数撚合わせた
各々の層におけるアルミ撚線の素線の径dAlと本
数Nとの積を従来の電線より小さくして撚線の撚
ピツチ角を大きくし、鋼心アルミ撚線全体の破断
荷重を大きくした鋼心アルミ撚線(以下ACSRと
略す)に関するものである。 〔従来の技術〕 従来一般に使用されているACSRは鋼撚線の素
線径dstとアルミ撚線層の素線径dAlとが同一の場
合には中心に一条の素線を配し、その外周に6
本、12本、18本、24本………というように6本増
の素線を密に撚合わせたものである。例えば
ACSR240口( 30 7/3.2)がある。又鋼素線の径
dstとアルミ撚線の径dAlが異なる場合には鋼心の
外径Dstとその外周に撚合わせたアルミ素線の径
dAlとの間にπ(Dst+dAl)/dAlを越えない最大本
数のアルミ素線を撚合せ、次層からは前層の6本
増の本数の素線を密に撚合わせたものである。例
えばACSR810口/( 45/4.8 7/3.2)、ACSR860口(
54/4.5 19/2.7)がある。 〔発明が解決しようとする問題点〕 これらのACSRは鋼撚線によりアルミ撚線層の
強度不足を補うために用いられているが、アルミ
撚線の破断伸びが鋼撚線のそれよりはるかに小さ
く、従つてこれらを組合わせたACSRを引張つて
みると、鋼撚線が伸びて充分な張力分担をする前
にアルミ撚線層がアルミ素線の伸び不足のため破
断するから、構成素線の総和よりはるかに小さい
荷重で破断する。特に、鋼撚線が19本撚、37本撚
と多本数になるほど、また、アルミ素線が伸びの
小さい合金線であるほど、この現象が顕著に現れ
る。これは従来のアルミ素線の撚りピツチ角が
0.25ラジヤン以下であり撚りのスプリング効果に
よるアルミ撚線層の破断伸びの増加が充分でない
ためであると判断される。 上記の内容を図および式を用いて詳述する。 第1図は、例えば第3層目に撚り合わされた外
径dAlのアルミ素線aの形状とその形状を決定す
る層心径Dおよび撚ピツチ角αの関係を示したも
のであり、第3層目には同様のアルミ素線aがN
本撚り合わされている。ここで、層心径DとはN
本のアルミ素線aの中心を結ぶ円の直径を意味
し、撚ピツチ角αとはアルミ素線aがACSRの軸
心とのなす角度を意味する。このACSRを軸心と
直角に切断した面におけるアルミ素線aの形状
は、第2図に示す如く、長径dAl/cosα、短径dAl
の楕円形である。これらがN個、直径Dの円周上
に並ぶことになり、次式の条件を満足しなければ
ならない。 N・dAl/cosα≦πD (1) ここで等号が成り立つのは全く隙間のない場合
であり、通常は若干の素線間の隙間が存在し不等
号が成立する。従来のACSRはN・dAl/Dが3
のものがほとんどであり、撚ピツチ角αは0.3以
下、通常0.17〜0.25ラジアンの範囲になつてい
る。 この撚ピツチ角は、スプリング効果を期待する
には小さすぎる値であり、鋼撚線が伸びて充分な
張力分担をする前にアルミ撚線が破断するという
現象が生じていた。 〔問題点を解決するための手段〕 本発明はこれに鑑み各々のアルミ撚線層のアル
ミ素線の径と本数の積を従来の電線より小さくし
てアルミ撚線の撚ピツチ角を大きくしてACSR全
体の破断荷重を増大させたもので、即ち各々のア
ルミ撚線層のアルミ素線の径dAlとその本数Nと
の績NdAlをそのアルミ撚線層の層心径Dの2.55〜
2.95倍とし、かつアルミ素線の撚ピツチ角を0.3
〜0.5ラジヤンとしたものである。 〔作用〕 本発明においてアルミ素線の径dAlとその本数
Nとの積N・dAlをそのアルミ撚線層の層心径D
の2.55〜2.95倍としたのは、2.95倍よりも大きい
と、従来のACSRと同様にアルミ素線の撚ピツチ
角を0.3以上にすることが出来ずスプリング効果
が期待できないためであり、2.55倍よりも小さい
と、アルミ撚線層の断面積が小さくなりすぎて
ACSRの破断荷重が低下すると共に電流容量の低
下も招くからである。 また、アルミ素線の撚ピツチ角を0.3〜0.5ラジ
ヤンとしたのは、0.3ラジヤンよりも小さいと撚
りのスプリング効果によるアルミ撚線層の破断伸
びの増加が充分でないためであり、0.5ラジヤン
より大きいとアルミ撚線層の破断伸びが大きくな
りすぎ、鋼撚線が先に破断してACSRの破断荷重
が低下するからである。 次に本発明の実施例について説明する。 実施例 1 3.2mmφの鋼線を7本撚り合わせた鋼心のまわ
りに、直径3.2mmφのアルミ線を内層として12本、
外層として18本撚合わせたACSR240口( 30 7
3.2)を基準として、これから内外層のアルミ線
をそれぞれ1〜3本減じてNdAl/Dと撚ピツチ
角αを変化させた種々のACSRを作製し引張試験
を行つた。その結果を第1表に示す。アルミ各層
から1本宛少なくして、NdAl/Dと撚ピツチ角
αを本発明の請求範囲内にしたACSR225口(
28 7/3.2)No.1〜No.3は、アルミ素線が2本少な
いが、撚ピツチ角がα=0.23ラジヤンと小さい従
来例(No.8)よりも破断荷重及び破断伸びが大き
くなつている。それに対して、撚ピツチ角αが
0.3ラジヤンより小さいNo.4とNo.5は破断荷重と
破断伸びが小さい。また、アルミ各層から2本づ
つアルミ線を抜いて撚ピツチ角αを0.53ラジヤン
とした比較例No.6は、破断伸びは大きいが破断荷
重が低下している。アルミ内層から2本、アルミ
外層から3本素線数を減じたNo.7は撚ピツチ角は
0.42ラジヤンと範囲内に入つているが、NdAl/D
が2.5とアルミ撚線層の断面積が小さくなりすぎ
て破断荷重が低下している。
[Industrial Application Field] The present invention has a predetermined number of layers twisted around the outer periphery of stranded steel wires, and the product of the diameter dAl of the aluminum strands and the number N of the strands in each layer is made smaller than that of conventional electric wires. This invention relates to a steel-core aluminum stranded wire (hereinafter abbreviated as ACSR) in which the twist pitch angle of the stranded wire is increased and the breaking load of the entire steel-core aluminum stranded wire is increased. [Prior art] In ACSR, which has been commonly used in the past, when the strand diameter d st of the steel stranded wire and the strand diameter d Al of the aluminum stranded wire layer are the same, a single strand is placed in the center, 6 on its outer circumference
It is made by tightly twisting 6 more strands of wire, such as 12, 18, 24, etc. for example
There is ACSR240 mouth ( 307 / 3.2 ). Also, the diameter of the steel wire
If d st and the diameter of the aluminum stranded wire d Al are different, the outer diameter of the steel core D st and the diameter of the aluminum wire twisted around the outer circumference.
The maximum number of aluminum strands not exceeding π (D st + d Al )/d Al was twisted between the d Al and the next layer, 6 more strands than the previous layer were tightly twisted. It is something. For example, ACSR810/( 45/4.8 7/3.2 ), ACSR860 (
54/4.5 19/2.7 ). [Problems to be solved by the invention] These ACSRs are used to compensate for the lack of strength of the aluminum stranded wire layer with steel stranded wire, but the elongation at break of the aluminum stranded wire is far greater than that of the steel stranded wire. Therefore, when an ACSR made of a combination of these is pulled, the aluminum strand layer breaks due to insufficient elongation of the aluminum strands before the steel strands stretch and share the sufficient tension. rupture at a load much smaller than the sum of the In particular, this phenomenon becomes more pronounced as the number of twisted steel wires increases, such as 19 twists and 37 twists, and as the aluminum wire becomes an alloy wire with less elongation. This is because the twist pitch angle of conventional aluminum wire is
It is determined that this is because the elongation at break of the aluminum stranded wire layer is not sufficiently increased due to the spring effect of twisting, which is less than 0.25 radians. The above content will be explained in detail using figures and formulas. Figure 1 shows the relationship between the shape of aluminum wires a with outer diameter d Al twisted together in the third layer, for example, and the layer core diameter D and twist pitch angle α that determine the shape. In the third layer, a similar aluminum wire a is N
It is twisted together. Here, the layer core diameter D is N
It means the diameter of the circle connecting the centers of the aluminum strands a, and the twist pitch angle α means the angle that the aluminum strands a make with the axis of the ACSR. The shape of the aluminum wire a on a plane cut at right angles to the axis of this ACSR is as shown in Figure 2, with a major axis d Al /cosα and a minor axis d Al
It is oval in shape. N pieces of these are arranged on the circumference of a diameter D, and the following condition must be satisfied. N·d Al /cos α≦πD (1) Here, the equality sign holds only when there is no gap at all, and normally there is some gap between the strands, and the inequality sign holds. Conventional ACSR has N・d Al /D of 3
Most of them have a twist pitch angle α of 0.3 or less, usually in the range of 0.17 to 0.25 radian. This twist pitch angle is too small to expect a spring effect, and a phenomenon has occurred in which the aluminum strands break before the steel strands stretch and share sufficient tension. [Means for solving the problem] In view of this, the present invention makes the product of the diameter and the number of aluminum wires in each aluminum stranded wire layer smaller than that of conventional electric wires, and increases the twist pitch angle of the aluminum stranded wires. The breaking load of the entire ACSR is increased by increasing the breaking load of the entire ACSR, that is, the result of the diameter d Al of the aluminum wire of each stranded aluminum wire layer and the number N of the aluminum strands Nd Al is 2.55 of the core diameter D of the aluminum stranded wire layer. ~
2.95 times, and the twist pitch angle of the aluminum wire is 0.3.
~0.5 radian. [Function] In the present invention, the product N・d Al of the diameter d Al of the aluminum wire and the number N thereof is expressed as the core diameter D of the aluminum stranded wire layer.
The reason why it is set to 2.55 to 2.95 times is because if it is larger than 2.95 times, the twist angle of the aluminum wire cannot be made more than 0.3 as in conventional ACSR, and the spring effect cannot be expected. If it is smaller than , the cross-sectional area of the aluminum stranded wire layer will be too small.
This is because the ACSR's breaking load decreases and its current capacity also decreases. In addition, the twist pitch angle of the aluminum wire is set to 0.3 to 0.5 radian because if it is smaller than 0.3 radian, the elongation at break of the aluminum stranded wire layer will not increase enough due to the spring effect of twisting, and if it is smaller than 0.5 radian, This is because the elongation at break of the aluminum stranded wire layer becomes too large, and the steel strands break first, reducing the breaking load of ACSR. Next, examples of the present invention will be described. Example 1 12 aluminum wires with a diameter of 3.2 mmφ were placed as an inner layer around a steel core made by twisting seven steel wires with a diameter of 3.2 mmφ.
ACSR240 ( 30 7 /
Based on 3.2), various ACSRs were fabricated by reducing the number of aluminum wires in the inner and outer layers by 1 to 3, and varying the NdAl /D and twist pitch angle α, and tensile tests were conducted. The results are shown in Table 1. ACSR225 (with NdAl /D and twist pitch angle α within the claimed range of the present invention by reducing the number of wires by one from each aluminum layer)
28 7 /3.2) No. 1 to No. 3 have two fewer aluminum wires, but the breaking load and breaking elongation are larger than the conventional example (No. 8) with a small twist pitch angle of α = 0.23 radians. ing. On the other hand, the twist pitch angle α is
No. 4 and No. 5, which are smaller than 0.3 radian, have small breaking load and breaking elongation. In addition, in Comparative Example No. 6, in which two aluminum wires were removed from each aluminum layer and the twist pitch angle α was set to 0.53 radians, the elongation at break was large, but the breaking load was reduced. No. 7, which has two wires from the inner aluminum layer and three wires from the outer aluminum layer, has a twist pitch angle of
Although it is within the range of 0.42 radians, Nd Al /D
is 2.5, which means that the cross-sectional area of the aluminum stranded wire layer is too small and the breaking load is low.

【表】【table】

【表】 実施例 2 鋼撚線が37/3.43で、この外周に撚合わせたア
ルミ撚線層は72/4.8でアルミ撚線の撚ピツチ角は
0.24ラジヤンである通常の撚線構造のACSR1300
口( 72/4.8 37/3.48)(アルミ内層18本、中間層24本、

層30本、計72本)に対して、アルミ撚線層の各層
よりアルミ素線を1〜5本抜いたACSRを作製し
引張試験に供した。各ACSRの撚構造と引張試験
の結果を第2表に示す。 アルミ内層から1本、中間層と外層から2本づ
つアルミ線を抜いたNo.1とアルミ内層から2本、
中間層から3本、外層から4本のアルミ線を抜い
たNo.2およびNo.3のACSRは、撚ピツチ角αが
0.32〜0.50ラジヤンであり、従来構造のNo.1の
ACSRよりもアルミ撚線層の断面積が小さいにも
かかわらず破断荷重が増加している。 それに対して、撚ピツチ角αが0.55ラジヤンの
No.4はスプリング効果が大きくなりすぎて破断荷
重の低下を招いている。また、アルミ内層から3
本、中間層から4本、外層から5本減らした
ACSR1090口(No.5)はNdAl/Dが小さくアルミ
撚線層の断面積が減りすぎてACSRの破断荷重が
小さくなつている。またアルミ各層から1本づつ
アルミ線を抜いただけで比較的アルミ撚線層の断
面積が大きいNo.6は、撚ピツチ角αが0.27ラジヤ
ンで十分なスプリング効果が発揮できず、鋼心へ
の荷重分担が不充分なために破断荷重が小さい。
[Table] Example 2 The steel stranded wire is 37/3.43, the aluminum stranded wire layer twisted around the outer circumference is 72/4.8, and the twist pitch angle of the aluminum stranded wire is 72/4.8.
ACSR1300 in normal stranded wire structure with 0.24 radians
Mouth ( 72/4.8 37/3.48 ) (18 aluminum inner layer, 24 middle layer,
ACSR was prepared by removing 1 to 5 aluminum wires from each layer of the aluminum twisted wire layer (30 wires in the outer layer, 72 wires in total) and subjected to a tensile test. Table 2 shows the twisted structure of each ACSR and the results of the tensile test. No. 1 aluminum wire was pulled out, one from the inner aluminum layer, two from the middle layer and the outer layer, and two from the inner aluminum layer.
For No. 2 and No. 3 ACSR with three aluminum wires removed from the middle layer and four aluminum wires from the outer layer, the twist pitch angle α is
It is 0.32 to 0.50 radian, which is the No.1 of conventional structure.
Even though the cross-sectional area of the aluminum stranded wire layer is smaller than that of ACSR, the breaking load is increased. On the other hand, when the twist pitch angle α is 0.55 radians,
In No. 4, the spring effect was too large, leading to a decrease in the breaking load. Also, from the aluminum inner layer, 3
Reduced books by 4 from the middle layer and 5 from the outer layer.
ACSR1090 (No. 5) has a small NdAl /D and the cross-sectional area of the aluminum stranded wire layer is too small, resulting in a small ACSR breaking load. In addition, in No. 6, which has a relatively large cross-sectional area of the aluminum stranded wire layer because one aluminum wire is pulled out from each aluminum layer, the twist pitch angle α is 0.27 radians, and a sufficient spring effect cannot be exerted, and the Breaking load is small due to insufficient load sharing.

【表】【table】

〔効果〕〔effect〕

以上説明したように本発明によればアルミ素線
の径dAlと撚合わす素線数Nとの積をアルミ撚線
層の径Dの2.55〜2.95倍としてアルミ素線の撚ピ
ツチ角を0.3〜0.5ラジヤンとしたものでACSR全
体の破断荷重がアルミ素線の数が減少しても大き
くすることができ長径間の架空送電線や架空地線
への使用に好適である。
As explained above, according to the present invention, the product of the diameter d Al of the aluminum wire and the number N of wires to be twisted is set to 2.55 to 2.95 times the diameter D of the aluminum twisted wire layer, and the twist pitch angle of the aluminum wire is set to 0.3. With ~0.5 radian, the breaking load of the entire ACSR can be increased even if the number of aluminum wires is reduced, making it suitable for use in long span overhead power transmission lines and overhead ground wires.

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

第1図はアルミ素線の撚形状を表わす説明図、
第2図は、撚ピツチ角αで撚られたアルミ線の
ACSRの軸心に直角に切断した時の断面形状を表
わす説明図である。 a……アルミ素線、D……層心径、α……撚ピ
ツチ角、dAl……素線径。
Figure 1 is an explanatory diagram showing the twisted shape of aluminum wire,
Figure 2 shows aluminum wire twisted at twist pitch angle α.
FIG. 3 is an explanatory diagram showing a cross-sectional shape when cut at right angles to the axis of ACSR. a... Aluminum wire, D... Layer core diameter, α... Twisting pitch angle, d Al ... Wire diameter.

Claims (1)

【特許請求の範囲】[Claims] 1 鋼撚線の外周に所望数のアルミ撚線層を設け
た鋼心アルミ撚線において、各々のアルミ撚線層
を構成したその層のアルミ素線の径dAl、本数を
Nとした場合NdAlをそのアルミ撚線層の層心径
Dの2.55〜2.95倍とし、かつアルミ素線の撚ピツ
チ角を0.3〜0.5ラジヤンとしたことを特徴とする
鋼心アルミ撚線。
1 In a steel-core aluminum stranded wire in which a desired number of aluminum stranded wire layers are provided around the outer periphery of the steel stranded wire, the diameter d Al of the aluminum strands of the layer constituting each aluminum stranded wire layer and the number of wires are N. A steel-core aluminum stranded wire, characterized in that Nd Al is 2.55 to 2.95 times the core diameter D of the aluminum stranded wire layer, and the twist pitch angle of the aluminum wire is 0.3 to 0.5 radian.
JP876480A 1980-01-30 1980-01-30 Steel core aluminum twisted wire Granted JPS56107409A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP876480A JPS56107409A (en) 1980-01-30 1980-01-30 Steel core aluminum twisted wire

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP876480A JPS56107409A (en) 1980-01-30 1980-01-30 Steel core aluminum twisted wire

Publications (2)

Publication Number Publication Date
JPS56107409A JPS56107409A (en) 1981-08-26
JPS6330721B2 true JPS6330721B2 (en) 1988-06-20

Family

ID=11701976

Family Applications (1)

Application Number Title Priority Date Filing Date
JP876480A Granted JPS56107409A (en) 1980-01-30 1980-01-30 Steel core aluminum twisted wire

Country Status (1)

Country Link
JP (1) JPS56107409A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2665594T3 (en) 2013-01-04 2018-04-26 Nitto Denko Corporation Highly fluorescent and photostable chromophores for wavelength conversion

Also Published As

Publication number Publication date
JPS56107409A (en) 1981-08-26

Similar Documents

Publication Publication Date Title
JPH0351359Y2 (en)
JPH04138616A (en) Wire conductor for harness
US4809492A (en) Torsionally balanced wire rope or cable
JPS59168198A (en) Metal cable for reinforcing elastic product
US2321021A (en) Composite electrical conductor
JPS6330721B2 (en)
US2281036A (en) Rope structure
JPH097426A (en) Cable for elevator
JPS6366959B2 (en)
JPH01104888A (en) Wire rope
JP2001043740A (en) Overhead transmission line
JPH05186975A (en) Steel cord for tire
JP2727737B2 (en) Flat cable
JPH10326525A (en) Transfer cable
JPS6331444Y2 (en)
CN212656034U (en) Special steel wire rope for anti-bending anchor cable
JPH04343777A (en) Wire rope comprising double twisted wires and production thereof
CN220284467U (en) High tensile stainless steel wire rope
JPS6010021Y2 (en) Low twist cable
JPH0239293Y2 (en)
JPS6039931Y2 (en) composite cable
SU819820A1 (en) Steel aluminium wire
JPS6366958B2 (en)
JPH0465587A (en) Wire rope
JPS5832441Y2 (en) Shindo Yokushigatata Soyorisen