JPH0444486B2 - - Google Patents

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Publication number
JPH0444486B2
JPH0444486B2 JP10289288A JP10289288A JPH0444486B2 JP H0444486 B2 JPH0444486 B2 JP H0444486B2 JP 10289288 A JP10289288 A JP 10289288A JP 10289288 A JP10289288 A JP 10289288A JP H0444486 B2 JPH0444486 B2 JP H0444486B2
Authority
JP
Japan
Prior art keywords
wire
angle
tension
wheel
measuring
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 - Lifetime
Application number
JP10289288A
Other languages
Japanese (ja)
Other versions
JPH01278212A (en
Inventor
Teruo Ogawa
Eikichi Yogo
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.)
Yasuda Seisakusho Co Ltd
Original Assignee
Yasuda Seisakusho 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 Yasuda Seisakusho Co Ltd filed Critical Yasuda Seisakusho Co Ltd
Priority to JP63102892A priority Critical patent/JPH01278212A/en
Publication of JPH01278212A publication Critical patent/JPH01278212A/en
Publication of JPH0444486B2 publication Critical patent/JPH0444486B2/ja
Granted legal-status Critical Current

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  • Force Measurement Appropriate To Specific Purposes (AREA)
  • Electric Cable Installation (AREA)

Description

【発明の詳細な説明】 〈発明の利用分野〉 この発明は、延線用金車及びそれを用いた延線
張力測定方法に関する。
DETAILED DESCRIPTION OF THE INVENTION <Field of Application of the Invention> The present invention relates to a wire drawing wheel and a wire drawing tension measuring method using the same.

〈従来の技術〉 従来の延線張力測定方法としては、エンジン場
に設置された延線ウインチあるいはドラム場に設
置された延線装置自体に延線張力検出手段を設
け、この延線張力検出手段にて延線張力をエンジ
ン場延線張力乃至ドラム場延線張力として測定す
るもの、あるいは各鉄塔ごとに抱角張力計付きの
延線用金車を設け、この抱角張力計にて延線張力
を中間延線張力つまり各鉄塔ごとの延線用金車に
おい生じている延線張力として測定するもの等が
知られている。
<Prior art> As a conventional method for measuring wire drawing tension, a wire drawing tension detecting means is provided in a wire drawing winch installed at an engine station or a wire drawing device itself installed at a drum station. The wire tension is measured as the engine field tension or the drum field tension at the engine field, or a wire rolling wheel with an angle tension meter is installed for each tower, and the wire tension is measured using this angle tension meter. A method is known in which the tension is measured as the intermediate wire drawing tension, that is, the wire drawing tension generated in the wire rolling wheel of each steel tower.

〈発明が解決しようとする課題〉 ところで、エンジン場延線張力乃至ドラム場延
線張力と中間延線張力とは、金車抵抗やプロテク
タの金車通過に伴う抵抗等により、異なるもので
ある。そのため、エンジン場延線張力乃至ドラム
場延線張力だけでなく中間延線張力についても正
確な把握が必要になる。しかるに、エンジン場延
線張力乃至ドラム場延線張力の測定は比較的容易
であり正確な値を得られるが、中間延線張力につ
いては実用的なデータをほとんど得られなかつ
た。すなわち、前記抱角張力計は、ある程度中間
延線張力を測定することができるものの、金車抵
抗(電線の通過に対する金車の抵抗)あるいはプ
ロテクタ通過抵抗などによつて実際に生じている
はずの延線用金車入口及び出口での延線張力の差
異を無視した構成となつており、かなり大まかな
張力検出を行なえるだけであり、しかもプロテク
タの通過により大きく変化している中間延線張力
の測定にはほとんど役立たないのもので、中間延
線張力の正確な把握という点では未だ不十分なも
のであつた。
<Problems to be Solved by the Invention> Incidentally, the wire tension at the engine field or the wire tension at the drum field and the intermediate wire tension are different due to the metal wheel resistance, the resistance caused by the protector passing through the metal wheel, and the like. Therefore, it is necessary to accurately grasp not only the wire tension at the engine field and the wire tension at the drum field, but also the intermediate wire tension. However, although it is relatively easy to measure the wire tension at the engine field or the wire tension at the drum field and accurate values can be obtained, almost no practical data have been obtained regarding the intermediate wire tension. In other words, although the above-mentioned angle-closing tension meter can measure the intermediate wire tension to some extent, it is difficult to measure the tension that is actually caused by the wheel resistance (resistance of the metal wheel against the passage of the wire) or the resistance of the wire passing through the protector. The structure ignores the difference in wire tension at the entrance and exit of the wire rolling wheel, and can only perform a very rough detection of the tension.Moreover, the intermediate wire tension changes significantly as the wire passes through the protector. It was of little use in measuring the tension of the wire, and was still insufficient in terms of accurately grasping the intermediate drawing tension.

そこで、この発明では、各鉄塔に設けた延線用
金車における中間延線張力をより正確に測定し得
る延線張力測定方法及びそれに用いる延線金車を
提供せんとするものである。
Therefore, the present invention aims to provide a wire drawing tension measuring method that can more accurately measure the intermediate wire drawing tension on a wire drawing wheel provided on each steel tower, and a wire drawing wheel used therein.

〈課題を解決するための手段〉 具体的には、電線の通過に伴う振角Ψ計測用の
第1角度計、出口側において電線と金車面に含ま
れる水平線とがなす角である曲げ角Θm2導出用
の角σ計測用の第2角度計、及び電線に生じてい
る水平角に伴なつて生じる金車面におけるぶれ角
ζ計測用の第3角度計を備えてなる延線用金車を
提供すると共に、この延線用金車を介して得られ
る数値情報と該当鉄塔間の径間距離Sと、該当鉄
塔間の高低差hと、及び該当鉄塔両間における電
線単位長重量Qとより、延線用金車の出口側いお
いて電線にかかつている出口側張力T2を求めて
なる延線張力測定方法を提供し、さらには、この
ようにして予め得られる出口側張力T2及び延線
用金車の吊下げに対し介在せしめられた張力検出
手段より得られる張力Fwを用いることにより延
線用金車の入口側張力T1をも求めてなる延線張
力測定方法を提供するものである。
<Means for solving the problem> Specifically, a first angle meter for measuring the swing angle Ψ as the electric wire passes, and a bending angle that is the angle between the electric wire and the horizontal line included in the metal wheel surface on the exit side. Wire extension wire comprising a second angle meter for measuring the angle σ for deriving Θm 2 , and a third angle meter for measuring the deflection angle ζ on the wire wheel surface that occurs due to the horizontal angle occurring in the wire. In addition to providing the vehicle, we also provide numerical information obtained through this wire extension wheel, the span distance S between the applicable steel towers, the height difference h between the applicable steel towers, and the unit length weight Q of electric wire between the applicable steel towers. Therefore, we provide a method for measuring wire drawing tension by determining the outlet side tension T 2 applied to the wire at the outlet side of the wire rolling wheel, and furthermore, A wire drawing tension measurement method in which the tension T 1 on the entrance side of the wire drawing wheel is also determined by using the tension Fw obtained from T 2 and the tension detection means interposed in the suspension of the wire drawing wheel. It provides:

〈作用〉 すなわち、このような構成を持つた延線用金車
にて、振角Ψ、曲げ角Θm2導出用の角σ及びぶ
れ角ζを測定し、これらに予め知ることのできる
上記の如き諸数値を組み合わせることにより、金
車抵抗あるいはプロテクタ通過抵抗などにより常
に変化しながら生じている中間延線張力、特にプ
ロテクタ通過に伴い大きく変化する中間延線張力
を略実際の値に近い値で把握できるものである。
<Operation> That is, with a wire rolling wheel having such a configuration, the deflection angle Ψ, the angle σ for deriving the bending angle Θm 2 , and the deflection angle ζ are measured, and the above-mentioned values that can be known in advance are added to these. By combining these numerical values, the intermediate wire tension, which is constantly changing due to wheel resistance or protector passage resistance, and especially the intermediate wire tension, which changes greatly as it passes through the protector, can be calculated at a value close to the actual value. It is something that can be grasped.

〈実施例〉 以下、この発明の実施例を第1図〜第13図を
参照して説明する。
<Example> Hereinafter, an example of the present invention will be described with reference to FIGS. 1 to 13.

先ず、図中の符号等について簡単に説明する
と、第4図及び第5図中、線分x及び線分yはそ
れぞれ鉛直面内に含まれる鉛直線、線分zは金車
面(延線用金車1が含まれる面つまり延線用金車
1の縦方向中心線svと横方向中心線scとを含む面
乃至はそれに平行な面)内に含まれる水平線であ
る。また、第6図及び第7図中、面klmn及び面
oqrtは水平面、面kmro及び面lntqは鉛直面、そ
して面pugiは金車面である(張力が働いている面
でもあるから張力面でもある)。
First, to briefly explain the symbols etc. in the figures, in Figs. 4 and 5, line segments x and y are vertical lines included in the vertical plane, respectively, and line z is a metal wheel surface (extended line). This is a horizontal line included in a plane including the wire drawing wheel 1, that is, a plane including the vertical center line sv and the horizontal center line sc of the wire drawing wheel 1, or a plane parallel thereto. Also, in Figures 6 and 7, plane klmn and plane
oqrt is a horizontal plane, plane kmro and plane lntq are vertical planes, and plane pugi is a metal wheel plane (it is also a tension plane because it is the plane on which tension is acting).

この延線張力測定方法の用いられる延線用金車
1は、第1、第2及び第3の各角度計2,3,4
を備えている。第1及び第3の両角度計2,4
は、いずれも重錘式で、第1角度計2は、重錘5
とポテンシヨンメータ6とを備え、電線7の通過
に伴つて生じる矢示M方向における振角Ψ(第4
図)を計測するためのものであり、また第3角度
計4は、重錘8とポテンシヨンメータ9とを備
え、電線7に生じている水平角に伴つて金車面内
で生じる矢示N方向におけるぶれ角ζ(第4図)
を計測するためのものであり、そして第2角度計
3は、受感部としてのポテンシヨンメータ11及
びこのポテンシヨンメータ11に接続され先端の
当接コマ12にて常に電線7へ当接せしめられる
アーム部13(第3図)よりなるもので、金車面
内において水平線zと電線7とがなす角である延
線用金車1出口側の曲げ角Θm2を後述する式に
より導出するための角σ(第5図)を計測するた
めのものである。尚、図中14は、延線用金車1
全体の重心を車輪15の回転中心に一致させるた
めのバランスウエイトである。このように、重心
を車輪15に回転中心に一致させることは、後述
する吊コード16と延線用金車1との振れを一致
させ振角Ψの検出を容易化させることができると
いう利点がある。
The wire drawing wheel 1 used in this wire drawing tension measuring method includes first, second and third angle meters 2, 3, 4.
It is equipped with Both the first and third goniometers 2, 4
are both weight type, and the first goniometer 2 is a weight type.
and a potentiometer 6, the swing angle Ψ (fourth
The third angle meter 4 is equipped with a weight 8 and a potentiometer 9, and measures an arrow generated within the plane of the metal wheel due to the horizontal angle generated in the electric wire 7. Shake angle ζ in N direction (Fig. 4)
The second angle meter 3 is connected to a potentiometer 11 as a sensing part and is always brought into contact with the electric wire 7 with an abutment piece 12 at the tip. The bending angle Θm 2 on the exit side of the wire rolling wheel 1, which is the angle formed by the horizontal line z and the electric wire 7 in the surface of the wire wheel, is derived from the formula described later. This is for measuring the angle σ (Fig. 5). In addition, 14 in the figure is the metal wheel 1 for wire extension.
This is a balance weight for aligning the entire center of gravity with the rotation center of the wheel 15. In this way, aligning the center of gravity with the center of rotation of the wheel 15 has the advantage that the deflection of the hanging cord 16 and the wire rolling wheel 1, which will be described later, can be matched and the detection of the deflection angle Ψ can be facilitated. be.

この延線用金車1は、張力検出手段17を介在
せしめた吊コード16にて各鉄塔Pに吊り下げら
れるもので、延線用金車1が備える第1、第2及
び第3の各角度計2,3,4より振角Ψ、角σ及
びぶれ角ζを、また張力検出手段17より張力
Fw(電線7に働く延線張力T1,T2の合力Fと延
線用金車1の自重Wとの合力である)を延線状況
に応じた変数として得ている。
This wire rolling wheel 1 is suspended from each steel tower P by a hanging cord 16 with a tension detection means 17 interposed therebetween. The angle meters 2, 3, and 4 measure the deflection angle Ψ, the angle σ, and the deflection angle ζ, and the tension detection means 17 measures the tension.
Fw (which is the resultant force F of the wire drawing tensions T 1 and T 2 acting on the wire 7 and the dead weight W of the wire rolling wheel 1) is obtained as a variable depending on the wire drawing situation.

そして、これらの数値と、第9図中に示される
ような、予め知ることのできる定数としての鉄塔
P2,P3間お径間距離S2、鉄塔P2,P3間の高低差
h2及び鉄塔P2,P3間における電線単位長重量Q2
とを用い延線用金車1における入口側張力T1
び出口側張力T2を中間延線張力、つまり延線区
間中の各鉄塔において生じている延線張力として
求めている。
These numbers and the steel tower as a constant that can be known in advance as shown in Figure 9.
Span distance S 2 between P 2 and P 3 , height difference between steel towers P 2 and P 3
h 2 and electric wire unit length weight Q 2 between towers P 2 and P 3
Using these, the inlet side tension T 1 and the outlet side tension T 2 in the wire rolling wheel 1 are determined as the intermediate line drawing tension, that is, the line drawing tension occurring in each steel tower in the line drawing section.

以下、その求め方について説明する。 The method for determining this will be explained below.

角σより曲げ角Θm2の導出 第4図の状態における車輪15周辺における幾
何学的関係を概略的に示す第5図において、曲げ
角Θm2は、 Θm2=π−α−σ−Ψ として得られる。
Derivation of bending angle Θm 2 from angle σ In FIG. 5, which schematically shows the geometrical relationship around the wheel 15 in the state shown in FIG. 4, bending angle Θm 2 is calculated as Θm 2 =π−α−σ−Ψ. can get.

ここで、当接コマ12の中心より電線7に平行
に引かれた線分に対し直交するように車輪15の
中心より引かれた線分がアーム部13となす角で
ある角αは、アーム部13の長さ、車輪15の溝
底半径、当接コマ12の半径、及び電線7の直径
より予め求められる定数である。
Here, the angle α, which is the angle between the arm portion 13 and a line segment drawn from the center of the wheel 15 orthogonally to the line segment drawn parallel to the electric wire 7 from the center of the contact piece 12, is This is a constant determined in advance from the length of the portion 13, the groove bottom radius of the wheel 15, the radius of the contact piece 12, and the diameter of the electric wire 7.

尚、この例では、σを延線用金車1の縦方向中
心線svとアーム部13とが下方でなす角としてい
るが、その逆つまりα+Θm2+Ψに当たる角を
σとしてもよい。その場合には、 Θm2=σ−α−Ψとなる。
In this example, σ is the angle formed by the vertical center line sv of the wire drawing wheel 1 and the arm portion 13 below, but σ may be the opposite, that is, the angle corresponding to α+Θm 2 +Ψ. In that case, Θm 2 =σ−α−Ψ.

曲げ角Θm2よりカテナリ曲線Θ2の導出 この曲げ角Θm2より、出口側張力T2の算出に
必要なカテナリ角Θ2(鉛直面内における水平線と
電線7とがなす角)を求めるには、第4図に示す
如き状態となつている延線用金車1の吊り点の周
囲の力の関係を示す第6図及びその一部を示す第
7図を考える。この第6図及び第7図における△
pab及び△abcより、カテナリ角Θ2は、 として与えられる。尚、ATNは、アークタンジ
エントを意味する。
Deriving the catenary curve Θ 2 from the bending angle Θm 2 To find the catenary angle Θ 2 (the angle between the horizontal line and the electric wire 7 in the vertical plane) necessary for calculating the outlet side tension T 2 from this bending angle Θm 2 Consider FIG. 6, which shows the relationship of forces around the hanging point of the wire rolling wheel 1 in the state shown in FIG. 4, and FIG. 7, which shows a part of it. △ in this figure 6 and figure 7
From pab and △abc, the catenary angle Θ 2 is given as. Note that ATN means arctangent.

出口側張力T2の算出 また、第8図の状態に関する一般索理論式とし
て以下の式が与えられている。
Calculation of outlet side tension T 2 Furthermore, the following formula is given as a general rope theory formula regarding the state shown in FIG.

C=H/Q Lo=2Csinh(S/2C) A=Csinh(h/Lo)−S/2 Θ=ATN sinh(A/C) ここで、C;パラメータ、H;張力Tの水平分
力、Lo;hが零なるときの索(電線)長、A;
最低点よりP点までの距離、Θ;カテナリ角。
C=H/Q Lo=2Csinh(S/2C) A=Csinh(h/Lo)−S/2 Θ=ATN sinh(A/C) Where, C: Parameter, H: Horizontal component of tension T, Lo: Cable (wire) length when h becomes zero, A;
Distance from the lowest point to point P, Θ: catenary angle.

そこで、この一般索理論式を第9図の状態に、
Q=Q2,S=S2,h=h2として当てはめると共
にH=H2と仮定し、(a)により求まつているΘ2
もとにΘ2−Θ=0となるH2をトライアンドエラ
ー法により求め、このH2より第6図で明らかな、 T2=H2/cosΘ2 としてT2を求める。
Therefore, this general search formula is changed to the state shown in Figure 9,
Applying Q=Q 2 , S=S 2 , h=h 2 and assuming H=H 2 , based on Θ 2 found in (a), find H 2 such that Θ 2 −Θ=0. It is determined by the trial and error method, and T 2 is determined from this H 2 as T 2 =H 2 /cosΘ 2 , which is clear in FIG.

入口側張力T1の算出 第6図及び第10図における△pde及び△def
より、 が与えられる。
Calculation of inlet side tension T 1 △pde and △def in Figures 6 and 10
Than, is given.

ここで、第6図及び第11図における△fgh、
△pgi及び△pefより、 Θn1=ATN〔FcosΨ+T2sinΘn2/Hn1〕 また、T1の張力面内における水平分力として
のHn1は、T2に対応するHn2との張力面内水平分
力平衡関係より Hn1=Hn2−FsinΨ であり、また第6図より Hn2=T2cosΘn2 であり、さらに T1とT2の合力であるFは、第12図で明らかな
ように F=−WcosΨcosζ+ √22(1−2 2) として与えられる。尚、Wは延線用金車1の自重
であり、予め知ることができるものでる。
Here, △fgh in FIGS. 6 and 11,
From △pgi and △pef, Θ n1 = ATN [FcosΨ + T 2 sin Θ n2 /H n1 ] Also, H n1 as a horizontal component force in the tension plane of T 1 is From the horizontal component force equilibrium relationship, H n1 = H n2 −FsinΨ, and from Fig. 6, H n2 = T 2 cosΘ n2 , and F, which is the resultant force of T 1 and T 2 , is clearly shown in Fig. 12. It is given as F=−WcosΨcosζ+ √ 22 (1− 2 2 ). Note that W is the dead weight of the wire rolling wheel 1, which can be known in advance.

そこで、この一連の計算にて得られるΘ1を用
いて出口側張力T2の場合と同様にしてH1を求め、
このH1より第6図で明らかな T1=H1/cosΘ1 としてT1を求める。
Therefore, using Θ 1 obtained from this series of calculations, calculate H 1 in the same way as for the outlet side tension T 2 ,
From this H 1 , T 1 is determined as T 1 =H 1 /cosΘ 1 , which is clear in FIG.

尚、以上の算出方法は、Θn1及びΘn2を用いた
ものであるが、延線用金車1にぶれ角ζがない場
合は、Θn1=Θ1でありΘn2=Θ2であるから、第2
角度計3にて実測される角σをもとに、以上の算
出方法におけると同様な手法でΘ1を求めると共
に、このΘ2及びΘ1を用いてT2及びT1を求めるこ
とになる。
The above calculation method uses Θ n1 and Θ n2 , but if the wire rolling wheel 1 does not have a wobbling angle ζ, Θ n1 = Θ 1 and Θ n2 = Θ 2 . From, the second
Based on the angle σ actually measured by the angle meter 3, Θ 1 is determined using the same method as in the above calculation method, and T 2 and T 1 are determined using this Θ 2 and Θ 1 . .

そして、このようにして両張力T2及びT1、具
体的にはその水平分力H1及びH2が求まると、こ
れを利用して障害物18と電線7との離隔Dは、
第13図において次式により算出することができ
る。
Then, when both tensions T 2 and T 1 , specifically, their horizontal components H 1 and H 2 are determined in this way, using this, the distance D between the obstacle 18 and the electric wire 7 is calculated as follows:
In FIG. 13, it can be calculated using the following formula.

D=DO−DX DX=SDtanγ −2Csinh2K+SD/2CsinhSD/2C ただし、 C=H/W M=2Csinh(S/2C) K=Csinh(h/M) γ=ATN(H/W) であり、各記号は前述したものと同様である。 D = D O −D X D W), and each symbol is the same as that described above.

この延線張力測定方法では、上記のような構成
を持つた延線用金車1にて、振角Ψ、角σ及びぶ
れ角ζを測定し、これらに予め知ることのできる
上記の如き諸数値を組み合わせることにより、金
車抵抗あるいはプロテクタ通過抵抗などにより常
に変化しながら生じている中間延線張力、特にプ
ロテクタ通過に伴い大きく変化する中間延線張力
を略実際の値に近い値で把握できるものであり、
この延線用金車1及び延線張力測定方法を用いる
ことにより、より正確に延線状態を把握できるこ
とになる。
In this wire drawing tension measurement method, the swing angle Ψ, the angle σ, and the swing angle ζ are measured using the wire drawing wheel 1 having the above-described configuration, and the above-mentioned various factors that can be known in advance are added to these measurements. By combining numerical values, it is possible to grasp the intermediate wire tension, which is constantly changing due to wheel resistance or protector passage resistance, and especially the intermediate wire tension, which changes greatly as the wire passes through the protector, at a value close to the actual value. It is a thing,
By using the wire rolling wheel 1 and the method for measuring wire tension, it is possible to grasp the wire drawing state more accurately.

尚、この実施例では全ての鉄塔Pに延線用金車
1を設けたが、必ずしもこれに限られず、特定の
区間を形成する鉄塔に設けるだけであつてもよい
ことは勿論である。
In this embodiment, the metal wheels 1 for wire extension are provided on all the steel towers P, but the wire rolling wheels 1 are not necessarily limited to this, and it goes without saying that they may be provided only on the steel towers forming a specific section.

〈発明の効果〉 この発明に係る延線用金車及び延線張力測定方
法によると、以上説明してきた如く、電線の通過
に伴う振角Ψ、出口側において電線と金車面に含
まれる水平線とがなす角である曲げ角Θm2導出
用の角σ及び電線に生じている水平角に伴うぶれ
角ζを測定し、これらに予め知ることのできる一
定の諸数値を組み合わせることにより、金車抵抗
あるいはプロテクタ通過抵抗などにより常に変化
しながら生じている中間延線張力、特にプロテク
タ通過に伴い大きく変化する中間延線張力を略実
際の値に近い値で把握でき、より正確に延線状態
を把握できることになる。
<Effects of the Invention> According to the wire rolling wheel and wire rolling tension measuring method according to the present invention, as explained above, the swing angle Ψ accompanying the passage of the wire, the horizontal line included between the wire and the wire wheel surface on the exit side, By measuring the angle σ for deriving the bending angle Θm2 , which is the angle formed by The intermediate drawing tension, which is constantly changing due to resistance or protector passage resistance, can be grasped at a value close to the actual value, especially the intermediate drawing tension, which changes greatly as it passes through the protector, and the drawing condition can be more accurately determined. You will be able to understand it.

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

第1図は、この発明に係る延線用金車の概略側
面図、第2図は、第1図中の矢示方向からみた
概略側面図、第3図は、延線用金車の使用状態を
示す概略側面図、第4図は、延線用金車の使用状
態を示す概略斜視図、第5図は、車輪周辺におけ
る幾何学的関係示す説明図、第6図は、延線用金
車吊り点周辺における「力」の状態を示す説明
図、第7図は、第5図の一部である説明図、第8
図は、一般索理論に関する説明図、第9図は、こ
の発明における延線状態を示す概略側面図、第1
0図〜第12図は、各々、第6図の一部である説
明図、そして第13図は、障害物と電線との関係
を示す説明図である。 1……延線用金車、2……第1角度計、3……
第2角度計、4……第3角度計、7……電線、1
6……吊コード、17……張力検出手段、P……
鉄塔。
Fig. 1 is a schematic side view of a metal wheel for wire drawing according to the present invention, Fig. 2 is a schematic side view seen from the direction of the arrow in Fig. 1, and Fig. 3 is a schematic side view of the metal wheel for wire drawing according to the present invention. FIG. 4 is a schematic perspective view showing the state of use of the wire rolling wheel, FIG. 5 is an explanatory diagram showing the geometrical relationship around the wheel, and FIG. Figure 7 is an explanatory diagram showing the state of "force" around the hanging point of the metal wheel, and Figure 8 is an explanatory diagram that is a part of Figure 5.
The figure is an explanatory diagram regarding the general rope theory, FIG. 9 is a schematic side view showing the state of wire extension in this invention, and the first
FIG. 0 to FIG. 12 are explanatory diagrams, each of which is a part of FIG. 6, and FIG. 13 is an explanatory diagram showing the relationship between obstacles and electric wires. 1... Wire extension wheel, 2... First angle meter, 3...
2nd angle meter, 4...Third angle meter, 7...Electric wire, 1
6... Hanging cord, 17... Tension detection means, P...
Steel tower.

Claims (1)

【特許請求の範囲】 1 電線の通過に伴う振角Ψ計測用の第1角度
計、出口側において電線と金車面に含まれる水平
線とがなす角である曲げ角Θm2導出用の角σ計
測用の第2角度計、及び電線に生じている水平角
に伴なつて生じる金車面におけるぶれ角ζ計測用
の第3角度計を備えてなる延線用金車。 2 請求項1記載の延線用金車を吊コードにて角
鉄塔に吊り下げ、 この延線用金車を介して得られる振角Ψ、曲げ
角Θm2、ぶれ角ζと、 該当鉄塔間の径間距離Sと、 該当鉄塔間の高低差hと、及び 該当鉄塔両間における電線単位重量Qとより、
延線用金車の出口側において電線にかかつている
出口側張力T2を求めてなる延線張力測定方法。 3 請求項2記載の延線張力測定方法にて予め得
られる出口側張力T2及び延線用金車の吊下げに
対し介在せしめられた張力検出手段により得られ
る張力Fwを用いることにより延線用金車の入口
側張力T1を求めてなる延線張力測定方法。
[Claims] 1. A first angle meter for measuring the deflection angle Ψ as the electric wire passes, an angle σ for deriving the bending angle Θm 2 , which is the angle between the electric wire and the horizontal line included in the metal wheel surface on the exit side. A wire rolling wheel comprising a second angle meter for measurement, and a third angle meter for measuring a wobbling angle ζ on the wheel surface caused by a horizontal angle occurring in an electric wire. 2. The wire rolling wheel according to claim 1 is suspended from a corner steel tower by a hanging cord, and the swing angle Ψ, bending angle Θm 2 , wobbling angle ζ obtained through this wire extending wheel, and the distance between the relevant steel towers. From the span distance S, the height difference h between the relevant towers, and the unit weight Q of the electric wire between the relevant towers,
A wire extension tension measurement method that involves determining the exit side tension T2 applied to the wire at the exit side of the wire rolling wheel. 3. Wire drawing is carried out by using the exit side tension T 2 obtained in advance by the wire drawing tension measuring method according to claim 2 and the tension Fw obtained by the tension detection means interposed for hanging the wire drawing wheel. A method of measuring wire tension by determining the tension T 1 at the entrance of a metal wheel.
JP63102892A 1988-04-27 1988-04-27 Wire-drawing pulley & tensile force measurement of drawn wire by means of it Granted JPH01278212A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63102892A JPH01278212A (en) 1988-04-27 1988-04-27 Wire-drawing pulley & tensile force measurement of drawn wire by means of it

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63102892A JPH01278212A (en) 1988-04-27 1988-04-27 Wire-drawing pulley & tensile force measurement of drawn wire by means of it

Publications (2)

Publication Number Publication Date
JPH01278212A JPH01278212A (en) 1989-11-08
JPH0444486B2 true JPH0444486B2 (en) 1992-07-21

Family

ID=14339513

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63102892A Granted JPH01278212A (en) 1988-04-27 1988-04-27 Wire-drawing pulley & tensile force measurement of drawn wire by means of it

Country Status (1)

Country Link
JP (1) JPH01278212A (en)

Also Published As

Publication number Publication date
JPH01278212A (en) 1989-11-08

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