JPH0237232Y2 - - Google Patents

Info

Publication number
JPH0237232Y2
JPH0237232Y2 JP17745183U JP17745183U JPH0237232Y2 JP H0237232 Y2 JPH0237232 Y2 JP H0237232Y2 JP 17745183 U JP17745183 U JP 17745183U JP 17745183 U JP17745183 U JP 17745183U JP H0237232 Y2 JPH0237232 Y2 JP H0237232Y2
Authority
JP
Japan
Prior art keywords
jumper
insulator
rigid weight
insulators
attached
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
Application number
JP17745183U
Other languages
Japanese (ja)
Other versions
JPS6086030U (en
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 filed Critical
Priority to JP17745183U priority Critical patent/JPS6086030U/en
Publication of JPS6086030U publication Critical patent/JPS6086030U/en
Application granted granted Critical
Publication of JPH0237232Y2 publication Critical patent/JPH0237232Y2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Suspension Of Electric Lines Or Cables (AREA)

Description

【考案の詳細な説明】 本考案は、水平角の大きい耐張鉄塔に適するジ
ヤンパー装置に関するものである。
[Detailed Description of the Invention] The present invention relates to a jumper device suitable for tension towers with large horizontal angles.

近時、送電容量の増大化に伴なつて送電電圧の
超超高圧化と多導体化が進み、その結果碍子装置
が大形化している。
BACKGROUND ART In recent years, as power transmission capacity has increased, the transmission voltage has become increasingly high and the number of conductors has increased, and as a result, insulator devices have become larger.

又、送電線のルートは地理的条件、用地取得上
の問題、およびその他の理由から、ルートの曲折
は避けられないため、必然的に送電線支持鉄塔は
耐張鉄塔が多用されることとなり、そのジヤンパ
ーも大形化している。
Furthermore, due to geographical conditions, land acquisition issues, and other reasons, it is unavoidable that the power transmission line route bends, so it is inevitable that tension towers will be frequently used as transmission line support towers. The jumpers are also getting larger.

このジヤンパーの機能としては、対地絶縁間隔
の確保、横振れ量の抑制、ジヤンパー自体の成型
性あるいは施工性などが要求されるため、これに
応えるものとして吊架式プレハブジヤンパー装置
あるいはパイプ式プレハブジヤンパー装置が提唱
されている。
The functions of this jumper include ensuring a sufficient ground insulation gap, suppressing the amount of lateral vibration, and moldability or workability of the jumper itself. A jumper device has been proposed.

又、鉄塔アームに取り付けられている2つのV
吊碍子装置でジヤンパーを吊る装置は、その機能
はすぐれているが碍子連を多く必要とするという
問題点があつた。特に、超超高圧の碍子装置は1
連の碍子数が多く、又その碍子連を鉄塔へ取り付
ける作業は極めて手数がかかるという問題点があ
つた。
Also, the two Vs attached to the tower arm
Although the device for suspending the jumper using an insulator device has excellent functionality, it has the problem of requiring a large number of insulator chains. In particular, ultra-high voltage insulator equipment is
There was a problem in that the number of insulators in the series was large, and the work of attaching the insulator series to the steel tower was extremely time-consuming.

本考案は、上述の問題点を解決するためなされ
たもので、高価な碍子連の使用個数を減らし、し
かも装置の振れを有効に抑止できると共に、支持
機能の安定が得られ、さらに取り付け作業の手間
が減らせるジヤンパー装置を提供することを目的
とするものである。
The present invention was developed to solve the above-mentioned problems. It reduces the number of expensive insulator chains used, effectively suppresses vibration of the device, stabilizes the support function, and simplifies installation work. The object of the present invention is to provide a jumper device that can reduce labor.

すなわち本考案は、鉄塔アームへ3組の碍子連
を取り付ける3つの取り付け位置を、平面的に略
三角形状に配置し、その各取り付け位置に碍子連
をそれぞれ吊下して、これら各碍子連の下端部に
長柱状の剛性重錘を橋架して連結し、この剛性重
錘にジヤンパーを添設してなるジヤンパー装置で
ある。
In other words, in the present invention, the three mounting positions for attaching the three sets of insulator chains to the steel tower arm are arranged in a substantially triangular shape on a plane, and the insulator chains are suspended from each of the mounting positions. This is a jumper device in which a long columnar rigid weight is connected to the lower end by a bridge, and a jumper is attached to the rigid weight.

以下図面について本考案の実施例を説明する。
図中1は鉄塔、2は鉄塔アーム、3はこのアーム
2に一端を連結した耐張碍子連、4はこの碍子連
3の他端にそれぞれ張設した送電線、5はこれら
送電線4間を連結するジヤンパー線、6はこれら
ジヤンパー線5間に介装したジヤンパースペーサ
である。
Embodiments of the present invention will be described below with reference to the drawings.
In the figure, 1 is a steel tower, 2 is a steel tower arm, 3 is a tension-resistant insulator chain with one end connected to this arm 2, 4 is a power transmission line stretched at the other end of this insulator chain 3, and 5 is a link between these power lines 4. Jumper wires 6 connecting these jumper wires 5 are jumper spacers interposed between these jumper wires 5.

本考案においては、第1図〜第5図に示すよう
に、鉄塔アーム2の先端両側にそれぞれ地側金具
類7を介して碍子連8の上端部を取り付けると共
に、前記鉄塔アーム2の鉄塔本体1との付け根部
の略真中に、地側金具類7を介して碍子連8の上
端部を取り付け、これら3個所の取り付け位置
A,B,Cを第3図に示すように、平面的に略三
角形状に配置する。そしてその3組の碍子連8の
下端部をジヤンパー側連結金具類9を介して長柱
状の剛性重錘10に連結してそれぞれ剛性重錘1
0を鉄塔アーム2の下方に水平に橋架する。すな
わち鉄塔アーム2の鉄塔本体1との付け根部の略
真中へ取り付けられている碍子連8は剛性重錘1
0に向けて第4図に示すように傾角βだけ傾斜さ
せ、鉄塔アーム2の先端両側に取り付けられてい
る2組の碍子連8はそれぞれ剛性重錘10に向け
て傾角αだけ傾斜させると共に、剛性重錘10の
長手方向に対しては第2図に示すように傾角γだ
け開脚させてあり、ジヤンパー側連結金具類9と
剛性重錘10とは、第4図および第5図に示すよ
うに剛性重錘10上に突設されている接手金具1
1を介して連結し、横振れ方向(塔体側と接離す
る方向)と縦振れ方向(塔体側とほぼ平行に横移
動する方向)の僅かな回動は許容するようにして
ある。このようにすると碍子連8等に発生する内
部応力の緩和に役立つ。
In the present invention, as shown in FIGS. 1 to 5, the upper end portions of the insulator chains 8 are attached to both sides of the tip of the tower arm 2 via ground metal fittings 7, and the tower body of the tower arm 2 is Attach the upper end of the insulator chain 8 through the base metal fittings 7 approximately in the center of the base of the insulator 1, and attach these three attachment positions A, B, and C in a planar manner as shown in Fig. 3. Arrange in approximately triangular shape. The lower ends of the three sets of insulator chains 8 are connected to a long column-shaped rigid weight 10 via the jumper side connecting fittings 9, and the rigid weight 1 is connected to each other.
0 is horizontally bridged below the steel tower arm 2. In other words, the insulator chain 8 attached to the approximate center of the base of the tower arm 2 with the tower body 1 is the rigid weight 1.
0 by an inclination angle β as shown in FIG. With respect to the longitudinal direction of the rigid weight 10, the legs are opened by an inclination angle γ as shown in FIG. 2, and the jumper side connecting fittings 9 and the rigid weight 10 are shown in FIGS. 4 and 5. A joint fitting 1 protruding from a rigid weight 10 as shown in FIG.
1 to allow slight rotation in the lateral direction (direction of moving toward and away from the tower body side) and the longitudinal direction (direction of lateral movement substantially parallel to the tower body side). This helps alleviate internal stress generated in the insulator chain 8 and the like.

なお、前記傾角α,β,γは常態で碍子連8に
略均等な荷重が加わるように設定する。
Incidentally, the inclination angles α, β, and γ are set so that a substantially equal load is applied to the insulator chain 8 under normal conditions.

また剛性重錘10の両側面に、第4図および第
5図に詳細に示すように、クランプ支持板12を
固定し、このクランプ支持板12の両端部に形成
したジヤンパークランプ13により、耐張碍子装
置3から垂下するジヤンパー線6を把持する。
Further, as shown in detail in FIGS. 4 and 5, clamp support plates 12 are fixed to both sides of the rigid weight 10, and jumper clamps 13 formed at both ends of the clamp support plates 12 provide resistance. The jumper wire 6 hanging down from the tensioned insulator device 3 is grasped.

又、剛性重錘10は、外郭を角形鋼管10aに
より形成し、現場施工にてその内部にコンクリー
ト10bを充填して硬化させるものである。
The rigid weight 10 has an outer shell made of a rectangular steel pipe 10a, and is filled with concrete 10b and hardened during construction on site.

なお、図中14は碍子連8に設けたシールドリ
ング、15は剛性重錘10に設けたジヤンパーホ
ーン、16は鉄塔アーム2に設けたアース側ホー
ンである。
In the figure, 14 is a shield ring provided on the insulator chain 8, 15 is a jumper horn provided on the rigid weight 10, and 16 is a ground side horn provided on the tower arm 2.

又、上記実施例ではジヤンパー装置の縦振れも
抑えるために鉄塔アーム2の先端両側に取り付け
た碍子連8,8を剛性重錘10の長手方向に対す
る適当な傾角γで開脚させてあるが、この他適当
な傾角γで閉脚するものでもジヤンパー装置の縦
振れを抑えることができる。なお、ジヤンパー装
置の縦振れを抑える必要がなければ垂直に取り付
けてもよい。
Furthermore, in the above embodiment, in order to suppress the vertical vibration of the jumper device, the insulator chains 8, 8 attached to both sides of the tip of the steel tower arm 2 are spread apart at an appropriate inclination angle γ with respect to the longitudinal direction of the rigid weight 10. In addition, the vertical swing of the jumper device can be suppressed by closing the legs at an appropriate inclination angle γ. Note that if it is not necessary to suppress vertical vibration of the jumper device, it may be installed vertically.

第6図は本考案の別の実施例を示すもので、こ
れは鉄塔アーム2の先端へ1組の碍子連8を取り
付け、鉄塔アーム2の鉄塔本体1との付け根部の
両側に2組の碍子連8を取り付け、各取り付け位
置を平面的に略三角形状に配置したもので、その
他の構成は前記実施例と同様である。図中前記符
号と同一の符号は同等のものを示す。
FIG. 6 shows another embodiment of the present invention, in which one set of insulators 8 is attached to the tip of the tower arm 2, and two sets of insulators are attached on both sides of the base of the tower arm 2 to the tower body 1. The insulator chain 8 is attached, and each attachment position is arranged in a substantially triangular shape in plan view, and the other configuration is the same as that of the previous embodiment. In the figure, the same reference numerals as those mentioned above indicate equivalent parts.

第7図および第8図は本考案のさらに他の実施
例を示すもので、図中前記符号と同一の符号は同
等のものを示す。これはパイプジヤンパー17を
使用するもので、このパイプジヤンパー17は、
剛性重錘10へ取り付けたヒンジ接手18を介し
て回動自在に連結したパイプクランプ19でクラ
ンプされるものである。
7 and 8 show still another embodiment of the present invention, in which the same reference numerals as those described above indicate equivalent parts. This uses a pipe jumper 17, and this pipe jumper 17 is
It is clamped by a pipe clamp 19 rotatably connected via a hinge joint 18 attached to a rigid weight 10.

なお、第7図中のわたり線20は、パイプジヤ
ンパー17と送電線4との電気的接続を得るもの
である。
Note that the crossover wire 20 in FIG. 7 provides electrical connection between the pipe jumper 17 and the power transmission line 4.

本考案は、上述したように構成した剛性重錘1
0にジヤンパーが添設されているので、剛性重錘
10の重力効果でジヤンパーの横振れを有効に防
止することができる。また鉄塔アームへ碍子連を
取り付ける3つの取り付け位置が、平面的に略三
角形状に配置してあり、その取り付け部に各碍子
連がそれぞれ適当な傾角で吊下されており、これ
らの各碍子連の下端部に長柱状の剛性重錘を橋架
して連結するので、剛性重錘の動揺を抑え、支持
機能の安定が得られる。したがつて本考案装置は
従来の2つのV吊碍子装置でジヤンパーを吊る装
置の機能を有すると共に、使用する碍子連の数が
少なく、碍子連を鉄塔へ取り付ける作業も簡単か
つ容易になる効果を有するものであるから、本考
案は産業の発達に貢献できるという効果がある。
The present invention uses a rigid weight 1 configured as described above.
Since the jumper is attached to the 0, horizontal vibration of the jumper can be effectively prevented by the gravitational effect of the rigid weight 10. In addition, the three mounting positions for attaching the insulator chains to the tower arm are arranged in a substantially triangular shape on a plane, and each insulator chain is suspended from the mounting portion at an appropriate angle. Since a long column-shaped rigid weight is bridged and connected to the lower end of the , the vibration of the rigid weight is suppressed and the support function is stabilized. Therefore, the device of the present invention not only has the function of a device for suspending a jumper using two conventional V-suspended insulators, but also has the effect that the number of insulator chains used is small and the work of attaching the insulator chains to the steel tower is simple and easy. Therefore, the present invention has the effect of contributing to the development of industry.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案のジヤンパー装置の斜視図、第
2図はその側面図、第3図はその平面図、第4図
は第3図のX,Y矢視による合成図、第5図はそ
の一部を切り欠いて示す部分側面図、第6図は本
考案の別の実施例を示す斜視図、第7図も他の実
施例を示す斜視図、第8図はその要部の部分図で
ある。 1……鉄塔、2……鉄塔アーム、3……耐張碍
子連、4……送電線、5……ジヤンパー線、6…
…ジヤンパースペーサ、7……地側金具類、8…
…碍子連、9……ジヤンパー側連結金具類、10
……剛性重錘、11……接手金具、12……クラ
ンプ支持板、13……ジヤンパークランプ、14
……シールドリング、15……ジヤンパーホー
ン、16……アース側ホーン、17……パイプジ
ヤンパー、18……ヒンジ接手、19……パイプ
クランプ、20……わたり線。
Fig. 1 is a perspective view of the jumper device of the present invention, Fig. 2 is a side view thereof, Fig. 3 is a plan view thereof, Fig. 4 is a composite view taken from the X and Y arrows of Fig. 3, and Fig. 5 is a FIG. 6 is a perspective view showing another embodiment of the present invention, FIG. 7 is also a perspective view showing another embodiment, and FIG. 8 is a main part thereof. It is a diagram. 1... Steel tower, 2... Steel tower arm, 3... Tensile insulator chain, 4... Power transmission line, 5... Jumper wire, 6...
...Jumper spacer, 7... Bottom metal fittings, 8...
...Insulator chain, 9...Jumper side connection fittings, 10
... Rigid weight, 11 ... Joint fitting, 12 ... Clamp support plate, 13 ... Jumper clamp, 14
... Shield ring, 15 ... Jumper horn, 16 ... Earth side horn, 17 ... Pipe jumper, 18 ... Hinge joint, 19 ... Pipe clamp, 20 ... Crossing wire.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 鉄塔アームへ3組の碍子連を取り付ける3つの
取り付け位置を、平面的に略三角形状に配置し、
その各取り付け位置に碍子連をそれぞれ吊下し
て、これら各碍子連の下端部に長柱状の剛性重錘
を橋架して連結し、この剛性重錘にジヤンパーを
添設してなるジヤンパー装置。
The three mounting positions for attaching the three sets of insulators to the steel tower arm are arranged in a planar approximately triangular shape,
This jumper device comprises a series of insulators suspended from each mounting position, a rigid weight in the form of a long column being bridged to connect the lower end of each series of insulators, and a jumper attached to the rigid mass.
JP17745183U 1983-11-18 1983-11-18 Jumper device Granted JPS6086030U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17745183U JPS6086030U (en) 1983-11-18 1983-11-18 Jumper device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17745183U JPS6086030U (en) 1983-11-18 1983-11-18 Jumper device

Publications (2)

Publication Number Publication Date
JPS6086030U JPS6086030U (en) 1985-06-13
JPH0237232Y2 true JPH0237232Y2 (en) 1990-10-09

Family

ID=30385512

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17745183U Granted JPS6086030U (en) 1983-11-18 1983-11-18 Jumper device

Country Status (1)

Country Link
JP (1) JPS6086030U (en)

Also Published As

Publication number Publication date
JPS6086030U (en) 1985-06-13

Similar Documents

Publication Publication Date Title
KR101947798B1 (en) Earthquake-proof apparatus of transmission steel tower and steel structure for substation
CN107401111A (en) A kind of municipal bridge shockproof structure and method
JP2025516081A (en) Anti-vibration bracket with adjustable stiffness and its installation method
CN206297427U (en) A kind of Active Fault Area sleeve-like rigid suspended and fixed device
CN221305411U (en) Cable bridge with take precautions against earthquakes
CN102097189B (en) ±800KV quadruple tension strings in heavy ice area
JPH0237231Y2 (en)
JPH0246201Y2 (en)
CN115395759B (en) A coupling damping control structure for a converter valve tower
JPH0310290Y2 (en)
JPH036134Y2 (en)
CN220172784U (en) Vertical stand cable support with multi-functional cross arm
CN219980390U (en) Suspended transposition device for power transmission line
JPH04295220A (en) Anti-rock device for overhead transmission line
JPH07176233A (en) Jumper wire v-shape hanging device
KR200428655Y1 (en) Steel pipe tower structure for multi line
JP3973931B2 (en) Jumper device
JPH0427055Y2 (en)
CN219527336U (en) A permanently integrated damper and vibration reduction system
CN216331553U (en) Rigid contact net center anchor joint conversion support
CN211572849U (en) Movable branch cross arm for iron tower
CN207234309U (en) A kind of cable retaining frame for building
KR101081804B1 (en) Light braking connector for cable connection
CN213806897U (en) Self-balancing cable tangent tower
SU1010240A1 (en) Power transmission line support