JP2505397Y2 - Power line sag measuring device - Google Patents

Power line sag measuring device

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Publication number
JP2505397Y2
JP2505397Y2 JP6801892U JP6801892U JP2505397Y2 JP 2505397 Y2 JP2505397 Y2 JP 2505397Y2 JP 6801892 U JP6801892 U JP 6801892U JP 6801892 U JP6801892 U JP 6801892U JP 2505397 Y2 JP2505397 Y2 JP 2505397Y2
Authority
JP
Japan
Prior art keywords
telescope
measuring device
line
support
sag
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
JP6801892U
Other languages
Japanese (ja)
Other versions
JPH0628621U (en
Inventor
稔 森田
慶人 森
良治 和田
英治 柳瀬
Original Assignee
北陸電気工事株式会社
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 北陸電気工事株式会社 filed Critical 北陸電気工事株式会社
Priority to JP6801892U priority Critical patent/JP2505397Y2/en
Publication of JPH0628621U publication Critical patent/JPH0628621U/en
Application granted granted Critical
Publication of JP2505397Y2 publication Critical patent/JP2505397Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】本考案は送電線建設工事におい
て、鉄塔間の架線の弛度を測定する器具に関するもので
ある。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a tool for measuring the sag of overhead lines between steel towers in power transmission line construction work.

【0002】[0002]

【従来の技術】送電線の外観形状はカテナリー曲線を描
き、美観及び事故防止のため予め弾性カテナリー式を用
いて理想的な仮想カテナリー曲線及び仮想弛度を計算
し、複数回線鉄塔に於いては同じ測定地点から眺めた場
合すべての線尻が仮想カテナリー曲線の同一接線平面に
接するように架線することが理想的とされている。
2. Description of the Related Art An external shape of a power transmission line draws a catenary curve, and an ideal virtual catenary curve and a virtual sag are calculated in advance by using an elastic catenary formula for appearance and accident prevention. When viewed from the same measurement point, it is ideal that all the tails of the lines should be laid in contact with the same tangent plane of the virtual catenary curve.

【0003】従来の測定方法は等長法、異長法、角度法
などがあり、等長法、異長法はカテナリー近似式や放物
線近似式を用いて、それぞれの鉄塔に設置する測定器及
び弛度定規の地点を設定し、望遠鏡のついた測定器から
線尻を見通すことにより中央弛度を得るものである。ま
た角度法は上記近似式を用いて仮想カテナリー曲線の接
線平面の垂直角度を計算し、一方の鉄塔の測定地点から
その角度で見通すことで中央弛度を得るものである。
Conventional measuring methods include an isometric method, an isometric method, and an angle method. The isometric method and the isometric method use a catenary approximation formula and a parabolic approximation formula, and measuring instruments installed in respective steel towers. The central sag is obtained by setting a sag ruler point and looking through the line tail from a measuring instrument equipped with a telescope. The angle method calculates the vertical angle of the tangent plane of the virtual catenary curve using the above approximation formula, and obtains the central sag by looking through from the measurement point of one steel tower at that angle.

【0004】[0004]

【考案が解決しようとする課題】上記方法で弛度を測定
する場合、従来の測定器は複数回線鉄塔の送電線の両懸
架点が水平面を保つ場合であれば測定誤差は生じない。
また送電線両懸架点の高さが違う場合でも、それぞれの
送電線の懸架点から下方向に仮想弛度の距離分だけ下が
った位置で測定すれば測定誤差は生じないが、送電線は
通常アームの先に支持されているので、前述のように送
電線の真下で測定しようとすると、その測定点は空中に
存在することになり、そのような測定は不可能となる。
従って鉄塔間に1つの仮想カテナリー曲線の接線を設定
し、両送電線懸架点を結ぶ線分から下方向へ仮想弛度の
距離分だけ下がった位置を架線の真下と想定して、その
位置に望遠鏡を接線の角度に従って設定してから、ある
いは対向する鉄塔に設置された弛度定規を見通して、そ
の角度を保っている望遠鏡を実際に架設される両アーム
間側に転位して送電線の弛度を測定していた。しかし以
上のように所定の角度を保ったままで望遠鏡を水平回転
するため、望遠鏡からみた送電線の線尻の接線は必然的
に望遠鏡を頂点とする円錐面上に存在し、仮想カテナリ
ー曲線の接線平面から上方にずれてしまい誤差が生じる
という欠点があった。
When measuring the sag by the above method, the conventional measuring device does not cause a measurement error as long as both suspension points of the transmission line of the multi-line tower are horizontal.
Even if the heights of both suspension points of the power transmission line are different, if the measurement is performed at a position that is lower than the suspension point of each power transmission line by the distance of the virtual sag, no measurement error will occur, but the power transmission line Since it is supported at the tip of the arm, if it is attempted to measure directly under the transmission line as described above, the measurement point will be in the air, and such measurement will be impossible.
Therefore, set a tangent line of one virtual catenary curve between the steel towers, and assume that the position lower than the line segment connecting both transmission line suspension points by the virtual sag distance is just under the overhead line, and the telescope at that position. After setting the angle according to the angle of the tangent line, or looking at the sag ruler installed on the opposing steel tower, the telescope holding that angle is moved to the side between both arms where it is actually erected, and the I was measuring the degree. However, since the telescope horizontally rotates while maintaining the specified angle as described above, the tangent of the line tail of the transmission line as seen from the telescope inevitably exists on the conical surface with the apex at the telescope, and the tangent to the virtual catenary curve. There is a drawback in that an error occurs due to the upward displacement from the plane.

【0005】本考案は架線作業を簡素化し、且つ送電線
を理想的なカテナリー曲線に架線することを目的とし、
正確に弛度を測定することができる弛度測定器を開発し
提供するものである。
The present invention aims to simplify the overhead line work and to extend the power line to an ideal catenary curve.
It is intended to develop and provide a sag measuring device capable of accurately measuring sag.

【0006】[0006]

【課題を解決するための手段】本考案による解決手段
は、ベース上を縦軸を中心に水平に回動自在に設けた本
体と、本体を任意の水平回転角度で固定する固定手段
と、本体を水平に保持する水準器と、本体に上下に揺動
自在に設けた支持体と、支持体を任意の仰角で固定する
固定手段と、支持体より直角に起立した枢軸を中心とし
て回動自在に設けた望遠鏡とからなることを特徴とす
る。また前記望遠鏡がトランシット用の望遠鏡よりなる
ことを特徴とする前記のものであっても良い。更に前述
の送電線の弛度測定器をフレーム内に設置し、そのフレ
ームに連結金具が突設しているものであればより優秀で
ある。
According to the present invention, there is provided a main body which is horizontally rotatable on a base about a vertical axis, a fixing means for fixing the main body at an arbitrary horizontal rotation angle, and a main body. Level that holds the body horizontally, a support body that is swingable up and down on the main body, fixing means that fixes the support body at an arbitrary elevation angle, and rotatable about a pivot that stands upright from the support body. It is characterized by comprising a telescope provided in. The above-mentioned telescope may be a telescope for transit, and may be the one described above. Further, it is more excellent if the above-mentioned power line sag measuring device is installed in a frame, and a connecting fitting is projected from the frame.

【0007】[0007]

【作用】本考案の送電線の弛度測定器によれば、予め仮
想カテナリー曲線の接線を設定し、鉄塔の前記接線と交
差する点に本測定器を設置し、望遠鏡から対向する鉄塔
に設置された弛度定規を見通して支持体を固定する。あ
るいは支持体を対向する鉄塔に向かって算出された角度
で固定する。次に望遠鏡を支持体より直角に起立した枢
軸を中心として回動させ、送電線の線尻を見通すことに
より中央弛度を得る。
According to the sag measuring device of the transmission line of the present invention, the tangent line of the virtual catenary curve is set in advance, the measuring device is installed at a point intersecting with the tangent line of the steel tower, and installed on the opposite steel tower from the telescope. Fix the support by looking at the sag ruler. Alternatively, the support is fixed at the calculated angle toward the opposing tower. Next, the telescope is rotated about a pivot that stands upright from the support, and the central sag is obtained by looking through the line tail of the power transmission line.

【0008】[0008]

【実施例】本考案の送電線の弛度測定器の実施例を図面
に基づいて詳細に説明すると、枠状をなすフレーム1内
にトランシット2を固着し、その主望遠鏡を支持体3と
して、該支持体3上に十字ヘアー付きの望遠鏡4を支持
体3に対して平行に回転及び所定角度で固定可能に設け
たものであり、また、フレーム1の下部に鉄塔のステッ
プボルト(図示省略)に取付ける連結金具5を突設し、
フレーム1の上にフレーム1を左右より覆う一対の半円
筒状のカバー6,6を回転及び固定可能に設け、搬送す
るときには両カバー6,6でフレーム1を覆い、使用す
る時には屋根のように張り出して置くものである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A power line sag measuring device according to an embodiment of the present invention will be described in detail with reference to the drawings. A transit 2 is fixed to a frame-shaped frame 1, and the main telescope is used as a support 3. A telescope 4 with a cross hair is provided on the support 3 so as to be rotatable and fixed at a predetermined angle in parallel with the support 3, and a step bolt (not shown) of a steel tower is provided under the frame 1. Project the connecting metal fitting 5 to be attached to
A pair of semi-cylindrical covers 6 and 6 for covering the frame 1 from the left and right are provided on the frame 1 so as to be rotatable and fixed, and both the covers 6 and 6 cover the frame 1 for transportation, and when used, like a roof. It is placed overhang.

【0009】上記のトランシット2は、フレーム1の底
板に水平になるように調節保持されるベース7に本体8
を縦軸によって水平に回転可能に設けると共に、本体固
定手段9が備えてあり、本体8には一対の水準器10,
10を有し、本体8の上部に上下方向に揺動調節自在で
しかもその角度を精密に指示できる主望遠鏡を設けたも
ので、その主望遠鏡を所定の回転角度で固定する支持体
固定手段11を備えており、その構造は従来のものと同
様である。
The transit 2 is mounted on a base 7 which is adjusted and held so as to be horizontal to the bottom plate of the frame 1.
Is provided so as to be horizontally rotatable with respect to the vertical axis, and a main body fixing means 9 is provided.
A main telescope which has a main telescope 10 and which can swing and adjust in the vertical direction and which can precisely indicate its angle is provided on the upper part of the main body 8. A support fixing means 11 for fixing the main telescope at a predetermined rotation angle. And its structure is similar to the conventional one.

【0010】上記トランシット2を利用して本考案の弛
度測定器を構成するには、図1に示しているように、ト
ランシット2に設けてある主望遠鏡を支持体3とし、こ
の支持体3の上に起立して設けた枢軸12に十字ヘアー
付きの望遠鏡4を支持体3に対して平行を保って水平に
回転可能に設け、その望遠鏡4の側面に照準器13が取
付けてある。
In order to construct the sag measuring device of the present invention using the above-mentioned transit 2, as shown in FIG. 1, the main telescope provided in the transit 2 is used as the support 3, and this support 3 A telescope 4 with a cross hair is rotatably provided horizontally on a pivot 12 provided on the upper side of the support 12, and a sighting device 13 is attached to a side surface of the telescope 4.

【0011】しかし従来のトラシット2をそのまま使用
する方が有利であるが、望遠鏡は1台でその機能を果た
すもので、2台も設けると重量が重くなる。従って、図
2に示すように、トランシット2の主望遠鏡に替えて角
ブロックを支持体3として前述のように設け、これに十
字ヘアー付きのトランシット用の角度を精密に測定でき
る機能を持つ望遠鏡を望遠鏡4として取付けても良い。
However, it is advantageous to use the conventional trancit 2 as it is, but one telescope fulfills its function, and if two telescopes are provided, the weight becomes heavy. Therefore, as shown in FIG. 2, instead of the main telescope of the transit 2, a corner block is provided as the support 3 as described above, and a telescope having a cross hair and having a function capable of precisely measuring the angle for the transit is provided. It may be attached as the telescope 4.

【0012】両複数回線鉄塔14,14間に地理的に高
低差がある場合は、カテナリー近似式によって仮想カテ
ナリー曲線nとその弛度dを設定して、仮想カテナリー
曲線nと一方の鉄塔14との交点より下方向に前記弛度
dだけ下がった位置を測定点Oとして、他方の鉄塔14
との交点より下方向に前記dだけ下がった位置を焦点
P、あるいは前記カテナリー近似式によって算出された
仰角aで見た時の鉄塔上の点を焦点Pとする。
In the case where there is a geographical difference in elevation between the two or more multi-line towers 14, the virtual catenary curve n and its sag d are set by the catenary approximation formula, and the virtual catenary curve n and one of the towers 14 are set. The position lower than the intersection point by the sag d is set as the measurement point O, and the other steel tower 14
The focus P is defined as a position that is lowered by the above d from the intersection with the point P, or the point on the steel tower when viewed at the elevation angle a calculated by the catenary approximation formula.

【0013】従来の測定器を用いた測定方法は図3の
(ロ)図に示すように、低位置側の鉄塔14から高位置
側の鉄塔14を見通す場合、仰角aを保ったまま測定機
の望遠鏡を鉄塔14の鉛直軸O−Qを中心軸として回転
すると、図3の(イ)図に示すように線分Q−Pを半径
とする円軌跡k1に沿って移動することになるが、この
円軌跡k1を図3の(ロ)図によって見ると、測定点O
を頂点する線分O−Pを母線とする円錐の底面の線分k
2(焦点Pを通る水平線)上に沿って移動することにな
る。
As shown in FIG. 3B, the conventional measuring method using a measuring instrument is such that when the high-position steel tower 14 is viewed from the low-position steel tower 14, the elevation angle a is maintained. When the telescope is rotated about the vertical axis OQ of the steel tower 14 as a central axis, the telescope moves along a circular locus k1 having a radius of the line segment QP as shown in FIG. Looking at this circular locus k1 by the diagram (b) of FIG.
A line segment k at the bottom of a cone having a generatrix line segment OP that vertices
2 (horizontal line passing through the focal point P).

【0014】従って図3の(イ)図のように、測定点O
から架設しようとする送電線m1の線尻R1の位置を見
通した時の焦点は円軌跡k1上の点P1に位置し、その
点P1を図3の(ロ)図上の線分k2に取ると点P1の
位置に焦点が移る。この状態で送電線m1の線尻R1を
測定すると、点線で示す線分O−P1に送電線m1の線
尻R1が接することになるから、その弛度d1は設計で
定められた弛度dの長さより短くなり、従って送電線m
1の線尻R1が仮想カテナリー曲線nの線尻Rよりも高
い位置にくることになり、大きな誤差を生じるものであ
る。
Therefore, as shown in FIG.
When the line tail R1 of the power transmission line m1 to be erected from above is viewed, the focal point is located at the point P1 on the circular locus k1 and the point P1 is taken at the line segment k2 in the (b) diagram of FIG. The focus moves to the position of point P1. When the line tail R1 of the power transmission line m1 is measured in this state, the line segment R1 of the power transmission line m1 comes into contact with the line segment O-P1 indicated by the dotted line. Is shorter than the length of the
The line tail R1 of 1 comes to a position higher than the line tail R of the virtual catenary curve n, which causes a large error.

【0015】本考案の送電線の弛度測定器を用いた測定
方法は、前記測定地点Oに本測定器を取り付け金具5で
鉄塔のステップボルトなどに固定し、図4の(ロ)図に
示すように、支持体3である主望遠鏡で対向する鉄塔1
4上の焦点Pを見通して支持体3を仰角aで固定し、支
持体3上に設けた望遠鏡4を左右に回動すると、図4の
(イ)図に示すように、焦点Pの軌跡は半径O−Pで描
く円周k3上を移動するが、その円周k3を図4の
(ロ)図の側面から見ると、仰角aをもって描かれる点
線で示す線分k4上に描かれることになり、従って焦点
Pは線分k4上に沿って移動することになる。また望遠
鏡4を相手の鉄塔14を見通す方向から90度回転した
時には望遠鏡4の仰角が0となるものである。
The measuring method using the sag measuring device of the power transmission line of the present invention is as follows. The measuring device is fixed at the measuring point O to the step bolt of the steel tower with the mounting bracket 5, as shown in FIG. As shown, the steel tower 1 facing the main telescope, which is the support 3.
When the support body 3 is fixed at the elevation angle a while looking at the focal point P on the lens 4 and the telescope 4 provided on the support body 3 is rotated to the left and right, as shown in FIG. Moves on a circle k3 drawn with a radius O-P, but when the circle k3 is viewed from the side of FIG. 4B, it should be drawn on a line segment k4 indicated by a dotted line drawn at an elevation angle a. Therefore, the focal point P moves along the line segment k4. Further, when the telescope 4 is rotated 90 degrees from the direction in which the opponent's tower 14 is seen, the elevation angle of the telescope 4 becomes zero.

【0016】従って図4の(イ)のように送電線m2の
線尻R2を見通した時の焦点P2は線分O−R2の延長
線と円周k3の交点にあり、この交点を図4の(ロ)図
では前記線分k4上の点P2に位置するから、送電線m
2の線尻R2は仮想カテナリー曲線nの線尻Rと同一と
なり、仮想カテナリー曲線nの弛度dと送電線m2の弛
度d2が一致し、弛度d2に誤差が生じることはなく、
正確に送電線m2を架設することができる。
Therefore, as shown in FIG. 4A, the focus P2 when looking at the line tail R2 of the power transmission line m2 is at the intersection of the extension line of the line segment O-R2 and the circumference k3, and this intersection is shown in FIG. In (b) of Figure, since it is located at the point P2 on the line segment k4, the transmission line m
The line tail R2 of 2 is the same as the line tail R of the virtual catenary curve n, the sag d of the virtual catenary curve n and the sag d2 of the power transmission line m2 match, and no error occurs in the sag d2.
The power transmission line m2 can be accurately installed.

【0017】[0017]

【考案の効果】本考案による送電線の弛度測定器を使用
すれば、従来のような多くの手順を踏む必要性もなく、
作業人数も僅かで作業ができるようになる。また望遠鏡
は計算上の仮想カテナリー曲線の線尻の接線平面上を正
確に転位することができるので弛度を正確に測定するこ
とができ、迅速に且つ正確に美しい理想的なカテナリー
曲線状に架線することができる。
[Effects of the Invention] By using the sag measuring device of the transmission line according to the present invention, there is no need to go through many steps as in the conventional case.
Only a small number of workers can work. In addition, the telescope can be accurately displaced on the tangential plane of the line end of the calculated virtual catenary curve, so the sag can be accurately measured, and the catenary curve can be quickly and accurately formed into a beautiful ideal catenary curve. can do.

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

【図1】本考案による送電線の弛度測定器の斜視図であ
る。
1 is a perspective view of a power line sag measuring device according to the present invention;

【図2】本考案の基本構造を示す斜視図である。FIG. 2 is a perspective view showing the basic structure of the present invention.

【図3】の(イ)(ロ)従来の測定器による測定方法を
示す説明図である。
3 (a) and (b) are explanatory views showing a measuring method by a conventional measuring device.

【図4】の(イ)(ロ)本考案の送電線の弛度測定器に
よる測定方法を示す説明図である。
4 (a) and (b) are explanatory views showing a measuring method of the transmission line sag measuring device of the present invention.

【符号の説明】[Explanation of symbols]

1 フレーム 3 支持体 4 望遠鏡 5 連結金具 7 ベース 8 本体 9 本体固定手段 10 水準器 11 支持体固定手段 12 枢軸 1 frame 3 support 4 telescope 5 connecting metal fittings 7 base 8 body 9 body fixing means 10 level 11 support body fixing means 12 pivot

フロントページの続き (72)考案者 柳瀬 英治 富山県富山市東田地方町1丁目1番1号 北陸電気工事株式会社内 (56)参考文献 特開 昭58−167908(JP,A) 特開 平3−222615(JP,A)Front page continuation (72) Eiji Yanase Eiji Yanase 1-1-1, Higashida district town, Toyama city, Toyama prefecture Hokuriku Electric Works Co., Ltd. (56) Reference JP-A-58-167908 (JP, A) JP-A-3 -222615 (JP, A)

Claims (3)

(57)【実用新案登録請求の範囲】(57) [Scope of utility model registration request] 【請求項1】 ベース(7)上を縦軸を中心に水平に回
動自在に設けた本体(8)と、本体(8)を任意の水平
回転角度で固定する本体固定手段(9)と、本体(8)
を水平に保持する水準器(10)と、本体(8)に上下
に揺動自在に設けた支持体(3)と、支持体(3)を任
意角度で固定する支持体固定手段(11)と、支持体
(3)より直角に起立した枢軸(12)を中心として回
動自在に設けた望遠鏡(4)と、からなることを特徴と
する送電線の弛度測定器。
1. A main body (8) provided on a base (7) so as to be horizontally rotatable about a vertical axis, and a main body fixing means (9) for fixing the main body (8) at an arbitrary horizontal rotation angle. , Body (8)
(10) for holding the body horizontally, a support (3) provided on the main body (8) so as to be vertically swingable, and a support fixing means (11) for fixing the support (3) at an arbitrary angle. And a telescope (4) rotatably provided around a pivot (12) standing upright at a right angle from a support (3).
【請求項2】 前記望遠鏡(4)がトランシット用の望
遠鏡よりなることを特徴とする請求項1に記載の送電線
の弛度測定器。
2. The sag measuring device for a power transmission line according to claim 1, wherein the telescope (4) is a transit telescope.
【請求項3】 請求項1または請求項2に記載の送電線
の弛度測定器をフレーム(1)内に設置し、そのフレー
ム(1)に連結金具(5)が突設していることを特徴と
する送電線の弛度測定器
3. A slack measuring device for a power transmission line according to claim 1 or 2 is installed in a frame (1), and a connecting metal fitting (5) is projectingly provided on the frame (1). Power line sag measuring device characterized by
JP6801892U 1992-09-02 1992-09-02 Power line sag measuring device Expired - Lifetime JP2505397Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6801892U JP2505397Y2 (en) 1992-09-02 1992-09-02 Power line sag measuring device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6801892U JP2505397Y2 (en) 1992-09-02 1992-09-02 Power line sag measuring device

Publications (2)

Publication Number Publication Date
JPH0628621U JPH0628621U (en) 1994-04-15
JP2505397Y2 true JP2505397Y2 (en) 1996-07-31

Family

ID=13361668

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6801892U Expired - Lifetime JP2505397Y2 (en) 1992-09-02 1992-09-02 Power line sag measuring device

Country Status (1)

Country Link
JP (1) JP2505397Y2 (en)

Also Published As

Publication number Publication date
JPH0628621U (en) 1994-04-15

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