JPH11127532A - Arm device for steel tower - Google Patents
Arm device for steel towerInfo
- Publication number
- JPH11127532A JPH11127532A JP9304909A JP30490997A JPH11127532A JP H11127532 A JPH11127532 A JP H11127532A JP 9304909 A JP9304909 A JP 9304909A JP 30490997 A JP30490997 A JP 30490997A JP H11127532 A JPH11127532 A JP H11127532A
- Authority
- JP
- Japan
- Prior art keywords
- arm
- tower
- steel tower
- power transmission
- tension
- 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.)
- Pending
Links
Landscapes
- Suspension Of Electric Lines Or Cables (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は送電鉄塔に関し、特
に、電線の絶縁・支持構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a power transmission tower, and more particularly, to an electric wire insulation and support structure.
【0002】[0002]
【従来の技術】周知のように、比較的電圧の低い送電の
場合、図5に示すような構造の懸垂鉄塔が用いられる。
即ち、6万ボルト用に設計される同懸垂鉄塔Aはアング
ル材等で構築されるもので、その上部には、ラーメン剛
性構造とされる複数のアームa1 〜a4 が構成され、こ
れらのアームa1 〜a4 の先端に懸垂がいしB1 〜B4
を介して電線幅Wを保った電線C1 ,C2 がそれぞれ懸
垂される。2. Description of the Related Art As is well known, in the case of power transmission with a relatively low voltage, a suspension tower having a structure as shown in FIG. 5 is used.
That is, the suspension tower A designed for 60,000 volts is constructed of an angle material or the like, and a plurality of arms a 1 to a 4 having a rigid rigid frame structure are formed on an upper portion thereof. arm a 1 suspended on the tip of ~a 4 insulators B 1 .about.B 4
, The electric wires C 1 and C 2 having the electric wire width W are suspended, respectively.
【0003】[0003]
【発明が解決しようとする課題】つまり、このような構
造の懸垂鉄塔Aにあっては、アームa1 〜a4 の長さで
必要な線路幅Wを維持しかつ懸垂がいしB1 〜B4 の仮
想線で示す振れで鉄塔に加わる電線C1 ,C2 からの不
平衡な張力を吸収する構造のため、鉄塔自体の必要剛性
が小さく、線路幅が比較的少なくてすむ利点があるけれ
ども、懸垂がいしB1 〜B4 のみにより電線を絶縁する
構造であるので、6万ボルトの線路を154KVに昇圧
することができない問題がある。[SUMMARY OF THE INVENTION That is, in the suspension tower A in such a structure, keeping the line width W required length of the arm a 1 ~a 4 and suspension insulators B 1 .about.B 4 Since the structure absorbs the unbalanced tension from the electric wires C 1 and C 2 applied to the tower due to the swing shown by the imaginary line, the required rigidity of the tower itself is small and the line width is relatively small. Since the electric wire is insulated only by the suspension insulators B 1 to B 4, there is a problem that a 60,000 volt line cannot be boosted to 154 KV.
【0004】本発明の目的は、以上に述べたような従来
の懸垂鉄塔の問題に鑑み、送電鉄塔に加わる電線からの
張力を充分に吸収でき、従来の線路幅でよく、昇圧する
ことが出来る鉄塔アーム装置を得るにある。SUMMARY OF THE INVENTION In view of the above-mentioned problems of the conventional suspension tower, the object of the present invention is to sufficiently absorb the tension from the electric wire applied to the power transmission tower, to use the conventional line width, and to boost the voltage. To get the tower arm device.
【0005】[0005]
【課題を解決するための手段】この目的を達成するた
め、本発明は、送電鉄塔との間に三角形を形成する上部
アーム及び下部アームから構成される2組の剛性トラス
を、前記送電鉄塔の略垂直方向の基部ヒンジ軸を中心に
回動可能な状態として送電鉄塔に支持し、前記下部アー
ムの基部間の距離よりも短い連結アームで各上部アーム
と下部アームとの間の交差部をヒンジ接手し、この連結
アームの両端部にそれぞれ耐張がいしを介して電線の対
応端部を繋ぎ、前記連結アーム及び両耐張がいしを迂回
するジャンパ線で前記電線の前記対応端部を結合した鉄
塔アーム装置を提案するものである。SUMMARY OF THE INVENTION To this end, the present invention provides two sets of rigid trusses comprising an upper arm and a lower arm forming a triangle with a power transmission tower. The power transmission tower is supported in a rotatable state about a substantially vertical base hinge axis, and the intersection between each upper arm and the lower arm is hinged with a connecting arm shorter than the distance between the bases of the lower arms. A steel tower which is connected to the corresponding ends of the electric wires via tensile insulators at both ends of the connecting arm, respectively, and the corresponding ends of the electric wires are connected by jumper wires which bypass the connecting arm and both the tensile insulators. An arm device is proposed.
【0006】後述する本発明の好ましい実施例の説明に
おいては、 1)前記下部アームは略水平方向に延長されると共に、前
記上部アームはその基部から斜め下方に下降されて、略
直角三角形の剛性トラスを構成する構造、 2)前記ジャンパ線は、その中間部と送電鉄塔との間を斜
め方向に連結する間隔がいしで略水平状態に保たれる構
造、 3)前記耐張がいし及び間隔がいしの少なくとも一方は、
コンポジットがいしで構成される構造が説明される。In the following description of a preferred embodiment of the present invention, 1) the lower arm is extended in a substantially horizontal direction, and the upper arm is lowered obliquely downward from a base thereof to form a rigid body having a substantially right triangle shape. 2) The jumper line is a structure that is maintained in a substantially horizontal state with an interval insulator that connects the intermediate portion and the transmission tower in an oblique direction. 3) The tension insulator and the interval insulator. At least one is
A structure composed of a composite insulator is described.
【0007】[0007]
【実施例】以下、図1から図4について本発明の実施例
の詳細を説明する。図1は本発明を施した送電鉄塔1の
上部を示し、同送電鉄塔1の左右には本発明による4基
の鉄塔アーム装置2A,2B,2C,2Dが取り付けら
れ、各鉄塔アーム装置2A,2B,2C,2Dにより電
線3A,3B,3C,3Dが引留架設される。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below in detail with reference to FIGS. FIG. 1 shows the upper part of a power transmission tower 1 to which the present invention has been applied. Four tower arm devices 2A, 2B, 2C and 2D according to the present invention are mounted on the left and right of the power transmission tower 1, respectively. The electric wires 3A, 3B, 3C, 3D are suspended by the 2B, 2C, 2D.
【0008】即ち、各鉄塔アーム装置2A,2B,2
C,2Dの構造は同一であるので、右上部の鉄塔アーム
装置2Aで全体を代表させて説明すると、同鉄塔アーム
装置2Aは2組の剛性トラスを構成する下部アーム4及
び上部アーム5を備えている。図示実施例の場合、略垂
直方向の基部ヒンジ軸6a,6bで基部を送電鉄塔1に
結合される下部アーム4及び上部アーム5は、略直角三
角形の剛性トラスを構成するもので、下部アーム4は略
水平方向に延長されると共に、同下部アーム4の先端に
は基部ヒンジブラケット6で結合された基部から斜め下
方に延長された上部アーム5の先端が交差してある。That is, each of the tower arm devices 2A, 2B, 2
Since the structures of C and 2D are the same, the tower tower arm device 2A at the upper right will be described as a whole as a representative. ing. In the case of the illustrated embodiment, the lower arm 4 and the upper arm 5 whose bases are connected to the power transmission tower 1 with the base hinge shafts 6a and 6b in the substantially vertical direction constitute a rigid truss having a substantially right-angled triangle. Is extended substantially in the horizontal direction, and the tip of the lower arm 4 intersects the tip of an upper arm 5 that extends diagonally downward from the base joined by a base hinge bracket 6.
【0009】そして、各組の下部アーム4及び上部アー
ム5の先端の間は下部アーム4の基部間の距離L1 より
も短い長さL2 の連結アーム7を用いて互いに連結され
る。即ち、下部アーム4及び上部アーム5の先端及び連
結アーム7の対応端部は略垂直な先端ヒンジ軸8a,8
bによりヒンジ接手されるから、両剛性トラスで構成さ
れた支持部は水平面内で一体的に変形できる。[0009] Then, between the tips of each pair of the lower arm 4 and the upper arm 5 is connected to each other by means of a connecting arm 7 of the distance L 1 is shorter than the length L 2 between the base of the lower arm 4. That is, the distal ends of the lower arm 4 and the upper arm 5 and the corresponding ends of the connecting arm 7 are substantially perpendicular to the distal hinge shafts 8a, 8a.
Since the hinges are connected by b, the support portion formed by the two rigid trusses can be integrally deformed in the horizontal plane.
【0010】また、本発明においては、連結アーム7の
両端部には耐張がいし9a,9bを介して電線3Aの対
応端部3a,3bが引き留められ、これらの対応端部3
a,3b間を繋ぐ円弧状ジャンパ線3cは、長い間隔が
いし10を用いて前記電線3A,3B,3C,3Dと略
同一水平面に保たれる。つまり、この間隔がいし10は
前記下部アーム4の下方のヒンジブラケット11により
基部を送電鉄塔1にピボット支持するもので、その先端
部は前記ジャンパ線3cの中間部に固定金具12を用い
て結合され、同間隔がいし10送電鉄塔1よりジャンパ
線3cと連結アーム7が離間した状態に維持される。In the present invention, the corresponding ends 3a and 3b of the electric wire 3A are retained at both ends of the connecting arm 7 via the tension insulators 9a and 9b, respectively.
The arc-shaped jumper wire 3c connecting between the wires 3a, 3b is maintained in substantially the same horizontal plane as the electric wires 3A, 3B, 3C, 3D by using a long interval insulator 10. In other words, the spacing insulator 10 pivotally supports the base to the power transmission tower 1 by the hinge bracket 11 below the lower arm 4, and the distal end thereof is connected to the middle part of the jumper wire 3c using the fixing bracket 12. At the same interval, the jumper wire 3c and the connecting arm 7 are maintained apart from the power transmission tower 1.
【0011】なお、図示は省略するけれども、図示実施
例の場合、前述した耐張がいし9a,9b及び間隔がい
し10はFRPの外周に絶縁樹脂の沿面放電防止傘を取
り付けたコンポジットがいしで構成するので、全体を安
価に製作できる。Although illustration is omitted, in the case of the illustrated embodiment, the above-described tension insulators 9a and 9b and the spacing insulator 10 are composed of a composite insulator having an insulating resin creeping discharge umbrella attached to the outer periphery of the FRP. , And can be manufactured inexpensively.
【0012】以上の説明から明らかなように、図示実施
例による鉄塔アーム装置においては、架設される電線3
A,3B,3C,3Dは連結アーム7の両側の耐張がい
し9a,9bに引き留められるから、図5に示した従来
の6万ボルト懸垂鉄塔の場合と同一の線路幅Wであって
も、耐張がいし9a,9bの長さの増大のみで15万ボ
ルトといった高電圧にも対応できる。つまり、図示例の
送電鉄塔1は、図5に示した懸垂鉄塔と同一の線路幅と
なるので、線路の用地巾は6万ボルトの場合と同等とな
る。As is apparent from the above description, in the tower arm device according to the illustrated embodiment, the electric wire
Since A, 3B, 3C and 3D are retained by the tension insulators 9a and 9b on both sides of the connecting arm 7, even if the line width W is the same as that of the conventional 60,000 volt suspension tower shown in FIG. It is possible to cope with a high voltage of 150,000 volts only by increasing the length of the tensile insulators 9a and 9b. In other words, the transmission tower 1 in the illustrated example has the same line width as the suspension tower shown in FIG. 5, so that the land width of the line is equivalent to the case of 60,000 volts.
【0013】また、暴風雨時等に電線3Aの対応端部3
a,3bに不均等な張力が作用し3a側が3b側より張
力が大きい場合、下部アーム4、上部アーム5、連結ア
ーム7は、図4に示すように変位するから、不均等な張
力が直接に送電鉄塔1に作用するのが防止される。図4
は図の上方に向かって不均等な張力が電線3Aの対応端
部3aに加わった場合であり、この場合にあっては、下
部アーム4及び上部アーム5は基部ヒンジ軸6a,6b
を中心として反時計方向に回動され、両剛性トラス間が
連結アーム7で結合されているので、同張力の一部が図
の下方側の電線3Aの対応端部3bに加わり、両対応端
部3a,3b間の不均等張力が緩和され、異常張力が送
電鉄塔1に直接に作用されるのが防止されることにな
る。又L2がL1 より短いのでこの変位は一定の所迄で
止まりがいし9bが鉄塔にに衝突することがない。Further, when the storm occurs, the corresponding end 3 of the electric wire 3A may be used.
When the unequal tension is applied to the a and 3b and the 3a side is higher in tension than the 3b side, the lower arm 4, the upper arm 5, and the connecting arm 7 are displaced as shown in FIG. The power transmission tower 1 is prevented from acting on. FIG.
Fig. 4 shows a case where uneven tension is applied to the corresponding end 3a of the electric wire 3A in the upward direction in the figure. In this case, the lower arm 4 and the upper arm 5 are connected to the base hinge shafts 6a and 6b.
And the rigid truss is connected by the connecting arm 7 so that a part of the same tension is applied to the corresponding end 3b of the electric wire 3A on the lower side in the figure, The uneven tension between the portions 3a and 3b is reduced, and the abnormal tension is prevented from being directly applied to the power transmission tower 1. The L 2 since shorter than L 1 This displacement insulator stops at up to a certain place 9b is prevented from impinging on the tower.
【0014】[0014]
【発明の効果】以上の説明から明らかなように、本発明
の鉄塔アーム装置によると、送電鉄塔の線路幅が小さ
く、高電圧の電線を架設できる構造が得られる。即ち、
本発明の鉄塔アーム装置では、線路幅が従来の懸垂鉄塔
と同等で、しかも同懸垂鉄塔を用いて昇圧し送電容量を
増大した送電線路を得ることができる。As is apparent from the above description, according to the tower arm device of the present invention, a structure can be obtained in which the line width of the power transmission tower is small and high-voltage electric wires can be installed. That is,
In the tower arm device of the present invention, it is possible to obtain a transmission line in which the line width is equal to that of the conventional suspension tower, and the power transmission capacity is increased by using the suspension tower.
【図1】本発明を施した送電鉄塔の要部拡大斜視図であ
る。FIG. 1 is an enlarged perspective view of a main part of a transmission tower according to the present invention.
【図2】同送電鉄塔要部の拡大垂直断面図である。FIG. 2 is an enlarged vertical sectional view of a main part of the transmission tower.
【図3】同送電鉄塔要部の拡大水平断面図である。FIG. 3 is an enlarged horizontal sectional view of a main part of the transmission tower.
【図4】偏った張力を受けた場合の図3と同様の図であ
る。FIG. 4 is a view similar to FIG. 3 when receiving a biased tension;
【図5】従来の懸垂鉄塔の要部拡大斜視図である。FIG. 5 is an enlarged perspective view of a main part of a conventional suspension tower.
1 送電鉄塔 2A〜2D 鉄塔アーム装置 3A〜3D 電線 3a,3b 対応端部 3c ジャンパ線 4 下部アーム 5 上部アーム 6 基部ヒンジブラケット 6a,6b 基部ヒンジ軸 7 連結アーム 8a,8b 先端ヒンジ軸 9a,9b 耐張がいし 10 間隔がいし 11 ヒンジブラケット 12 固定金具 DESCRIPTION OF SYMBOLS 1 Transmission tower 2A-2D Tower arm device 3A-3D Electric wire 3a, 3b Corresponding end 3c Jumper wire 4 Lower arm 5 Upper arm 6 Base hinge bracket 6a, 6b Base hinge shaft 7 Connection arm 8a, 8b Tip hinge shaft 9a, 9b Tensile insulator 10 Spacing insulator 11 Hinge bracket 12 Fixing bracket
Claims (4)
アーム及び下部アームから構成される2組の剛性トラス
を、前記送電鉄塔の略垂直方向の基部ヒンジ軸を中心に
回動可能な状態として送電鉄塔に支持し、前記下部アー
ムの基部間の距離よりも短い連結アームで各上部アーム
と下部アームとの間の交差部をヒンジ接手し、この連結
アームの両端部にそれぞれ耐張がいしを介して電線の対
応端部を繋ぎ、前記連結アーム及び両耐張がいしを迂回
するジャンパ線で前記電線の前記対応端部を結合したこ
とを特徴とする鉄塔アーム装置。1. A two-piece rigid truss comprising an upper arm and a lower arm forming a triangle with a power transmission tower is rotatable about a substantially vertical base hinge axis of the power transmission tower. As a support on the transmission tower, the intersection between each upper arm and the lower arm is hinged with a connecting arm shorter than the distance between the bases of the lower arms, and a tension insulator is attached to each end of the connecting arm. And a corresponding end of the electric wire is connected to the corresponding end of the electric wire via a jumper wire that bypasses the connecting arm and both the tension insulators.
ると共に、前記上部アームはその基部から斜め下方に下
降されて、略直角三角形の剛性トラスを構成することを
特徴とする請求項1記載の鉄塔アーム装置。2. The truss according to claim 1, wherein said lower arm extends substantially horizontally and said upper arm is lowered obliquely downward from a base thereof to form a substantially right triangle triangular rigid truss. Tower arm equipment.
塔との間を斜め方向に連結する間隔がいしで略水平状態
に保たれることを特徴とする請求項1または請求項2記
載の鉄塔アーム装置。3. The tower according to claim 1, wherein the jumper line is maintained substantially horizontal by an interval connecting an intermediate portion thereof and a power transmission tower in an oblique direction. Arm device.
とも一方は、コンポジットがいしで構成されることを特
徴とする請求項1から請求項3の何れかひとつに記載の
鉄塔アーム装置。4. The tower arm device according to claim 1, wherein at least one of the tension insulator and the interval insulator is formed of a composite insulator.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9304909A JPH11127532A (en) | 1997-10-20 | 1997-10-20 | Arm device for steel tower |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9304909A JPH11127532A (en) | 1997-10-20 | 1997-10-20 | Arm device for steel tower |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH11127532A true JPH11127532A (en) | 1999-05-11 |
Family
ID=17938770
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9304909A Pending JPH11127532A (en) | 1997-10-20 | 1997-10-20 | Arm device for steel tower |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH11127532A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103953216A (en) * | 2014-03-24 | 2014-07-30 | 朱晓鹏 | Double-circuit power transmission line using V-shaped combined string straight-line towers |
KR20160053730A (en) * | 2012-04-27 | 2016-05-13 | 에이이피 트랜스미션 홀딩 컴파니, 엘엘씨 | High-capacity/efficiency transmission line design |
WO2018019180A1 (en) * | 2016-07-26 | 2018-02-01 | 江苏神马电力股份有限公司 | Cross arm and angle tower and tension support comprising the same |
-
1997
- 1997-10-20 JP JP9304909A patent/JPH11127532A/en active Pending
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20160053730A (en) * | 2012-04-27 | 2016-05-13 | 에이이피 트랜스미션 홀딩 컴파니, 엘엘씨 | High-capacity/efficiency transmission line design |
CN103953216A (en) * | 2014-03-24 | 2014-07-30 | 朱晓鹏 | Double-circuit power transmission line using V-shaped combined string straight-line towers |
CN103953216B (en) * | 2014-03-24 | 2017-12-15 | 朱晓鹏 | A kind of dual loop transmission line that string tangent tower is combined using V-arrangement |
WO2018019180A1 (en) * | 2016-07-26 | 2018-02-01 | 江苏神马电力股份有限公司 | Cross arm and angle tower and tension support comprising the same |
EP3492674A4 (en) * | 2016-07-26 | 2020-05-13 | Jiangsu Shemar Electric Co., Ltd. | Cross arm and angle tower and tension support comprising the same |
US11283254B2 (en) | 2016-07-26 | 2022-03-22 | Shanghai Shemar Power Engineering Co., Ltd | Cross arm and angle tower and tension tower comprising the same |
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