JP2000350342A - Hanging jumper device and prefabricated wire for multiconductor transmission line - Google Patents

Hanging jumper device and prefabricated wire for multiconductor transmission line

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Publication number
JP2000350342A
JP2000350342A JP11158333A JP15833399A JP2000350342A JP 2000350342 A JP2000350342 A JP 2000350342A JP 11158333 A JP11158333 A JP 11158333A JP 15833399 A JP15833399 A JP 15833399A JP 2000350342 A JP2000350342 A JP 2000350342A
Authority
JP
Japan
Prior art keywords
jumper
wire
length
wedge
line
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
Application number
JP11158333A
Other languages
Japanese (ja)
Inventor
Kazuo Yokoyama
一雄 横山
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Fujikura Ltd
Original Assignee
Fujikura Ltd
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 by Fujikura Ltd filed Critical Fujikura Ltd
Priority to JP11158333A priority Critical patent/JP2000350342A/en
Publication of JP2000350342A publication Critical patent/JP2000350342A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To employ a prefabricated overhead line installation method when a wire anchoring method with a wedged clamp and a hanging jumper device are employed. SOLUTION: In a hanging jumper device 21 for a multiconductor transmission line, the multiconductor transmission lines 1 are anchored by the arm 4 of a strain tower on both the sides of the arm 4 with wedged clamps 12, yokes 6 and tension insulator strings 5, the center parts except both sides of jumper wires 3 formed between both wedged clamps 12 on both sides of the tower are laid horizontally along a rigid horizontal member 8 hung by the yoke 6 with support members 9 therebetween, and the jumper wires 3 are supported by spacers 11 arranged in the longitudinal direction of the rigid horizontal member 8 with intervals. The horizontal parts 3b of the jumper wires 3 which are laid along the rigid horizontal member 8 are used an excessive length parts which are bent into a U-shape with a size within a range containable in the inner space of a group of a plurality of jumpers 3 to absorb excessive lengths.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、ジャンパ線の両
側部を除く中間部を剛性水平材に添設してなる吊架式ジ
ャンパ装置であって、多導体送電線をクサビ型クランプ
を用いて耐張鉄塔に引き留めるタイプに適用される吊架
式ジャンパ装置に関し、特に、電線製造時に、一延線区
間の電線として、予め精密に測量・計算して求めた長さ
に計尺しマーキングを施したプレハブ電線を用いて架線
するプレハブ架線工法の場合に好適な多導体送電線用の
吊架式ジャンパ装置、およびこれに用いるプレハブ電線
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a suspension type jumper device in which an intermediate portion except for both side portions of a jumper wire is attached to a rigid horizontal member. With regard to the suspension type jumper device applied to the type to be retained on the tension tower, particularly when manufacturing the electric wire, the electric wire in the section of one extension line is measured and marked to the length determined and precisely measured and calculated in advance. The present invention relates to a suspension type jumper device for a multi-conductor transmission line suitable for a prefabricated wire line construction method in which a prefabricated wire is used by using a prefabricated wire, and a prefabricated wire used for the same.

【0002】[0002]

【従来の技術】超高圧架空送電線の耐張部におけるジャ
ンパ装置として、従来図7に示すような吊架式ジャンパ
装置7が採用されている。同図において、1は多導体送
電線であり、2はその径間部分(径間電線)、3はジャ
ンパ部分(ジャンパ線)である。また、4は鉄塔のアー
ム、5は耐張碍子連、6は耐張碍子連5の径間側に位置
するヨークである。
2. Description of the Related Art A suspended jumper device 7 as shown in FIG. 7 is conventionally used as a jumper device in a tension portion of an ultra-high voltage overhead transmission line. In the figure, reference numeral 1 denotes a multi-conductor power transmission line, 2 denotes a span portion (span wire), and 3 denotes a jumper portion (jumper wire). Reference numeral 4 denotes a tower arm, reference numeral 5 denotes a tension insulator series, and reference numeral 6 denotes a yoke located on the span side of the tension insulator series 5.

【0003】この吊架式ジャンパ装置7は、ジャンパ−
線3と鉄塔アーム4間の電気絶縁に必要なクリアランス
を最小限に抑えるために剛性のある形鋼材や鋼管材等か
らなる剛性水平材8をアーム4の下方に水平配置し、そ
の両端をヨーク6に支持材9を介して吊り下げ、剛性水
平材8の両端および中間部分にジャンパ線3を把持する
ためのスペーサ11を間隔を置いて取り付け、ジャンパ
線3の両側部を除く中間部をこのスペーサ11により剛
性水平材8に添設させた構成である。この吊架式ジャン
パ装置7におけるジャンパ線3は、送電線1の鉄塔両側
のクサビ型クランプ12のジャンパ出口(矢印13)間
の部分であり、クサビ型クランプ12のジャンパ出口1
3と剛性水平材8の端部のスペーサ11との間の弛みを
持たせた両側部分をジャンパ線フリー部3a、前記スペ
ーサ11に把持されて剛性水平材8に添う中間部分をジ
ャンパ線水平部3bと呼ぶ。
[0003] This suspension type jumper device 7 has a jumper.
In order to minimize the clearance required for electrical insulation between the wire 3 and the tower arm 4, a rigid horizontal member 8 made of a rigid shaped steel material or a steel pipe material is horizontally arranged below the arm 4, and both ends thereof are yokes. 6 is suspended via a supporting member 9 and spacers 11 for holding the jumper wire 3 are attached to both ends and an intermediate portion of the rigid horizontal member 8 at intervals, and the intermediate portion except for both side portions of the jumper wire 3 is attached to this. In this configuration, the spacer 11 is attached to the rigid horizontal member 8. The jumper wire 3 in the suspension type jumper device 7 is a portion between the jumper outlets (arrows 13) of the wedge-type clamps 12 on both sides of the tower of the transmission line 1, and the jumper outlet 1 of the wedge-type clamps 12
The both sides of the rigid horizontal member 8 which have slack between the spacer 11 and the end of the rigid horizontal member 8 have a jumper wire free portion 3a, and the intermediate portion gripped by the spacer 11 and attached to the rigid horizontal member 8 is a jumper wire horizontal portion. 3b.

【0004】前記支持材9および剛性水平材8の長さ
は、当該鉄塔に架設される径間電線2を引留める耐張碍
子連5の径間側に位置するヨーク6の座標、所要クリア
ランスおよび支持材9と剛性水平材8とがなす角(吊架
角)等によるジャンパ形状の計算により決定し、製造さ
れる。支持材9にはクリアランスの現場調整のため長さ
調整部(図示略)が一般的に設けられている。ジャンパ
線3のフリー部3aの長さについても同様なジャンパ形
状計算によりクサビ型クランプ12のジャンパ出口13
から剛性水平材8の端部に設けたスペーサ11の間の実
長を算出し、所定のジャンパスペーサ14間隔に基づい
て所要ジャンパスペーサ数量を決定し、製造する。
The lengths of the support member 9 and the rigid horizontal member 8 are determined by the coordinates of the yoke 6 located on the span side of the tension insulator series 5 for retaining the span electric wire 2 installed on the steel tower, the required clearance, and It is determined and calculated by calculating a jumper shape based on an angle (suspension angle) formed between the support member 9 and the rigid horizontal member 8, and the like. The support member 9 is generally provided with a length adjusting portion (not shown) for adjusting the clearance on site. For the length of the free portion 3a of the jumper wire 3, the same jumper shape calculation is performed, and the jumper outlet 13 of the wedge clamp 12 is obtained.
Then, the actual length between the spacers 11 provided at the end of the rigid horizontal member 8 is calculated, and the required number of jumper spacers is determined based on a predetermined interval between the jumper spacers 14 to manufacture.

【0005】前記吊架式ジャンパ装置7の施工は、一般
に、次のような手順で行う。径間電線2を耐張碍子連5
の先端のクサビ型クランプ12に引留める際、前述のジ
ャンパ形状計算にて算出した所要ジャンパ線長に、工事
施工に対する余長を見込んだ長さを鉄塔両側(若番側お
よび老番側)から相取りしておく。地上にて組立てた支
持材9および剛性水平材8を吊上げ、ヨーク6に取付け
た後、ジャンパ線3のフリー部3aを確保すると共に、
残りの部分(ジャンパ線水平部3bとなる部分)を剛性
水平材8に直線状に添わせ、スペーサ11にて把持す
る。この場合、前述のようにジャンパ線3に当初から余
長を見込んであることから、そのままでは、剛性水平材
8に直線状に添わない。そこで、ジャンパ線3を剛性水
平材8に直線状に添わせるために、スペーサ11間にて
ジャンパ線3を切断し、直線状に成形しかつ長さ調整を
した後、再びジャンパスリーブ16にて圧縮接続する。
[0005] The suspension type jumper device 7 is generally constructed in the following procedure. Connect the span wires 2 to the tension insulators 5
When securing to the wedge-type clamp 12 at the tip of the above, the required jumper wire length calculated by the above-described jumper shape calculation is calculated by adding the extra length for the construction work from both sides of the tower (younger and older). Make a deal. After the support member 9 and the rigid horizontal member 8 assembled on the ground are lifted and attached to the yoke 6, the free portion 3a of the jumper wire 3 is secured,
The remaining portion (the portion to be the jumper line horizontal portion 3b) is linearly attached to the rigid horizontal member 8 and is gripped by the spacer 11. In this case, since the extra length is expected from the beginning in the jumper wire 3 as described above, the rigid horizontal member 8 is not linearly attached as it is. Then, in order to attach the jumper wire 3 to the rigid horizontal member 8 in a straight line, the jumper wire 3 is cut between the spacers 11, formed into a straight line, and adjusted in length. Compression connection.

【0006】ところで、架線工事の省力化を目的とし
て、例えばクサビ型クランプ12による電線引き留め方
式で懸垂鉄塔が中間にある場合では、電線製造時に各鉄
塔におけるクサビ型クランプ取付位置および懸垂クラン
プ取付位置をマーキングしたプレハブ電線を用いて延線
を行うプレハブ架線工法が近年採用されている。この場
合、プレハブ電線は、架線すべき各径間の電線支持点間
隔を精密測量すると共に当該鉄塔アームの耐張ヨークの
支持点間隔、耐張碍子連長および規定弛度を考慮して、
一延線区間の電線実長を求めておき、電線製造時に所要
電線実長に合致する長さにプレハブ計尺しマーキングを
施すことにより製造される。そして、このプレハブ電線
を用いて延線し、クサビ型クランプ12をプレハブ電線
の前記マーキングに合致させて取付けた後、耐張碍子連
5に連結させることによりプレハブ架線が終了すること
になる。そして、耐張鉄塔においては、吊架式ジャンパ
装置7の採用を前提とした場合、電線製造時に、前述の
通りジャンパ形状計算により求めたジャンパ線実長を前
記の電線実長に加えておく。そして、延線後、規定弛度
に合致するように緊線作業(弛度調整作業)を実施し、
次いで、剛性水平材8および支持材9を吊上げてヨーク
6に取り付け、次いで、ジャンパ線3のフリー部3aを
確保すると共にジャンパ線水平部3bを剛性水平材8に
直線状に添わせ、スペーサ11にて把持する。これによ
り電流通路である吊架式ジャンパ装置7を含めて送電線
としての機能が完成することになる。
For the purpose of labor saving in overhead wire work, for example, in a case where a suspension tower is located at an intermediate position by an electric wire retaining system using a wedge-type clamp 12, the wedge-type clamp installation position and the suspension clamp installation position in each of the towers at the time of manufacturing the electric wire. In recent years, a prefabricated wire line method of extending a wire using a marked prefabricated electric wire has been adopted. In this case, for the prefabricated electric wire, the distance between the wire support points between the respective diameters to be overlaid is precisely measured, and the distance between the support points of the tension yoke of the tower arm, the length of the tension insulator, and the specified sag are taken into consideration.
It is manufactured by obtaining the actual wire length of one extension line section, measuring the length of the prefabricated wire to a length corresponding to the required wire actual length, and marking the wire when manufacturing the wire. Then, the prefabricated wire is extended by using the prefabricated electric wire, attaching the wedge-type clamp 12 to the prefabricated electric wire in accordance with the marking, and connecting the wedge-type clamp 12 to the tension insulator series 5. In the case of the tension tower, assuming that the suspension jumper device 7 is employed, the actual jumper wire length obtained by the jumper shape calculation as described above is added to the above-described actual wire length when manufacturing the electric wire. Then, after the wire is drawn, a tightening operation (sagging adjustment work) is performed so as to match the specified sag.
Next, the rigid horizontal member 8 and the support member 9 are lifted and attached to the yoke 6, and then the free portion 3a of the jumper wire 3 is secured, and the jumper line horizontal portion 3b is linearly attached to the rigid horizontal material 8, and the spacer 11 Hold with. This completes the function as a transmission line including the suspension type jumper device 7 which is a current path.

【0007】[0007]

【発明が解決しようとする課題】ところで、プレハブ架
線工法の目的は省力化およびコストダウンであることか
ら、吊架式ジャンパ装置7の施工においても、前述のよ
うな工事施工に対する余長は見込まないことが前提であ
る。したがって、スペーサ11間におけるジャンパ線3
の切断によるジャンパ長さの調整およびジャンパスリー
ブ16によるジャンパ線3の圧縮接続は実施しない。し
かし、プレハブ計算およびプレハブ計尺の誤差、精密測
量の誤差、ジャンパ形状計算の誤差、電線の回転伸びお
よび金車通過伸びの誤差、施行誤差等の要因から誤差が
生ずるため、同じく図7に示したように、一般的にはク
サビ型クランプ12とヨーク6との間に±100mm程
度の長さが調整可能な弛度調整金具17を介在させて、
径間側の誤差を吸収できる構造となっている。
However, since the purpose of the prefabricated wiring method is labor saving and cost reduction, no extra time is required for the above-mentioned construction work even in the construction of the suspended jumper device 7. It is a premise. Therefore, the jumper wire 3 between the spacers 11
Adjustment of the jumper length by cutting of the jumper and compression connection of the jumper wire 3 by the jumper sleeve 16 are not performed. However, errors are caused by factors such as errors in prefabrication calculation and prefab measurement, errors in precision surveying, errors in jumper shape calculations, errors in the rotational elongation of the electric wire and the elongation of the running wheel, and errors in execution. As described above, generally, a sag adjustment bracket 17 whose length can be adjusted by about ± 100 mm is interposed between the wedge-shaped clamp 12 and the yoke 6.
It has a structure that can absorb errors on the span side.

【0008】しかし、クサビ型クランプ12を使用する
場合、径間電線2およびジャンパ線3が一連続であるこ
とから、径間側における調整結果が直接吊架式ジャンパ
装置7の形成に影響することになる。なお、クサビ型ク
ランプ12を打ち替えて、クサビ取付け位置を調整する
ことも考えられるが、クサビ打ち込みによる電線への損
傷を最小限に抑える必要があるため、クサビの打ち替え
回数が制限されている。このため、実質的に吊架式ジャ
ンパ装置7のみで誤差を吸収することが必要となり、こ
の結果、ジャンパ線3のフリー部3aの不揃い、弛み不
足、弛み過ぎ等が発生すると共に、成形作業に大きな工
数がとられる欠点がある。
However, when the wedge-type clamp 12 is used, since the span wire 2 and the jumper wire 3 are continuous, the adjustment result on the span side directly affects the formation of the suspended jumper device 7. become. In addition, it is conceivable that the wedge-type clamp 12 is replaced to adjust the wedge mounting position. However, since it is necessary to minimize damage to the electric wire due to wedge driving, the number of wedge replacements is limited. . For this reason, it is necessary to absorb the error substantially only by the suspension type jumper device 7, and as a result, the free portion 3a of the jumper wire 3 becomes irregular, insufficiently loosened, excessively loosened, and the like. There is a disadvantage that a large man-hour is required.

【0009】また、一般的なプレハブ架線工法では、電
線支持点間隔の決定に際して、全ての電線支持点間(す
なわち2回線鉄塔であれば6支持点間)について精密測
量を実施しているが、近年、更なるコストダウンを目的
として、鉄塔位置の本点間測量のみにて実施する方法い
わゆる本点間測量による方法の採用が検討されている。
この場合は、前述の誤差要因に加えて鉄塔の据付け誤
差、鉄塔のたわみ等の要因が追加されることになり、吊
架式ジャンパ装置の場合にプレハブ架線工法を採用する
ことが不可能になる。
In a general prefabricated overhead wire construction method, when determining the wire support point spacing, precise surveying is performed between all wire support points (ie, between six support points in the case of a two-circuit tower). In recent years, for the purpose of further cost reduction, adoption of a method of performing only surveying between towers at a steel tower position, that is, a method based on surveying between towers has been studied.
In this case, in addition to the above-mentioned error factors, factors such as the installation error of the tower, the deflection of the tower, and the like will be added, and in the case of the suspension type jumper device, it will be impossible to adopt the prefabricated wiring method. .

【0010】本発明は、上記事情に鑑みてなされたもの
で、多導体送電線をクサビ型クランプで引き留める場合
であって、ジャンパ装置として吊架式ジャンパ装置を採
用する場合に、プレハブ架線工法を採用することを可能
とする多導体送電線用の吊架式ジャンパ装置、およびこ
れに用いるプレハブ電線を提供することを目的とする。
The present invention has been made in view of the above circumstances, and relates to a case in which a multi-conductor power transmission line is retained by a wedge-type clamp, and a suspension type jumper device is employed as a jumper device. An object of the present invention is to provide a suspended jumper device for a multi-conductor power transmission line that can be adopted, and a prefabricated electric wire used for the same.

【0011】[0011]

【課題を解決するための手段】上記課題を解決する本発
明は、多導体送電線を耐張鉄塔におけるアームの両側そ
れぞれクサビ型クランプ、ヨークおよび耐張碍子連を介
して引き留めるとともに、鉄塔両側のクサビ型クランプ
間に形成されるジャンパ線の両側部を除く中間部を、鉄
塔両側の上記ヨークに支持材を介して吊り下げられてい
る剛性水平材に水平に添わせるとともに、当該剛性水平
材の長手方向に間隔を置いて配置したスペーサにより支
持するとともに、前記ジャンパ線における前記剛性水平
材に添うジャンパ線水平部に、余長部として、当該ジャ
ンパ線水平部の一部をスペーサに把持されている複数本
のジャンパ線群の内側空間部に収まる範囲のU字形に形
成してなるジャンパ線余長部を設けてなることを特徴と
する。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the present invention secures a multi-conductor power transmission line through a wedge-type clamp, a yoke, and a string of insulators on both sides of an arm in a tension tower, respectively. An intermediate portion of the jumper wire formed between the wedge-type clamps, except for both sides, is horizontally attached to a rigid horizontal member suspended from the yoke on both sides of the tower via a supporting member, and the rigid horizontal member is While being supported by spacers arranged at intervals in the longitudinal direction, a part of the jumper line horizontal portion is gripped by the spacer as a surplus portion at a jumper line horizontal portion along the rigid horizontal member of the jumper line. A jumper line extra length portion formed in a U-shape within a range that can be accommodated in the inner space portion of the plurality of jumper line groups.

【0012】請求項2は、請求項1において、剛性水平
材におけるジャンパ線の前記ジャンパ線余長部に近接す
る位置にジャンパ線を把持するスペーサを追加設置した
ことを特徴とする。
A second aspect of the present invention is characterized in that, in the first aspect, a spacer for holding the jumper wire is additionally provided at a position near the extra length of the jumper wire of the jumper wire in the rigid horizontal member.

【0013】請求項3は、請求項1において、ジャンパ
線水平部における同一のジャンパ線の複数箇所に前記ジ
ャンパ線余長部を形成したことを特徴とする。
A third aspect of the present invention is characterized in that, in the first aspect, the extra length of the jumper line is formed at a plurality of positions of the same jumper line in the horizontal portion of the jumper line.

【0014】請求項4は、請求項1の多導体送電線用の
吊架式ジャンパ装置を採用した多導体送電線路をプレハ
ブ架線工法により施工するためのプレハブ電線であっ
て、クサビ型クランプとヨークとの間に設けた弛度調整
金具の最大伸長位置におけるクサビ型クランプのジャン
パ出口を基準としてジャンパ形状計算を行って得た算出
ジャンパ線長L1に、ジャンパ形状計算誤差および製造
誤差を考慮した最大誤差長ΔLmaxを加えたジャンパ線
実長L2(L2=L1+ΔLmax)と、前記クサビ型ク
ランプのジャンパ出口を基準として算出した径間電線実
長L3との和を電線実長L4(L4=L2+L3)とし
て、電線製造時に前記電線実長L4に合致する長さにプ
レハブ計尺し、前記クサビ型クランプのジャンパ出口に
対応する位置にマーキングを施したことを特徴とする。
According to a fourth aspect of the present invention, there is provided a prefabricated electric wire for constructing a multiconductor power transmission line employing the suspension jumper device for a multiconductor power transmission line according to the first aspect of the present invention by a prefabricated wiring method, comprising a wedge-type clamp and a yoke. The jumper shape length L1 obtained by performing the jumper shape calculation based on the jumper exit of the wedge-shaped clamp at the maximum extension position of the sag adjustment fitting provided between the maximum length in consideration of the jumper shape calculation error and the manufacturing error The sum of the jumper wire actual length L2 (L2 = L1 + ΔLmax) to which the error length ΔLmax is added and the span wire actual length L3 calculated based on the jumper outlet of the wedge-shaped clamp is defined as the actual wire length L4 (L4 = L2 + L3). When manufacturing an electric wire, prefabricate the length to match the actual wire length L4 and mark the position corresponding to the jumper outlet of the wedge-type clamp. It is characterized by having given.

【0015】[0015]

【発明の実施の形態】以下、本発明に係る一実施形態の
多導体送電線用の吊架式ジャンパ装置を図1〜図6を参
照して説明する。図1は一実施形態の吊架式ジャンパ装
置21の側面図である。同図において、1は多導体送電
線であり、2はその径間部分(径間電線)、3はジャン
パ部分(ジャンパ線)である。図示例の多導体送電線1
は、図1のA−A断面を示す図2(イ)のように、4本
の素導体1aからなる4導体送電線である。また、4は
耐張鉄塔におけるアーム、5は耐張碍子連、6は耐張碍
子連5の径間側に位置するヨークである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A suspension type jumper device for a multiconductor power transmission line according to an embodiment of the present invention will be described below with reference to FIGS. FIG. 1 is a side view of a suspended jumper device 21 according to one embodiment. In the figure, reference numeral 1 denotes a multi-conductor power transmission line, 2 denotes a span portion (span wire), and 3 denotes a jumper portion (jumper wire). Multi-conductor transmission line 1 in the illustrated example
Is a four-conductor power transmission line composed of four elementary conductors 1a, as shown in FIG. 2A showing the AA cross section of FIG. Reference numeral 4 denotes an arm of the tension tower, 5 denotes a series of tension insulators, and 6 denotes a yoke located on the span side of the series of tension insulators 5.

【0016】この吊架式ジャンパ装置21は、ジャンパ
−線と鉄塔アーム間の電気絶縁に必要なクリアランスを
最小限に抑えるために剛性のある形鋼材や鋼管材等から
なる剛性水平材8をアーム4の下方に水平配置し、その
両端をヨーク6に支持材9を介して吊り下げ、剛性水平
材8の両端および中間部分にジャンパ線3を把持するた
めのスペーサ11を間隔を置いて取り付け、ジャンパ線
3の両側部を除く中間部をこのスペーサ11により剛性
水平材8に添設させた構成である。この吊架式ジャンパ
装置21におけるジャンパ線3は、送電線1の鉄塔両側
のクサビ型クランプ12のジャンパ出口(矢印13)間
の部分であり、クサビ型クランプ12のジャンパ出口1
3と剛性水平材8の端部のスペーサ11との間の弛みを
持たせた両側部分をジャンパ線フリー部3a、前記スペ
ーサ11に把持されて剛性水平材8に添う中間部分をジ
ャンパ線水平部3bと呼ぶ。
The suspension type jumper device 21 includes a rigid horizontal member 8 made of a rigid shaped steel material or a steel pipe material for minimizing a clearance required for electrical insulation between a jumper wire and a tower arm. 4 is hung horizontally below the yoke 6 via a support member 9, and spacers 11 for holding the jumper wire 3 are attached to both ends and an intermediate portion of the rigid horizontal member 8 at intervals. An intermediate portion of the jumper wire 3 except for both side portions is attached to the rigid horizontal member 8 by the spacer 11. The jumper wire 3 in the suspension type jumper device 21 is a portion between the jumper outlets (arrows 13) of the wedge-shaped clamps 12 on both sides of the tower of the transmission line 1, and the jumper outlet 1 of the wedge-shaped clamps 12
The both sides of the rigid horizontal member 8 which have slack between the spacer 11 and the end of the rigid horizontal member 8 have a jumper wire free portion 3a, and the intermediate portion gripped by the spacer 11 and attached to the rigid horizontal member 8 is a jumper wire horizontal portion. 3b.

【0017】前記支持材9および剛性水平材8の長さ
は、当該鉄塔に架設される径間電線2を引留める耐張碍
子連5の径間側に位置するヨーク6の座標、所要クリア
ランスおよび支持材9と剛性水平材8とがなす角(吊架
角)等によるジャンパ形状の計算により決定し、製造さ
れる。支持材9にはクリアランスの現場調整のため長さ
調整部(図示略)が一般的に設けられている。ジャンパ
線3のフリー部3aの長さについても同様なジャンパ形
状計算によりクサビ型クランプ12のジャンパ出口13
から剛性水平材8の端部に設けたスペーサ11の間の実
長を算出し、所定のジャンパスペーサ14間隔に基づい
て所要ジャンパスペーサ数量を決定し、製造する。
The length of the support member 9 and the rigid horizontal member 8 are determined by the coordinates of the yoke 6 located on the span side of the tension insulator series 5 for retaining the span electric wire 2 installed on the steel tower, the required clearance, and It is determined and calculated by calculating a jumper shape based on an angle (suspension angle) formed between the support member 9 and the rigid horizontal member 8, and the like. The support member 9 is generally provided with a length adjusting portion (not shown) for adjusting the clearance on site. For the length of the free portion 3a of the jumper wire 3, the same jumper shape calculation is performed, and the jumper outlet 13 of the wedge clamp 12 is obtained.
Then, the actual length between the spacers 11 provided at the end of the rigid horizontal member 8 is calculated, and the required number of jumper spacers is determined based on a predetermined interval between the jumper spacers 14 to manufacture.

【0018】本発明はプレハブ架線工法を採用する場合
のものであり、使用するプレハブ電線は、クサビ型クラ
ンプ12とヨーク6との間に設けた弛度調整金具17の
最大伸長位置における(すなわち、弛度調整金具17を
最も伸長させた時の)クサビ型クランプ12のジャンパ
出口13を基準として前述のジャンパ形状計算を行って
得た算出ジャンパ線長L1に、ジャンパ形状計算誤差お
よび製造誤差を考慮した最大誤差長ΔLmaxを加えたジ
ャンパ線実長L2(L2=L1+ΔLmax)と、前記ク
サビ型クランプ12のジャンパ出口13を基準として算
出した径間電線実長L3との和を電線実長L4(L4=
L2+L3)として、電線製造時に前記電線実長L4に
合致する長さにプレハブ計尺し、前記クサビ型クランプ
12のジャンパ出口13に対応する位置にマーキングを
施して製造する。なお、前記の径間電線実長L3は、中
間に懸垂鉄塔がある場合には、それも考慮して算出され
たものである。
The present invention employs a prefabricated wire-line construction method, and the prefabricated electric wire to be used is at the maximum extension position of the sag adjusting bracket 17 provided between the wedge-type clamp 12 and the yoke 6 (ie, The jumper shape calculation error and the manufacturing error are taken into account in the calculated jumper wire length L1 obtained by performing the above-described jumper shape calculation based on the jumper outlet 13 of the wedge-shaped clamp 12 (when the sag adjustment metal fitting 17 is most extended). The sum of the jumper wire actual length L2 (L2 = L1 + ΔLmax) to which the maximum error length ΔLmax is added and the span wire actual length L3 calculated on the basis of the jumper outlet 13 of the wedge-shaped clamp 12 is calculated as the actual wire length L4 (L4 =
(L2 + L3), the wire is prefabricated to a length that matches the actual wire length L4 when the wire is manufactured, and the wire is manufactured by marking the position corresponding to the jumper outlet 13 of the wedge clamp 12. Note that the above-mentioned actual length L3 of the span wire is calculated in consideration of the suspension tower in the middle, if any.

【0019】上記のように製造されたプレハブ電線を用
いてプレハブ架線工法により架線する場合、このプレハ
ブ電線を各鉄塔の金車を通過させた延線作業の後、各鉄
塔において、クサビ型クランプ12を当該プレハブ電線
に印したマーキングに合致させて径間電線2に取付け、
かつ、鉄塔アーム4に取り付けた耐張碍子連5の径間側
に位置するヨーク6に弛度調整金具17を介して連結
し、前記弛度調整金具17により径間電線2の弛度を調
整する。これにより、径間電線2の緊線作業が終了す
る。なお、上記の作業は多導体送電線1の各素導体1a
について行う。
When the prefabricated electric wire manufactured as described above is used for wiring by the prefabricated wire-laying method, after the prefabricated electric wire is passed through the wheel of each tower, a wedge-type clamp 12 is attached to each tower. Is attached to the span wire 2 in accordance with the marking on the prefabricated wire,
Further, it is connected to a yoke 6 located on the span side of the tension insulator string 5 attached to the tower arm 4 via a sag adjusting bracket 17, and the sag of the span wire 2 is adjusted by the sag adjusting bracket 17. I do. Thereby, the work of tightening the span wires 2 is completed. The above operation is performed for each elementary conductor 1a of the multiconductor transmission line 1.
Do about.

【0020】上記の緊線作業を終了した後、地上にて予
め支持材9およびスペーサ等11を取付けた剛性水平材
8を吊り上げ、これを支持材9を介してヨーク6に吊り
下げると共に、ジャンパ線3のフリー部3aを、所定の
形状を確保するように形成し、剛性水平材8の両端部に
設けてあるスペーサ11にてジャンパ線3を把持・固定
した上で、該ジャンパ線3の剛性水平材8に添わせる部
分(ジャンパ線水平部3bとなる部分)を剛性水平材8
の中間部分に設けてあるスペーサ11に仮留め把持す
る。次いで、図3にも拡大して示すように、ジャンパ線
3の前記剛性水平材8に添うジャンパ線水平部3bの一
部を、余長部として、スペーサ11に把持されている複
数本のジャンパ線3群の内側空間部に収まる範囲(実施
形態では4本の素導体1aがなす四角形(図2(ロ)の
1点鎖線の四角形)の内側)のU字形に形成する。すな
わち、U字形のジャンパ線余長部3cを形成する。次い
で、中間部分のスペーサ11を本締してジャンパ線3を
把持・固定した後、U字状のジャンパ線余長部3cの開
口部による電界の不連続を防ぐためのシールド用スペー
サ22をU字状をなすジャンパ線余長部3cの開口部分
に取り付ける。このシールド用スペーサ22は両端に把
持部を持ち、この両端の把持部でU字状のジャンパ線余
長部3cの基部(開口部の部分)を把持する。次いで、
U字形のジャンパ線余長部3cの頂部を、図2(ロ)に
示すように、ジャンパ線3(3b)の束導体内に固定す
るために剛性水平材8に設けた把持クランプ24に嵌合
して固定する。
After the above tightening work is completed, the rigid horizontal member 8 to which the support members 9 and the spacers 11 are attached in advance is lifted on the ground, and this is hung on the yoke 6 via the support members 9 and the jumper The free portion 3a of the wire 3 is formed so as to secure a predetermined shape, and the jumper wire 3 is gripped and fixed by the spacers 11 provided at both ends of the rigid horizontal member 8, and then the jumper wire 3 is fixed. The portion to be attached to the rigid horizontal member 8 (the portion that becomes the jumper line horizontal portion 3b) is the rigid horizontal member 8
Is temporarily held on the spacer 11 provided at the intermediate portion of the above. Next, as shown in FIG. 3 in an enlarged manner, a plurality of jumpers gripped by the spacer 11 are used as extra lengths, with a part of the jumper wire horizontal portion 3b along the rigid horizontal member 8 of the jumper wire 3 as an extra length. It is formed in a U-shape within a range (in the embodiment, inside a quadrangle (in FIG. 2B, a dashed-dotted quadrangle) formed by the four elementary conductors 1a) that can be accommodated in the inner space of the group of three lines. That is, the U-shaped extra jumper line portion 3c is formed. Next, after the spacer 11 in the intermediate portion is fully tightened to grip and fix the jumper wire 3, the shield spacer 22 for preventing the electric field from being discontinuous due to the opening of the U-shaped extra jumper wire portion 3c is removed. It is attached to the opening of the extra-length jumper wire portion 3c in the shape of a letter. The shield spacer 22 has gripping portions at both ends, and grips the base (opening portion) of the U-shaped extra jumper line portion 3c with the gripping portions at both ends. Then
As shown in FIG. 2 (b), the top of the U-shaped extra jumper wire portion 3c is fitted to a gripping clamp 24 provided on the rigid horizontal member 8 to fix it inside the bundle conductor of the jumper wire 3 (3b). And fix them together.

【0021】なお、ジャンパ線3は径間電線2と同一構
造の撚線からなり、一般には鋼心アルミより線が使用さ
れていることから、それ自身の曲げ剛性が大きく、その
ため、ジャンパ線3群の内側空間部内にU字状のジャン
パ線余長部3cを形成することは人力では不可能であ
る。そこで、図4に示すように、3点または5点支持と
なるように左右の固定コロ25と中間の可動コロ26と
を配置し、可動コロ26を油圧駆動してジャンパ線3
(3b)にU字形の塑性変形を与える余長形成工具27
を使用して、U字形のジャンパ線余長部3cを形成する
とよい。また、ジャンパ線余長部3cは全て前記内側空
間部内に形成するが、下側に位置するジャンパ線3の下
面は足場がなく形成作業が難しいことから、ジャンパ線
余長部3cは上記下面以外の面に形成する(すなわち、
頂部を除き、図2(ロ)のハッチング領域にこないよう
に形成する)ことが好ましい。ジャンパ線余長部3cの
長さは径間電線2およびジャンパフリー部3aの調整結
果により異なるので、その調整の結果、余長の長さが短
い場合には、ジャンパ線余長部3cの頂部を把持クラン
プ24で剛性水平材8に固定することを省略することも
可能である。また、U字状のジャンパ線余長部3cの深
さが50mm程度であれば電界の不連続を防止するため
のシールド用スペーサ22も省略できる。
The jumper wire 3 is made of a stranded wire having the same structure as that of the span wire 2. Generally, a steel core aluminum stranded wire is used, so that the jumper wire 3 itself has a large bending rigidity. It is impossible to form the U-shaped extra jumper line portion 3c in the inner space of the group by human power. Therefore, as shown in FIG. 4, the left and right fixed rollers 25 and the intermediate movable roller 26 are arranged so as to support three or five points, and the movable roller 26 is hydraulically driven to make the jumper wire 3 move.
Extra length forming tool 27 for applying U-shaped plastic deformation to (3b)
May be used to form a U-shaped jumper extra length 3c. The extra jumper wire portion 3c is entirely formed in the inner space portion. However, since the lower surface of the jumper wire 3 located on the lower side has no scaffolding and is difficult to form, the extra jumper wire portion 3c is not provided above the lower surface. Formed on the surface of (ie,
Except for the top portion, it is preferable to form so as not to come into the hatched area in FIG. Since the length of the extra jumper wire portion 3c varies depending on the adjustment result of the span wire 2 and the jumper free portion 3a, if the extra wire length is short as a result of the adjustment, the top of the extra jumper wire portion 3c is required. It is also possible to dispense with fixing the to the rigid horizontal member 8 by the grip clamp 24. If the depth of the U-shaped extra jumper line portion 3c is about 50 mm, the shield spacer 22 for preventing discontinuity of the electric field can be omitted.

【0022】各部材の材質については、剛性水平材8は
形鋼材や鋼管材等、支持材9は軟鋼材、ジャンパスペー
サ14、スペーサ11および把持クランプ24はアルミ
合金鋳造物やアルミ合金鋳造物と軟鋼材の組合せ等、シ
ールド用スペーサ22はアルミ合金鋳造物が好ましい。
Regarding the material of each member, the rigid horizontal member 8 is a shaped steel or a steel pipe, the support 9 is a mild steel, the jumper spacer 14, the spacer 11, and the holding clamp 24 are an aluminum alloy casting or an aluminum alloy casting. The shield spacer 22 such as a combination of mild steel materials is preferably an aluminum alloy casting.

【0023】ジャンパ線3の余長をU字形に湾曲させて
U字形のジャンパ線余長部3cを形成する際、その両側
のスペーサ11の取付け間隔の狭い方が、余長取り込み
時のジャンパ線3の動きが制限されるので、U字形に成
形する作業上有利である。そこで、図5に示すように、
ジャンパ線余長部3cを形成する位置に近接してスペー
サ11'を追加設置することで、スペーサ間隔を縮小す
ると、ジャンパ線余長部3cの形成作業が容易になる。
When the extra length of the jumper wire 3 is curved into a U-shape to form the U-shaped extra jumper wire portion 3c, the narrower mounting interval of the spacers 11 on both sides of the jumper wire 3 is determined when the extra jumper wire is taken in. 3 is restricted, which is advantageous in the operation of forming a U-shape. Therefore, as shown in FIG.
By additionally installing the spacer 11 'near the position where the extra jumper line portion 3c is formed, the spacer interval is reduced, and the operation of forming the extra jumper line portion 3c becomes easier.

【0024】また、ジャンパ線3の各素導体1aに形成
するジャンパ線余長部3cがジャンパ線群の内側空間部
内に収容できない場合は、図6に示すように同一のジャ
ンパ素導体1aにおいて、その長さ方向の複数個所にジ
ャンパ線余長部3c(図示例は2箇所)を設けてもよ
い。複数個所に設けると、調整代の拡大に有効である。
すなわち、ジャンパ線に余長を大きく取っても、それを
容易に吸収できる。また、前記のように内側空間部内に
収容できない場合に限らず、電界の不連続を起さない程
度に浅くしたU字状のジャンパ線余長部3cを、同一の
ジャンパ素導体1aの長さ方向の複数個所に設けて余長
を吸収するようにした場合、シールド用スペーサ22お
よび把持クランプ24による剛性水平材8への固定を省
略することも可能になり、経済的に有効である。
If the extra length 3c of the jumper wire formed on each element conductor 1a of the jumper wire 3 cannot be accommodated in the space inside the jumper wire group, as shown in FIG. A jumper extra length portion 3c (two locations in the illustrated example) may be provided at a plurality of locations in the length direction. Provision at a plurality of locations is effective in increasing the adjustment allowance.
That is, even if the extra length is set to the jumper wire, it can be easily absorbed. The U-shaped jumper wire extra length 3c, which is so shallow as not to cause discontinuity of the electric field, is not limited to the case where it can not be accommodated in the inner space portion as described above, and the length of the jumper conductor 1a is the same. When the extra length is provided at a plurality of positions in the direction to absorb the extra length, it is possible to omit the fixing to the rigid horizontal member 8 by the shield spacer 22 and the holding clamp 24, which is economically effective.

【0025】上述の各実施形態では4導体送電線用の吊
架式ジャンパ装置について説明したが、導体数は任意で
あり、3導体あるいは6導体送電線その他の多導体送電
線の吊架式ジャンパ装置にも本発明を適用することがで
きる。
In each of the embodiments described above, the suspension type jumper device for the 4-conductor power transmission line has been described. However, the number of conductors is arbitrary, and the suspension-type jumper device for the 3-conductor or 6-conductor transmission line or other multi-conductor transmission lines is used. The present invention can be applied to an apparatus.

【0026】[0026]

【発明の効果】本発明によれば、クサビ型クランプによ
る電線引き留め方式で、かつ、ジャンパ装置として吊架
式ジャンパ装置を採用して多導体送電線の架線を行う場
合に、ジャンパ線の余長を、ジャンパ線の剛性水平材に
添う部分においてU字形に形成して吸収する構成とした
ので、ジャンパ線の余長を当該吊架式ジャンパ装置にお
いて吸収することが可能となった。したがって、従来の
ように、余長解消のためにジャンパ線を切断してジャン
パスリーブで再接続する処理をしなくても、ジャンパ線
のフリー部の不揃い等の径間電線の弛度調整結果による
影響をなくすことが可能となった。これにより、クサビ
型クランプによる電線引き留め方式で、かつ、ジャンパ
装置として吊架式ジャンパ装置を採用した多導体送電線
路を、プレハブ架線工法で施工することが可能となっ
た。
According to the present invention, when a multi-conductor power transmission line is to be wired by using a suspension type jumper device as a jumper device in a wire retaining system using a wedge-type clamp, the extra length of the jumper wire is used. Is formed in a U-shape at a portion along the rigid horizontal member of the jumper wire and absorbed, so that the extra length of the jumper wire can be absorbed by the suspension type jumper device. Therefore, even if it is not necessary to cut the jumper wire to eliminate the extra length and reconnect with a jumper sleeve as in the conventional case, the slackness adjustment result of the span wire such as irregularities in the free portion of the jumper wire can be obtained. The effect can be eliminated. As a result, it became possible to construct a multiconductor transmission line using a suspension type jumper device as a jumper device by an electric wire retaining method using a wedge-type clamp by a prefabricated wiring method.

【0027】また、U字形に湾曲成形して余長を吸収す
る方法によれば、ジャンパ線の余長の吸収量(取り込み
長さ)を大きくできるので、広い弛度調整範囲を必要と
する本点間測量によるプレハブ架線工法を採用すること
も可能となる。
In addition, according to the method of forming a U-shape to absorb the extra length, the amount of absorption of the extra length of the jumper wire (capture length) can be increased, so that a book having a wide sag adjustment range is required. It is also possible to adopt a prefabricated overhead line construction method using point-to-point surveying.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の一実施形態の多導体送電線用の吊架式
ジャンパ装置を示す側面図である。
FIG. 1 is a side view showing a suspended jumper device for a multiconductor power transmission line according to an embodiment of the present invention.

【図2】(イ)は図1のA−A断面図、(ロ)は図1の
B−B断面図である。
2A is a cross-sectional view taken along the line AA of FIG. 1, and FIG. 2B is a cross-sectional view taken along the line BB of FIG.

【図3】図1におけるジャンパ線余長部近傍の拡大側面
図である。
FIG. 3 is an enlarged side view of the vicinity of an extra length of a jumper line in FIG. 1;

【図4】本発明の吊架式ジャンパ装置の施工に際して、
U字形のジャンパ線余長部を形成するために用いる余長
形成工具の図である。
FIG. 4 shows the construction of the suspension type jumper device of the present invention.
It is a figure of the extra length forming tool used for forming a U-shaped extra jumper line part.

【図5】本発明の他の実施形態を示すもので、図3に対
応する拡大側面図である。
FIG. 5 is an enlarged side view showing another embodiment of the present invention and corresponding to FIG. 3;

【図6】本発明のさらに他の実施形態を示すもので、図
3に対応する拡大側面図である。
FIG. 6 shows still another embodiment of the present invention, and is an enlarged side view corresponding to FIG.

【図7】従来の吊架式ジャンパ装置を示す側面図であ
る。
FIG. 7 is a side view showing a conventional suspended jumper device.

【符号の説明】[Explanation of symbols]

1 多導体送電線 1a 素導体 2 径間電線 3 ジャンパ線 3a ジャンパ線フリー部 3b ジャンパ線水平部 3c U字形のジャンパ線余長部 4 鉄塔のアーム 5 耐張碍子連 6 ヨーク 8 剛性水平材 9 支持材 11 スペーサ 12 クサビ型クランプ 13 クサビ型クランプのジャンパ出口 14 ジャンパスペーサ 17 弛度調整金具 21 吊架式ジャンパ装置 22 シールド用スペーサ 24 把持クランプ 25、26 コロ 27 余長形成工具 REFERENCE SIGNS LIST 1 multi-conductor transmission line 1 a elementary conductor 2 span wire 3 jumper wire 3 a jumper wire free portion 3 b jumper wire horizontal portion 3 c extra length of U-shaped jumper wire 4 steel tower arm 5 tension insulator series 6 yoke 8 rigid horizontal material 9 Supporting material 11 Spacer 12 Wedge clamp 13 Jumper outlet of wedge clamp 14 Jumper spacer 17 Sag adjuster 21 Suspended jumper device 22 Shield spacer 24 Gripping clamp 25, 26 Roller 27 Extra length forming tool

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 多導体送電線(1)を耐張鉄塔における
アーム(4)の両側にそれぞれクサビ型クランプ(1
2)、ヨーク(6)および耐張碍子連(5)を介して引
き留めるとともに、鉄塔両側のクサビ型クランプ(1
2)間に形成されるジャンパ線(3)の両側部を除く中
間部を、鉄塔両側の上記ヨーク(6)に支持材(9)を
介して吊り下げられている剛性水平材(8)に水平に添
わせるとともに、当該剛性水平材(8)の長手方向に間
隔を置いて配置したスペーサ(11)により支持すると
ともに、前記ジャンパ線(3)における前記剛性水平材
(8)に添うジャンパ線水平部(3b)に、余長部とし
て、当該ジャンパ線水平部(3b)の一部をスペーサ
(11)に把持されている複数本のジャンパ線(3)群
の内側空間部に収まる範囲のU字形に形成してなるジャ
ンパ線余長部(3c)を設けてなることを特徴とする多
導体送電線用の吊架式ジャンパ装置。
1. A wedge-type clamp (1) is provided on each side of an arm (4) of a tension tower with a multiconductor transmission line (1).
2), while retaining it via the yoke (6) and the tension insulator string (5), wedge-type clamps (1
2) The middle part of the jumper wire (3) formed between the two parts except the both sides is connected to the horizontal yoke (6) on both sides of the tower by a rigid horizontal member (8) suspended via a support member (9). A jumper wire that is attached horizontally and supported by spacers (11) arranged at intervals in the longitudinal direction of the rigid horizontal material (8), and that the jumper wire (3) is attached to the rigid horizontal material (8). In the horizontal portion (3b), as a surplus portion, a part of the jumper line horizontal portion (3b) is in a range where the part of the jumper line horizontal portion (3b) fits in the inner space portion of the plurality of jumper line (3) groups held by the spacer (11). A suspended jumper device for a multi-conductor power transmission line, comprising a jumper wire surplus portion (3c) formed in a U-shape.
【請求項2】 前記剛性水平材(8)におけるジャンパ
線(3)の前記ジャンパ線余長部(3b)に近接する位
置にジャンパ線(3)を把持するスペーサ(11’)を
追加設置したことを特徴とする請求項1記載の多導体送
電線用の吊架式ジャンパ装置。
2. A spacer (11 ') for gripping the jumper wire (3) is additionally installed at a position of the jumper wire (3) in the rigid horizontal member (8) close to the extra length of the jumper wire (3b). The suspension type jumper device for a multi-conductor power transmission line according to claim 1, wherein:
【請求項3】 前記ジャンパ線水平部(3b)における
同一のジャンパ線(3)の複数箇所に前記ジャンパ線余
長部(3c)を形成したことを特徴とする請求項1記載
の多導体送電線用の吊架式ジャンパ装置。
3. The multi-conductor transmission according to claim 1, wherein said extra jumper line portion (3c) is formed at a plurality of positions of the same jumper line (3) in said jumper line horizontal portion (3b). A suspended jumper device for electric wires.
【請求項4】 請求項1の多導体送電線用の吊架式ジャ
ンパ装置を採用した多導体送電線路をプレハブ架線工法
により施工するためのプレハブ電線であって、 クサビ型クランプ(12)とヨーク(6)との間に設け
た弛度調整金具(17)の最大伸長位置におけるクサビ
型クランプ(12)のジャンパ出口を基準としてジャン
パ形状計算を行って得た算出ジャンパ線長L1に、ジャ
ンパ形状計算誤差および製造誤差を考慮した最大誤差長
ΔLmaxを加えたジャンパ線実長L2(L2=L1+Δ
Lmax)と、前記クサビ型クランプ(12)のジャンパ
出口を基準として算出した径間電線実長L3との和を電
線実長L4(L4=L2+L3)として、電線製造時に
前記電線実長L4に合致する長さにプレハブ計尺し、前
記クサビ型クランプ(12)のジャンパ出口に対応する
位置にマーキングを施したことを特徴とするプレハブ電
線。
4. A prefabricated electric wire for constructing a multiconductor power transmission line employing a suspension type jumper device for a multiconductor power transmission line according to claim 1 by a prefabricated wiring method, comprising a wedge-type clamp (12) and a yoke. And (6) a jumper shape obtained by performing a jumper shape calculation based on the jumper outlet of the wedge-shaped clamp (12) at the maximum extension position of the sag adjusting bracket (17), and a jumper shape. The actual jumper line length L2 (L2 = L1 + Δ) to which the maximum error length ΔLmax considering the calculation error and the manufacturing error is added.
Lmax) and the actual wire length L3 calculated on the basis of the jumper outlet of the wedge-shaped clamp (12) as the wire actual length L4 (L4 = L2 + L3). A prefabricated electric wire which is prefabricated to a length corresponding to a predetermined length and is marked at a position corresponding to a jumper outlet of the wedge-shaped clamp (12).
JP11158333A 1999-06-04 1999-06-04 Hanging jumper device and prefabricated wire for multiconductor transmission line Pending JP2000350342A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11158333A JP2000350342A (en) 1999-06-04 1999-06-04 Hanging jumper device and prefabricated wire for multiconductor transmission line

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11158333A JP2000350342A (en) 1999-06-04 1999-06-04 Hanging jumper device and prefabricated wire for multiconductor transmission line

Publications (1)

Publication Number Publication Date
JP2000350342A true JP2000350342A (en) 2000-12-15

Family

ID=15669360

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11158333A Pending JP2000350342A (en) 1999-06-04 1999-06-04 Hanging jumper device and prefabricated wire for multiconductor transmission line

Country Status (1)

Country Link
JP (1) JP2000350342A (en)

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