JPS6118403B2 - - Google Patents
Info
- Publication number
- JPS6118403B2 JPS6118403B2 JP9826180A JP9826180A JPS6118403B2 JP S6118403 B2 JPS6118403 B2 JP S6118403B2 JP 9826180 A JP9826180 A JP 9826180A JP 9826180 A JP9826180 A JP 9826180A JP S6118403 B2 JPS6118403 B2 JP S6118403B2
- Authority
- JP
- Japan
- Prior art keywords
- existing
- tower
- transmission line
- power transmission
- cut
- 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
Links
- 230000005540 biological transmission Effects 0.000 claims description 37
- 238000005259 measurement Methods 0.000 claims description 15
- 229910000831 Steel Inorganic materials 0.000 claims description 11
- 239000010959 steel Substances 0.000 claims description 11
- 238000000034 method Methods 0.000 claims description 7
- 239000012212 insulator Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 230000006698 induction Effects 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 1
- 238000002845 discoloration Methods 0.000 description 1
- 125000000391 vinyl group Chemical group [H]C([*])=C([H])[H] 0.000 description 1
- 229920002554 vinyl polymer Polymers 0.000 description 1
Landscapes
- Electric Cable Installation (AREA)
Description
【発明の詳細な説明】
本発明は、送電線の架設された既設鉄塔間へ割
込み鉄塔を新設し、既設送電線を用いて既設鉄塔
と割込み鉄塔間へプレハブ架線するにあたり、送
電線を地上へ下すことなく、架線を行うことを可
能にした既設送電線を用いたプレハブ架線方法に
関する。DETAILED DESCRIPTION OF THE INVENTION The present invention provides a method for installing a new cut-in tower between existing towers on which power transmission lines have been installed, and installing a prefabricated overhead line between the existing tower and the cut-in tower using the existing power transmission line. The present invention relates to a prefabricated overhead line method using existing power transmission lines that makes it possible to install overhead lines without lowering the overhead lines.
既設鉄塔の径間において、その径間中央部付近
に割込み鉄塔を新設し、既設送電線を利用して架
線を行う必要の生ずることがある。 In the span of an existing tower, it may be necessary to install a new tower near the center of the span and use the existing power transmission line to connect overhead lines.
このような場合、既設送電線を一旦撤去し、従
来法により延線および緊線を行つたのでは、作業
が煩雑であり、またプレハブ架線をするにしても
一旦地上へ下してから精密計尺を行つたのでは手
数がかかる上に、電線に損傷を与えるおそれがあ
つた。 In such cases, it would be complicated to remove the existing transmission line and extend and tie it using conventional methods, and even if prefabricated overhead lines were to be installed, they would have to be lowered to the ground and then measured using precision gauges. Doing so would not only be time-consuming, but could also cause damage to the wires.
本発明は、かかる従来の難点を解消すべくなさ
れたもので、既設鉄塔の径間において、その径間
中央部付近に割込み鉄塔を新設し、既設送電線を
利用して架線を行うにあたり、既設送電線を地上
へ下すことなくプレハブ架線を行うことを可能に
したプレハブ架線工法を提供しようとするもので
ある。 The present invention has been made in order to solve these conventional difficulties.In the span of an existing tower, a new cut-in tower is installed near the center of the span, and when carrying out overhead lines using the existing power transmission lines, it is possible to The present invention aims to provide a prefabricated overhead line construction method that makes it possible to install prefabricated overhead lines without lowering power transmission lines to the ground.
すなわち、本発明は送電線の架設された既設鉄
塔間へ割込み鉄塔を新設し、前記送電線を用いて
既設鉄塔と割込み鉄塔へプレハブ架線をするにあ
たり、前記送電線の切断予定位置近傍へ仮マーク
を施こすと共に高精度の測量機器を地上へ設置
し、又はこれに更に高精度の張力計を既設送電線
と既設鉄塔間へ取り付けて、既設鉄塔の支持点間
および既設鉄塔の支持点と仮マーク間の距離、高
低差、電線張力等の既設鉄塔の支持点と仮マーク
間の送電線の実長を求めるのに必要な諸元を高精
度で測定し、これらの測定結果をもとに既設鉄塔
の仮マーク間の電線実長を求める一方、既設鉄塔
間へ割込み鉄塔を新設して既設鉄塔と割込み鉄塔
の支持間の距離を地上に設置した高精度の測量機
器により測定し、この測定結果と前記既設鉄塔の
支持点間および既設鉄塔の支持点と仮マーク間の
高精度で測定された諸元をもとに既設鉄塔と割込
み鉄塔の支持点間へ架設されるべき送電線実長を
求め、この電線実長をもとに前記仮マーク位置か
ら送電線の切断位置を計尺して送電線を切断する
ことを特徴とする既設送電線を用いたプレハブ架
線に係る。 That is, the present invention installs a new cut-in tower between existing towers on which power transmission lines have been installed, and when installing prefabricated overhead lines between the existing tower and the cut-in tower using the power transmission line, a temporary mark is placed near the planned cutting position of the power transmission line. At the same time, high-precision surveying equipment will be installed on the ground, or a high-precision tension meter will be installed between the existing power transmission lines and the existing towers, and measurements will be taken between the support points of the existing towers and between the support points of the existing towers. The specifications necessary to determine the actual length of the transmission line between the existing tower support point and the temporary mark, such as the distance between marks, height difference, and wire tension, are measured with high precision, and based on these measurement results. While determining the actual length of the wire between the temporary marks on the existing towers, we also constructed a new cutting-in tower between the existing towers and measured the distance between the existing tower and the supports of the cutting-in tower using high-precision surveying equipment installed on the ground. Based on the results and the specifications measured with high precision between the support points of the existing tower and between the support points of the existing tower and temporary marks, the actual length of the transmission line to be constructed between the support points of the existing tower and the cut-in tower is determined. The present invention relates to a prefabricated overhead wire using an existing power transmission line, characterized in that the power transmission line is cut by determining the actual length of the wire and measuring the cutting position of the power transmission line from the temporary mark position based on the actual length of the wire.
以下図面を参照して本発明の詳細を説明する。 The details of the present invention will be explained below with reference to the drawings.
第1図は本発明方法の説明図、第2図は本発明
の方法の原理図である。 FIG. 1 is an explanatory diagram of the method of the present invention, and FIG. 2 is a diagram of the principle of the method of the present invention.
第1図において、1,1′は既設鉄塔を示して
おり、これらの既設鉄塔1,1′の碍子連2,
2′間には送電線3が架設されている。既設鉄塔
1,1′間へ割込み鉄塔4を新設し、既設鉄塔1
と割込み鉄塔4間および割込み鉄塔4と既設鉄塔
1′間へ送電線3を使用して架線するにあたり、
本発明においては、まず送電線3の切断予定位置
を机上計算により求め、宙乗機等を利用して送電
線3上に移動して該当位置へ仮マーキング5を施
す。仮マーキング5は2色のビニールテープをつ
き合わせて巻くか、または重ね巻きしてその変色
点を測定点とする。 In Fig. 1, 1 and 1' indicate the existing steel towers, and the insulators 2 and 2 of these existing steel towers 1 and 1'
A power transmission line 3 is installed between 2'. Install a new cut-in tower 4 between the existing towers 1 and 1', and connect the existing tower 1.
When using the power transmission line 3 to connect the cable between the cable tower 4 and the cut-in tower 4, and between the cut-in tower 4 and the existing tower 1',
In the present invention, first, the planned cutting position of the power transmission line 3 is determined by a desk calculation, and a spacecraft or the like is used to move onto the power transmission line 3, and a temporary marking 5 is applied to the corresponding position. The temporary marking 5 is made by wrapping two colored vinyl tapes against each other or by overlapping them and using the point of discoloration as the measurement point.
次に光波測距儀本体6を、既設鉄塔1,1′の
径間中央付近に設置し、ミラーを既設鉄塔1,
1′のアームの先端で碍子連を取り付けてあるボ
ルト孔の中心に設置して、第2図に示すように光
波測距儀本体6とミラー(高支持点A、低支持点
B)間の距離l1,l2,仰角θ1,θ2および水平
角βを測定し、これらの測定結果から()式お
よび()式により水平径間長Sおよび高低差h
を算出する。 Next, the light wave rangefinder body 6 is installed near the center of the span of the existing steel towers 1, 1', and the mirror is installed near the center of the span of the existing steel towers 1, 1'.
Install it at the center of the bolt hole where the insulator chain is attached at the tip of the arm 1', and connect it between the light wave rangefinder main body 6 and the mirror (high support point A, low support point B) as shown in Figure 2. The distances l 1 , l 2 , elevation angles θ 1 , θ 2 and horizontal angle β are measured, and from these measurement results, the horizontal span length S and height difference h can be calculated using equations () and ().
Calculate.
h=h1−h2=l1sinθ1−l2Sinθ2
……(2)
ここで、h1,h2は、支持点A,Bとこの支持点
の投影点A′,B′間の距離を示しいる。 h = h 1 - h 2 = l 1 sin θ 1 - l 2 Sin θ 2 ... (2) Here, h 1 and h 2 are the distance between support points A and B and projection points A' and B' of these support points. It shows the distance.
次に碍子の径間中央側先端に高精度の張力計を
取り付けるか精密測量機器を使用して電線弛度を
測定し、以下の如くして、径間全体の送電線3の
実長Lを算出する。 Next, attach a high-precision tension meter to the tip of the insulator on the center side of the span or use precision surveying equipment to measure the wire sag, and calculate the actual length L of the power transmission line 3 for the entire span as follows. calculate.
一般に架空送電線はカテナリー曲線をとるの
で、送電線のなす曲線の形は、
y=Ccoshx/c+K2……(3)
で表わされる。ここで、Cは水平張力(T)の電
線単位状量(W)に対する比、K2は積分定数を
示している。(3)式は電線の最低点においてはx=
Oでy=C+K2となる。 Since overhead power transmission lines generally take a catenary curve, the shape of the curve formed by the transmission line is expressed as y=Ccoshx/c+K 2 (3). Here, C is the ratio of the horizontal tension (T) to the wire unit quantity (W), and K 2 is the integral constant. Equation (3) is x = at the lowest point of the wire
At O, y=C+K 2 .
したがつて、電線の最低点Cの座標を丁度y=
Cとなるように選定すれば、K2=Oとなるので
(3)式は、
y=Ccoshx/c………(4)
となる。 Therefore, the coordinates of the lowest point C of the wire are exactly y=
If selected so that C, then K 2 = O, so
Equation (3) becomes y=Ccoshx/c (4).
また、電線の最低点Cより任意の点までの電線
実長lの一般式および高低差がない場合の支持点
間の電線実長Loの一般式は、それぞれ(5)式およ
び(6)式で表わされる。 In addition, the general formula for the actual length l of the wire from the lowest point C to any point, and the general formula for the actual length Lo of the wire between supporting points when there is no height difference, are equations (5) and (6), respectively. It is expressed as
l=Csinhx/c……(5)
Lo=2CsinhS/2c……(6)
したがつて、高低差がある場合の径間全体の電
線の実長Lは、高支持点Aと最低点C間の水平距
離をm、低支持点Bと最低点C間の水平距離をn
とすれば、
L=Csinhm/c+Csinhn/c……(7)
で表わされる。 l=Csinhx/c...(5) Lo=2CsinhS/2c...(6) Therefore, when there is a difference in height, the actual length L of the wire for the entire span is between the high support point A and the lowest point C. The horizontal distance between the lowest support point B and the lowest point C is n.
Then, it is expressed as L=Csinhm/c+Csinhn/c...(7).
一方、支持点AB間の高低差hは(8)式で表わさ
れる。 On the other hand, the height difference h between the support points AB is expressed by equation (8).
h=Ccoshm/c−Ccoshn/c……(8)
したがつて、この(8)式および前述の(6)式を(7)式
に代入して整理すると、径間全体の電線実長L
は、
L=√2+2……(9)
で表わされる。 h=Ccoshm/c-Ccoshn/c...(8) Therefore, by substituting this equation (8) and the above-mentioned equation (6) into equation (7), the actual wire length L of the entire span can be calculated.
is expressed as L=√ 2 + 2 ...(9).
ここで、電線実線Lを
L≒√2+2としてその近似値を求めることもで
きるが、かかる電線実長の近似値は10万分の1の
高精度で架線を行うプレハブ架線に適用できない
難点がある。 Here, it is also possible to obtain an approximate value for the actual wire L by setting L≒√ 2 + 2 , but there is a drawback that such an approximate value of the actual wire length cannot be applied to prefabricated overhead wires that are constructed with a precision of 1/100,000. be.
なお、以上のカテナリー式の誘導式の詳細につ
いては、例えば、竹下英世著、昭和28年11月25日
電力社発行の「架空送電線の弛度」にも記載され
ている。 The details of the above-mentioned catenary type induction type are also described in, for example, ``Sagness of Overhead Power Transmission Lines,'' written by Hideyo Takeshita and published by the Electric Power Company on November 25, 1950.
ところで、高支持点Aから仮マーキング5の測
定点Mまで、および低支持点Bから仮マーキング
5の測定点Mまでの水平距離は(10)〜(13)式により
求めることができる。 By the way, the horizontal distances from the high support point A to the measurement point M of the temporary marking 5 and from the low support point B to the measurement point M of the temporary marking 5 can be determined using equations (10) to (13).
α1=cos-1(l1′2+S2−l2′2/2・l1′
・S)…(10)
α2=cos-1(l2′2+S2−l1′2/2・l2′
・S)…(11)
A′M′=′・sinβ′/sinα1………(12)
B′M′=′・sin(β−β′)/sinα2……
(13)
ただし、′=l1′・sinα1/sin(α1+
β′)である。α 1 = cos -1 (l 1 ′ 2 + S 2 −l 2 ′ 2 /2・l 1 ′
・S)...(10) α 2 = cos -1 (l 2 ′ 2 +S 2 −l 1 ′ 2 /2・l 2 ′
・S)…(11) A′M′=′・sinβ′/sinα 1 ………(12) B′M′=′・sin(β−β′)/sinα 2 ……
(13) However, ′=l 1 ′・sinα 1 /sin(α 1 +
β′).
一方、高支持点Aと仮マーキング5の測定点M
との高低差(△HA)および低支持点Bと仮マー
キング5の測定点Mとの高低差(△HB)は、高
支持点A、測定点Mおよび低支持点BのY座標を
それぞれYA,YMおよびYBとすれば、(14)式お
よび(15)式で表わされる。 On the other hand, high support point A and measurement point M of temporary marking 5
The height difference (△H A ) between the low support point B and the measurement point M of the temporary marking 5 (△H B ) is the Y coordinate of the high support point A, the measurement point M, and the low support point B. Letting Y A , Y M and Y B be respectively expressed by equations (14) and (15).
△HA=YA−YM……(14)
△HB=YB−YM……(15)
なお、上式のYAおよびYBは(2)式のh1,h2に相
当し、またYMは(4)式に測定点Mのx座標すなわ
ち(12)式を代入することにより求めることができ
る。 △H A = Y A − Y M ……(14) △H B = Y B − Y M ……(15) In addition, Y A and Y B in the above formula are replaced by h 1 and h 2 in formula (2). Y M can be obtained by substituting the x-coordinate of the measurement point M, that is, the equation (12), into the equation (4).
したがつて、AM間の電線実長LAMおよびBM
間の電線実長LBMは、AM間の水平距離をLOA
M、BM間の水平距離をLOBMとすれば、(8)式の
誘導式と同様にそれぞれ(16)式および(17)式で表
わすことができる。 Therefore, the actual wire length L between AM and BM
The actual length of the wire between L BM is the horizontal distance between AM and L OA
If the horizontal distance between M and BM is L OBM , it can be expressed by equations (16) and (17), respectively, similar to the induction equation of equation (8).
LAM√OAM 2+△A 2……(16)
LBM√OBM 2+△B 2……(17)
このようにして、AM間およびBM間の電線実
長LAM,LBMを高精度で求める一方、既設鉄塔
1,1′間へ割込み鉄塔4を建設し、光波測距儀
本体6を用いて前述した方法により既設鉄塔1,
1′との支持点間距離を求め、電線実長LAM、LB
Mを算出したと同一条件により、高支持点Aまた
は低支持点Bから仮マーキング5を施した位置ま
での送電線3の実長LAM′またはLBM′を求める。
そうすると、上記電線実長の差△l=LAM′−LA
Mまたは△l=LBM′−LBMが仮マーキング5の測
定点Mから切断点までの距離であるから、仮マー
キング5の測定点Mから△lだけ離れた位置で電
線を切断し、常法によりクランプ圧縮すれば、そ
のまま割込み鉄塔4へ架設をすることができる。 L AM √ OAM 2 +△ A 2 ...(16) L BM √ OBM 2 +△ B 2 ...(17) In this way, the actual wire lengths L AM and L BM between AM and BM can be determined with high precision. At the same time, an intervening steel tower 4 is constructed between the existing steel towers 1 and 1', and the existing steel towers 1,
1' and the distance between the support points, and the actual wire lengths L AM and L B
The actual length L AM ′ or L BM ′ of the power transmission line 3 from the high support point A or the low support point B to the position where the temporary marking 5 is applied is determined under the same conditions as those used for calculating M.
Then, the difference in the actual length of the wire △l=L AM '-L A
M or △l=L BM '-L BM is the distance from the measurement point M of the temporary marking 5 to the cutting point, so cut the wire at a position △l away from the measurement point M of the temporary marking 5, and If it is clamped and compressed using the method, it can be directly installed on the interruption tower 4.
以上の説明からも明らかなように、本発明によ
れば高精度(1/104)の電線計尺が架線状態で行
なわれるため、送電線を地上へ下ろして計尺する
必要がなくなり、大幅な省力化および工期の短縮
が可能となり、しかも電線を地上に下ろす際の傷
の発生を避けることができる。 As is clear from the above explanation, according to the present invention, high-precision (1/10 4 ) measurement of electric wires is carried out in the overhead line state, which eliminates the need to lower the transmission lines to the ground and measure them. This makes it possible to save labor and shorten the construction period, and also avoids damage when lowering the wires to the ground.
なお、本発明の方法は、電線サイズ、径間長に
関係なく既設送電線をそのまま別用してプレハブ
架線を行う全ての場合に適用可能である。 Note that the method of the present invention is applicable to all cases where existing power transmission lines are reused as they are to construct prefabricated overhead lines, regardless of wire size or span length.
第1図は本発明のプレハブ架線の説明図、第2
図はその原理図である。
1,1′……既設鉄塔、2,2′……碍子連、3
……送電線、4……割込み鉄塔。
Fig. 1 is an explanatory diagram of the prefabricated overhead wire of the present invention;
The figure shows the principle. 1, 1'...Existing steel tower, 2, 2'...Insulator chain, 3
...Power lines, 4...Interrupting steel towers.
Claims (1)
を新設し、前記送電線を用いて既設鉄塔と割込み
鉄塔間へプレハブ架線をするにあたり、前記送電
線の切断予定位置近傍へ仮マークを施こすと共に
高精度の測量機器を地上へ設置し、又はこれに更
に高精度の張力計を既設送電線と既設鉄塔間へ取
り付けて、既設鉄塔の支持点間および既設鉄塔の
支持点と仮マーク間の距離、高低差、電線張力等
の既設鉄塔の支持点と仮マーク間の送電線の実長
を求めるのに必要な諸元を高精度で測定し、これ
らの測定結果をもとに既設鉄塔と仮マーク間の電
線実長を求める一方、既設鉄塔間へ割込み鉄塔を
新設して既設鉄塔と割込み鉄塔の支持点間の距離
を地上に設置した高精度の測量機器により測定
し、この測定結果と前記既設鉄塔の支持点間およ
び既設鉄塔の支持点と仮マーク間の高精度で測定
された諸元をもとに既設鉄塔と割込み鉄塔の支持
点間へ架設されるべき送電線実長を求め、この送
電線実長をもとに前記仮マーク位置から送電線の
切断位置を計尺して送電線を切断することを特徴
とする既設送電線を用いたプレハブ架線方法。1. When constructing a new cut-in tower between existing towers on which transmission lines have been erected, and installing prefabricated overhead lines between the existing tower and the cut-in tower using the above-mentioned transmission line, a temporary mark is placed near the planned cutting position of the above-mentioned power transmission line. At the same time, high-precision surveying equipment will be installed on the ground, or a high-precision tension meter will be installed between the existing power transmission lines and the existing towers to measure the distance between the support points of the existing towers and between the support points of the existing towers and temporary marks. The specifications necessary to determine the actual length of the transmission line between the support point of the existing tower and the temporary mark, such as distance, height difference, and wire tension, are measured with high accuracy, and based on these measurement results, the specifications of the existing tower and wire tension are measured. While finding the actual length of the wire between the temporary marks, we installed a new cut-in steel tower between the existing steel towers, measured the distance between the existing tower and the support point of the cut-in tower using high-precision surveying equipment installed on the ground, and compared this measurement result with Based on the specifications measured with high precision between the support points of the existing tower and between the support points of the existing tower and temporary marks, calculate the actual length of the transmission line to be constructed between the support points of the existing tower and the cut-in tower. A prefabricated overhead line method using an existing power transmission line, characterized in that the power transmission line is cut by measuring the cutting position of the power transmission line from the temporary mark position based on the actual length of the power transmission line.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9826180A JPS5725108A (en) | 1980-07-18 | 1980-07-18 | Prefabricated aerial wire installing method using existing transmission line |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9826180A JPS5725108A (en) | 1980-07-18 | 1980-07-18 | Prefabricated aerial wire installing method using existing transmission line |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5725108A JPS5725108A (en) | 1982-02-09 |
| JPS6118403B2 true JPS6118403B2 (en) | 1986-05-12 |
Family
ID=14215001
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9826180A Granted JPS5725108A (en) | 1980-07-18 | 1980-07-18 | Prefabricated aerial wire installing method using existing transmission line |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5725108A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5597483B2 (en) * | 2010-08-27 | 2014-10-01 | 株式会社Tlc | Transfer method for existing large-diameter wires |
| JP7074043B2 (en) * | 2018-12-17 | 2022-05-24 | 日本電信電話株式会社 | Equipment status detector, equipment status detection method, and program |
-
1980
- 1980-07-18 JP JP9826180A patent/JPS5725108A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5725108A (en) | 1982-02-09 |
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