JPH0332693Y2 - - Google Patents
Info
- Publication number
- JPH0332693Y2 JPH0332693Y2 JP1984045834U JP4583484U JPH0332693Y2 JP H0332693 Y2 JPH0332693 Y2 JP H0332693Y2 JP 1984045834 U JP1984045834 U JP 1984045834U JP 4583484 U JP4583484 U JP 4583484U JP H0332693 Y2 JPH0332693 Y2 JP H0332693Y2
- Authority
- JP
- Japan
- Prior art keywords
- arm
- tension
- support shaft
- conductor
- hole
- 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
- Suspension Of Electric Lines Or Cables (AREA)
Description
【考案の詳細な説明】
本考案は送電電圧が2万〜6万V程度の比較的
小サイズの送電線(需要家線路)を張設する送電
柱の耐張碍子装置取付用アームに関するものであ
る。[Detailed description of the invention] This invention relates to an arm for attaching a tension insulator device to a power transmission pole on which a relatively small-sized power transmission line (customer line) with a transmission voltage of about 20,000 to 60,000 V is installed. be.
一般にこの種の従来アームは支柱に一体的に取
付けられていた。これがため、左右両径間の導体
張力に差が生じると、その差張力が軽減されない
ままアーム及び支柱に曲げモーメントとして働く
ことになる。よつて、従来のアーム及び支柱は差
張力発生原因となる導体に加わる風圧、着氷雪そ
の他の変動荷重を考慮した安全率の高い設計とな
つており、このため送電柱が大型で製作費が高騰
する難点があつた。これに対し、アームを2本の
棒状碍子と連結金具で構成し、これを鉄塔に線路
方向にのみ枢動できるようにしたもの(実公昭41
−5718号公報)が提案されている。しかしなか
ら、このものではアームの振り切れにより電線が
鉄塔に異常接近する危険があつた。 Conventional arms of this type have generally been integrally attached to a column. Therefore, if a difference occurs in the conductor tension between the left and right spans, the difference in tension will act as a bending moment on the arm and the support column without being reduced. Therefore, conventional arms and poles are designed with a high safety factor, taking into account variable loads such as wind pressure, icing and snow that are applied to the conductor that cause differential tension, and as a result, transmission poles are large and manufacturing costs are high. There was a problem with that. On the other hand, the arm is made up of two rod-shaped insulators and a connecting fitting, and the arm can be pivoted to the steel tower only in the direction of the railway line (Jikko Sho 41).
-5718 Publication) has been proposed. However, with this one, there was a risk that the electric wire could come abnormally close to the steel tower if the arm broke off.
本考案は前記の点に鑑み、アームに曲げモーメ
ント軽減機能をもたせると共に、電線と支柱との
異常接近を解消できる送電柱の揺動アームを提供
することを目的としている。 In view of the above-mentioned points, an object of the present invention is to provide a swinging arm for a power transmission pole that can provide the arm with a bending moment reducing function and eliminate abnormal proximity between the wire and the pole.
この目的を達成するため本考案においては、先
端部両側にそれぞれ耐張碍子装置を取付けるよう
にしたアームをその基部に設ける上下二つの支軸
により支柱に左右回動可能に取付け、両支軸はア
ーム突出方向にオフセツト量をとり、アーム先端
寄りの支軸を取付ける孔を支柱寄りの支軸の軸線
を円弧中心とする所定長の円弧孔に形成したこと
を特徴とするものである。 In order to achieve this purpose, in the present invention, an arm with tension insulators attached to both sides of the tip is attached to the column so as to be rotatable left and right by means of two upper and lower spindles provided at its base. It is characterized in that an offset amount is taken in the direction in which the arm protrudes, and the hole for attaching the support shaft near the tip of the arm is formed into an arcuate hole of a predetermined length with the axis of the support shaft near the column as the center of the arc.
以下本考案を図面に示す実施例に基づいて説明
する。支柱1の上下にそれぞれ一対のフランジ
2,2を突設し、これら一対のフランジ2,2に
アーム3の基部上下に設けた軸受部4,5を嵌挿
し支軸6,7によりフランジ2,2に左右回動可
能に取付けている。支軸6と支軸7は、アーム突
き出し方向においてオフセツト量△Lをとり、実
施例では支軸6を支軸7より前方に位置せしめ、
支軸6を嵌めるフランジ2の孔は支軸7の軸線を
円弧中心とする円弧孔8となし、この円弧孔8
は、アーム3の回動によつて導体が支柱1に異常
接近しない長さに選定し、アーム旋回角を制限し
ている。 The present invention will be described below based on embodiments shown in the drawings. A pair of flanges 2, 2 are provided on the top and bottom of the support column 1, respectively, and bearing parts 4, 5 provided on the top and bottom of the base of the arm 3 are fitted into these pair of flanges 2, 2, and the flanges 2, 2 are fitted with the support shafts 6, 7. 2, it is attached so that it can rotate left and right. The support shaft 6 and the support shaft 7 have an offset amount ΔL in the arm protrusion direction, and in the embodiment, the support shaft 6 is positioned in front of the support shaft 7,
The hole of the flange 2 into which the support shaft 6 is fitted is a circular arc hole 8 whose arc center is the axis of the support shaft 7.
The length of the conductor is selected to prevent the conductor from approaching the pillar 1 abnormally due to the rotation of the arm 3, and the arm rotation angle is limited.
尚、アーム3は本実施例では軸受部5を設けた
下部梁9と軸受部4を設けた上部梁10とを先端
部で連結材を介して連結すると共に、リブ14で
補強しており、先端部下面には両側に耐張碍子装
置取付孔11を穿設した連結板12と緊線用金具
13とを固着してある。 In addition, in this embodiment, the arm 3 has a lower beam 9 provided with the bearing portion 5 and an upper beam 10 provided with the bearing portion 4, which are connected at the tip via a connecting member, and are reinforced with ribs 14. A connecting plate 12 having tension-resistant insulator device mounting holes 11 bored on both sides and a tension fitting 13 are fixed to the lower surface of the tip.
本実施例は前記するような構成であるから、連
結板12の両側に耐張碍子装置(図示せず)を介
して導体を張設した状態において、連結板12に
作用する左右の導体張力が等しいときにはアーム
に曲げモーメントが作用せず、従つて、アーム3
は静止状態にある。いま、第2図において例えば
右側導体の張力が左側導体の張力より大となり、
その差張力でアーム3が図において右方へ回転す
る場合、上部梁10に取付けた支軸7は円弧孔8
上を摺動する。この右回転により、右側導体は弛
緩して張力が減少し、左側導体は引張されて張力
が増大するので差張力は逓減する。従つて、通常
の場合支軸6が円弧孔8の端縁に当接する前にア
ーム3は停止する。また、差張力が大きいために
アーム3が回転を続けても、支軸6が円弧孔8端
に当接するとアーム3の回転は止まるから、アー
ム振り切れの問題がなくなり、支柱と導体との異
常接近を確実に防止できる。 Since this embodiment has the above-mentioned configuration, when the conductors are stretched on both sides of the connecting plate 12 via tension-resistant insulators (not shown), the tension of the left and right conductors acting on the connecting plate 12 is reduced. When they are equal, no bending moment acts on the arm, so arm 3
is at rest. Now, in Figure 2, for example, the tension on the right conductor is greater than the tension on the left conductor,
When the arm 3 rotates to the right in the figure due to the differential tension, the support shaft 7 attached to the upper beam 10 is rotated through the arc hole 8.
slide on top. As a result of this clockwise rotation, the right conductor is relaxed and its tension decreases, and the left conductor is stretched and its tension increases, so that the differential tension gradually decreases. Therefore, in the normal case, the arm 3 stops before the support shaft 6 comes into contact with the edge of the circular arc hole 8. In addition, even if the arm 3 continues to rotate due to the large differential tension, the rotation of the arm 3 will stop when the support shaft 6 comes into contact with the end of the arcuate hole 8, eliminating the problem of the arm swinging out and preventing abnormalities between the support and the conductor. Access can be reliably prevented.
以上は右側導体張力が左側導体張力より大きい
場合であつたが、左側導体張力が右側導体張力よ
り大きい場合でも、アーム回転方向が逆になるだ
けで、前述したと同様の作用が得られる。 The above case was for the case where the right conductor tension was greater than the left conductor tension, but even when the left conductor tension is greater than the right conductor tension, the same effect as described above can be obtained by simply reversing the arm rotation direction.
尚、本実施例では支軸7に対し支軸6をアーム
先端寄りに配置したが、この配置関係を逆にして
下部のフランジ2に支軸7が摺動する円弧孔を形
成してもよい。 In this embodiment, the support shaft 6 is arranged closer to the arm tip than the support shaft 7, but this arrangement may be reversed to form an arcuate hole in the lower flange 2 in which the support shaft 7 slides. .
以上説明したように本考案によれば、アームを
支柱に左右回動可能に取付ける上下二つの支軸は
アーム突出方向にオフセツト量をとつており、ア
ーム先端寄りの支軸を取付ける孔は支柱寄りの支
軸の軸線を円弧中心とする所定長の円弧孔に形成
しているので、左右両径間に導体張力差が生じる
と、その差張力を軽減する方向にアームが回転し
曲げモーメントを軽減ないし解消することができ
ると共に、このアームの回転は支軸が円弧孔端に
達すると停止するので、導体の支柱への異常接近
を確実に防止できる実益がある。 As explained above, according to the present invention, the two upper and lower support shafts for attaching the arm to the column so as to be rotatable left and right have an offset amount in the arm protrusion direction, and the hole for attaching the support shaft closer to the tip of the arm is located closer to the column. The shaft is formed into an arc hole of a predetermined length with the axis of the support shaft as the center of the arc, so when a difference in conductor tension occurs between the left and right spans, the arm rotates in the direction to reduce the difference in tension, reducing the bending moment. In addition, since the rotation of the arm stops when the support shaft reaches the end of the circular arc hole, there is the practical benefit of reliably preventing abnormal approach of the conductor to the pillar.
図面は本考案の実施例を示すものであつて、第
1図は側面図、第2図は平面図である。
1……支柱、3……アーム、6,7……支軸、
8……円弧孔、11……耐張碍子装置取付孔。
The drawings show an embodiment of the present invention, with FIG. 1 being a side view and FIG. 2 being a plan view. 1... Support column, 3... Arm, 6, 7... Support shaft,
8...Circular hole, 11...Tension-resistant insulator device mounting hole.
Claims (1)
ようにしたアームをその基部に設ける上下二つの
支軸により支柱に左右回動可能に取付け、両支軸
はアーム突出方向にオフセツト量をとり、アーム
先端寄りの支軸を取付ける孔を支柱寄りの支軸の
軸線を円弧中心とする所定長の円弧孔に形成した
ことを特徴とする送電柱の揺動アーム。 An arm with tensile insulators attached to both sides of the tip is attached to the column so that it can rotate left and right by means of two upper and lower spindles provided at its base.Both spindles are offset in the direction of arm protrusion, and 1. A swinging arm for a power transmission pole, characterized in that a hole for attaching a supporting shaft closer to the pillar is formed as an arcuate hole of a predetermined length with the axis of the supporting shaft closer to the pillar as the center of the arc.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4583484U JPS60157861U (en) | 1984-03-29 | 1984-03-29 | Swing arm of power transmission pole |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4583484U JPS60157861U (en) | 1984-03-29 | 1984-03-29 | Swing arm of power transmission pole |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS60157861U JPS60157861U (en) | 1985-10-21 |
| JPH0332693Y2 true JPH0332693Y2 (en) | 1991-07-11 |
Family
ID=30559676
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4583484U Granted JPS60157861U (en) | 1984-03-29 | 1984-03-29 | Swing arm of power transmission pole |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS60157861U (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS60226974A (en) * | 1984-04-25 | 1985-11-12 | 日立電線株式会社 | Iron tower for transmission cable |
| JP2007006662A (en) * | 2005-06-27 | 2007-01-11 | Chugoku Electric Power Co Inc:The | Joint use arm metal for telephone pole |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS53148291U (en) * | 1977-04-28 | 1978-11-21 |
-
1984
- 1984-03-29 JP JP4583484U patent/JPS60157861U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS60157861U (en) | 1985-10-21 |
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