JPS6037681B2 - Transmission line overhead line construction method - Google Patents
Transmission line overhead line construction methodInfo
- Publication number
- JPS6037681B2 JPS6037681B2 JP53154157A JP15415778A JPS6037681B2 JP S6037681 B2 JPS6037681 B2 JP S6037681B2 JP 53154157 A JP53154157 A JP 53154157A JP 15415778 A JP15415778 A JP 15415778A JP S6037681 B2 JPS6037681 B2 JP S6037681B2
- Authority
- JP
- Japan
- Prior art keywords
- wire
- tension
- aluminum stranded
- power transmission
- acsr
- 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
Landscapes
- Electric Cable Installation (AREA)
Description
【発明の詳細な説明】
本発明は送電線、特にACSRのような補強撚線上にア
ルミ撚線層を有する送電線を送電による弛度増加が少し
、ように架線する工法に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a construction method for overhead power transmission lines, particularly power transmission lines having an aluminum stranded wire layer on reinforced stranded wires such as ACSR, so that the increase in sag due to power transmission is minimized.
従来一般に架空送電線は鉄塔間に適度の弛度をもって架
線されている。Conventionally, overhead power transmission lines have generally been installed with a certain degree of slack between the steel towers.
この弛度は架線された送電線の横振れを小さくするため
なるべく小さい方がよいが架空送電線の引張力とのかね
合から弛度も適当な値とされている。そこで架空送電線
の引張力を大きくした桶強撚線上にアルミ漆線層を設け
た送電線、例えばACSRが開発され、低弛度で架線し
ている。しかしながらこのようなACSRでも架線後に
おいてアルミ撚線と鎚心線の両者が張力を負担すると鋼
心のみが張力を負担する場合よりその弛度増加が大きく
なる。そこでACSRを架線した場合鋼心のみが張力を
負担するようにACSRを延線後プレストレスや回転を
与えてアルミ撚線に永久伸びを生じさせるか、ACSR
の延線前に銭心の弾性限界内の張力をACSRに与えて
アルミ撚線に伸びによる余長を与えておき(このように
伸びを与えたACSRは、張力除去後は、その端におい
て鋼心とアルミ撚線との端がそろえられるとともに、中
間においてはアルミ撚線層が鋼心上にルーズに配置され
ている。)、適度の張力で延線し架線している。しかし
ながら前者の方法は特異な工具を必要としまた架線も大
がかりなものとなり、後者の方法では延線前にアルミ撚
線に与えておいた伸びが延線時に金車でしごかれ、伸び
が電線の略全長において均一に分布しなくなったり、電
線の中間にわらいを生じてしまうような不都合が生じる
。本発明はこれに鑑み桶強撚線上にアルミ撚織宴層を有
する送電線、例えばACSRをあらかじめアルミ撚線に
所定長の余長を与え、これを余長以上の伸びを生ずるよ
うな張力で延線し、しかる後延線時の張力以下の張力で
鉄塔に引留め架線するのである。It is preferable that this sag be as small as possible in order to reduce the lateral swing of the overhead power transmission line, but the sag is set to an appropriate value in consideration of the tensile force of the overhead power transmission line. Therefore, power transmission lines, such as ACSR, have been developed in which an aluminum lacquered wire layer is provided on high-strength twisted wires to increase the tensile strength of overhead power transmission lines, and the overhead power lines are installed with low sag. However, even in such an ACSR, if both the aluminum stranded wire and the hammer core wire bear tension after the overhead wire is connected, the increase in sag will be greater than if only the steel core bears tension. Therefore, when ACSR is wired, it is necessary to apply pre-stress or rotation after drawing the ACSR so that only the steel core bears the tension to cause permanent elongation in the aluminum stranded wire.
Before the wire is stretched, a tension within the elastic limit of Senshin is applied to the ACSR to give the aluminum stranded wire an extra length due to elongation. The ends of the core and the aluminum stranded wires are aligned, and the aluminum stranded wire layer is loosely placed on the steel core in the middle), and the wires are stretched and overhead wired with appropriate tension. However, the former method requires special tools and requires a large-scale overhead wire, and in the latter method, the elongation given to the aluminum stranded wire before the wire is stretched is squeezed with a metal wheel during the wire stretching, and the elongation is reduced. This may cause problems such as uneven distribution over substantially the entire length of the wire, or a crack in the middle of the wire. In view of this, the present invention provides a power transmission line having an aluminum woven layer on a strongly twisted wire, such as an ACSR, by giving a predetermined extra length to the aluminum stranded wire in advance, and applying tension to cause the wire to elongate beyond the extra length. The wire is stretched, and then the wire is tied to the tower with a tension less than the tension at the time of wire stretching.
すなわち延線時には大きな張力をもってアルミ撚線と鋼
心に張力を負担させ、架線時には鍵心のみに張力を負担
させるようにして低弛度の架線とするのである。次にこ
れを図面に基づいてさらに詳細に説明する。That is, when the wire is stretched, a large tension is applied to the aluminum stranded wire and the steel core, and when the wire is stretched, only the key core is loaded with tension, thereby creating a wire with low sag. Next, this will be explained in more detail based on the drawings.
技初に、ACSRの延線前に、鋼心の弾性限界内でAC
SRに張力を与え、アルミ撚線層に永久伸びによる余長
△Sを与える。At the beginning of the technique, before ACSR wire extension, AC was applied within the elastic limit of the steel core.
Tension is applied to SR, and extra length ΔS is given to the aluminum stranded wire layer due to permanent elongation.
このような張力を付与する場合にはACSRの端部に延
線クランプなど、適宜にクランプを装着して行なう。し
たがってこのようにアルミ撚線層に余長を与えたACS
Rは、張力除去後はその端において鋼心とアルミ撚線と
の端がそろえられているとともに、中間においてはアル
ミ撚線届が鋼心上にルーズに配置された構造になってい
る。次にこのようにアルミ撚線層に△Sの余長を与えた
ACSRは糸長△S以上の伸びが生ずる張力を与えつつ
、延線する。When applying such tension, a suitable clamp such as a wire clamp is attached to the end of the ACSR. Therefore, an ACS with extra length given to the aluminum stranded wire layer like this
R has a structure in which the ends of the steel core and the aluminum stranded wires are aligned after the tension is removed, and the aluminum strands are loosely arranged on the steel core in the middle. Next, the ACSR in which the aluminum stranded wire layer is given an extra length of ΔS in this manner is drawn while applying a tension that causes an elongation equal to or greater than the yarn length ΔS.
延線に際しては公知の方法、例えばACSRの端部に延
線クランプを取付け、これを引取り器(エンジン車)に
より引取り、延線する。延線張力はドラム場に配置した
延線車によりバックテンションを付加して調整する。延
線終了後においては延線時の張力以下の張力で鉄塔に引
留める。For the wire extension, a known method is used, for example, a wire extension clamp is attached to the end of the ACSR, and the wire is taken up by a take-off device (engine vehicle) and the wire is extended. The wire tension is adjusted by adding back tension using a wire rolling car placed in the drum field. After the wire has been stretched, it is held to the tower with a tension that is less than the tension at the time of wire stretching.
しかしてアルミ撚線に△Sの余長を与えたACSRの架
線張力Tは、鋼心の伸びが△S(このときの張力はT,
)より小さいような張力のときは図に示す1の直線に沿
って鋼心のみが張力を受け、鋼心の伸びが△Sより大き
いような張力の場合は鋼Dとアルミ撚線とが一緒に張力
を受け、この時の張力は直線2に沿ってアルミ撚線の張
力3と鋼心の張力4の和となる。Therefore, the ACSR overhead wire tension T, in which an extra length of △S is given to the aluminum stranded wire, is determined by the elongation of the steel core △S (the tension at this time is T,
) When the tension is smaller than △S, only the steel core receives tension along straight line 1 shown in the figure, and when the tension is such that the elongation of the steel core is greater than △S, the steel D and aluminum strands are applied together. The tension at this time is the sum of the tension 3 of the aluminum stranded wire and the tension 4 of the steel core along the straight line 2.
したがって余長△S以上の伸びを生ずる張力で延線する
とACSRの張力はアルミ撚溝泉と鋼心の両者が負担す
るが、△S以下の伸びしか生じない張力では鋼心のみの
張力負担となり、すなわち延線時にはACSR全体とし
ての張力負担となり、鉄塔に引留めた後の架線時にはア
ルミ撚線は張力を負担せず、鋼心のみの負担となるので
低弛度で架線し得るのである。またこの場合の鋼心の線
膨張係数は11.5×10‐6/℃、アルミ撚線のそれ
は23×10‐6/℃、撚線全体(ACSR)としての
線膨張係数は18〜21×10‐6/℃となるが、T,
以下の張力荷重では11.5×10‐6/。○となり、
燃線としての線膨張係数より小さくなり、電線の温度変
化による伸びも小さく、電線の弛度の増加も4・さし、
。さらにアルミ撚線にあらかじめ与えた余長△Sの長さ
は任意に決定できるが、この△Sは送電線を所定弛度で
鉄塔に引留め架線した後、送電による発熱などによる温
度変化に伴って橘強撚線例えば鋼Dが伸びる量よりも大
きくすることが好ましい。以上説明したように本発明に
よればアルミ撚線に余長を与えた補強撚線上にアルミ撚
線を有する送電線、例えばACSRを余長以上の伸びを
生ずるような大きさの張力で延線するので、桶強撚線と
アルミ撚線とが一緒に張力を受け、アルミ撚線が金車通
過時にしごかれることがなく、架線時には余長に応じた
張力すなわち延線時にはアルミ撚線と鋼心の両者に張力
を負担させるが鉄塔に引留めた後には鋼心のみの張力負
担とするので低弛度架線が簡単に得られる利点がある。Therefore, if the wire is drawn with a tension that causes an elongation of more than the extra length △S, both the aluminum twisted groove spring and the steel core will bear the tension, but if the tension causes an elongation that is less than △S, only the steel core will bear the tension. That is, when the wire is extended, the ACSR as a whole bears the tension, and when the wire is tied to the steel tower, the aluminum stranded wire does not bear the tension, but only the steel core carries the burden, so the wire can be wired with low sag. In addition, the linear expansion coefficient of the steel core in this case is 11.5 x 10-6/℃, that of the aluminum stranded wire is 23 x 10-6/℃, and the linear expansion coefficient of the entire stranded wire (ACSR) is 18 to 21 x 10-6/℃, but T,
The following tension loads are 11.5×10-6/. ○,
The linear expansion coefficient is smaller than that of a hot wire, the wire elongates less due to temperature changes, and the wire sag increases by 4.
. Furthermore, the extra length △S given to the aluminum stranded wire in advance can be arbitrarily determined, but this △S is determined by the temperature change due to heat generated by power transmission after the power transmission line is tied to the tower with a predetermined sag. It is preferable that the amount of elongation is greater than the elongation of the Tachibana strongly twisted wire, for example, steel D. As explained above, according to the present invention, a power transmission line having an aluminum stranded wire, for example, an ACSR, is stretched on a reinforcing stranded wire with an extra length given to the aluminum stranded wire, with a tension large enough to cause the wire to elongate beyond the extra length. As a result, the stranded aluminum wire and the aluminum stranded wire receive tension together, and the aluminum stranded wire is not squeezed when passing through the metal wheel. Both steel cores bear the tension, but after the steel core is tied to the tower, only the steel core bears the tension, so there is an advantage that a low-sag overhead wire can be easily obtained.
図面はACSRの伸びと架線張力との関係を示すグラフ
である。The drawing is a graph showing the relationship between ACSR elongation and overhead wire tension.
Claims (1)
かじめアルミ撚線に所定長の余長を与え、これを余長以
上の延びを生ずるような張力で延線し、しかる後延線時
の張力以下の張力で鉄塔に引留めることを特徴とする送
電線の架線工法。1. A power transmission line having an aluminum stranded wire layer on the reinforcing stranded wire is made by giving a predetermined extra length to the aluminum stranded wire in advance, and stretching the wire with a tension that causes the wire to extend beyond the extra length, and then when the wire is stretched. An overhead line construction method for power transmission lines that is characterized by anchoring them to steel towers with a tension less than or equal to the tension of .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP53154157A JPS6037681B2 (en) | 1978-12-15 | 1978-12-15 | Transmission line overhead line construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP53154157A JPS6037681B2 (en) | 1978-12-15 | 1978-12-15 | Transmission line overhead line construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5583407A JPS5583407A (en) | 1980-06-23 |
| JPS6037681B2 true JPS6037681B2 (en) | 1985-08-28 |
Family
ID=15578078
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP53154157A Expired JPS6037681B2 (en) | 1978-12-15 | 1978-12-15 | Transmission line overhead line construction method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6037681B2 (en) |
-
1978
- 1978-12-15 JP JP53154157A patent/JPS6037681B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5583407A (en) | 1980-06-23 |
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