JP2000350343A - Hanging jumper device for multiconductor transmission line - Google Patents

Hanging jumper device for multiconductor transmission line

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Publication number
JP2000350343A
JP2000350343A JP11158334A JP15833499A JP2000350343A JP 2000350343 A JP2000350343 A JP 2000350343A JP 11158334 A JP11158334 A JP 11158334A JP 15833499 A JP15833499 A JP 15833499A JP 2000350343 A JP2000350343 A JP 2000350343A
Authority
JP
Japan
Prior art keywords
jumper
wire
horizontal member
transmission line
wedge
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
JP11158334A
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 JP11158334A priority Critical patent/JP2000350343A/en
Publication of JP2000350343A publication Critical patent/JP2000350343A/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 2 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 the sides of jumper wires 3 formed between both the wedged clamps 12 on both the 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 on the rigid horizontal member 8 with intervals. Parts of the free parts 3b of the jumper wires 3 are used as 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
側部分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 suspended jumper device for a multi-conductor power transmission line suitable for a prefabricated wire-line construction method in which a prefabricated wire is used.

【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5に示すような吊架式ジャンパ
装置7が知られている。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. 5 is conventionally known 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13
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] The suspended jumper device 7 includes a rigid horizontal member 8 made of a rigid shaped steel material or a steel pipe material in order to minimize the clearance required for electrical insulation between the jumper wire 3 and the tower arm 4. It is horizontally arranged below the arm 4, both ends of which are hung on the yoke 6 via the 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. The middle 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 suspended jumper device 7 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 outlets 13 of the wedge-shaped clamps 12
The both sides of the rigid horizontal member 8 which have slack between the end and the spacer 11 are the jumper wire free portions 3a, and the intermediate portion gripped by the spacer 11 and attached to the rigid horizontal member 8 is the jumper line horizontal portion 3b. Call.

【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5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 prefabricated measuring rule, errors in precision surveying, errors in jumper shape calculation, errors in rotational elongation of wire and elongation of the wheel passing, 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.

【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の両側においてそれぞれ
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クサビ型クラン
プのジャンパ出口と前記剛性水平材に添う部分との間の
フリー部に、余長部として、当該フリー部の一部をジャ
ンパ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, according to the present invention, a multi-conductor power transmission line is secured on both sides of a tension tower through wedge-type clamps, yokes and tension insulators, respectively. An intermediate portion of the jumper wire formed between the mold clamps, except for both side portions, is horizontally attached to a rigid horizontal member suspended from the yokes on both sides of the tower via a supporting member, and a longitudinal portion of the rigid horizontal member is provided. In the free portion between the jumper outlet of the wedge-shaped clamp and the portion along the rigid horizontal member in the jumper wire, as a surplus portion, A surplus jumper line portion is provided, which is formed in a U-shape within a range that can be accommodated in the inner space of the plurality of jumper line groups that are partially held by the jumper spacer. Characterized in that it comprises.

【0012】請求項2は、請求項1において、ジャンパ
線のフリー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 second 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 free portion of the jumper line.

【0013】[0013]

【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4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 suspended 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.

【0014】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13
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. , And both ends thereof are hung on a yoke 6 via a support member 9, and spacers 11 for holding the jumper wires 3 are attached to both ends and an intermediate portion of the rigid horizontal member 8 at intervals. Line 3
In this configuration, the intermediate portion 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 power transmission line 1, and is connected to the jumper outlets 13 of the wedge-shaped clamps 12.
The both sides of the rigid horizontal member 8 which have slack between the end and the spacer 11 are the jumper wire free portions 3a, and the intermediate portion gripped by the spacer 11 and attached to the rigid horizontal member 8 is the jumper line horizontal portion 3b. Call.

【0015】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 string 5 for holding 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.

【0016】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 relates to a case where a prefabricated overhead wire construction method is employed. 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-type 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.

【0017】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.

【0018】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。次いで、ジャンパ線3の片側のフリー部3a
(図1の場合は右側のフリー部)を所定の大きさおよび
形状に成形するとともに、剛性水平材8に設けられてい
るスペーサ11にて、ジャンパ線3の剛性水平材8に添
う部分(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、把持する。これにより、径間電
線2の弛度調整結果により余長として取り込んだ部分
(電線)を他側のフリー部3a(図1の場合は左側のフ
リー部)に集める。そして、この余長を取り込んだ左側
のフリー部3aにおいて、図3にも拡大して示すよう
に、当該フリー部3aの一部(フリー部3aを所定の大
きさおよび形状に成形する上で不必要な長さの部分)
を、余長部として、ジャンパスペーサ14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
(ハ)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、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3
cの基部(開口部の部分)を把持する。
After the above tightening work is completed, the rigid horizontal member 8 on 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. Next, the free portion 3a on one side of the jumper wire 3
1 (the right free portion in FIG. 1) is formed into a predetermined size and shape, and a portion (jumper) of the jumper wire 3 along the rigid horizontal member 8 is provided by a spacer 11 provided on the rigid horizontal member 8. The line horizontal portion 3b) is linearly attached to the rigid horizontal member 8 and gripped. As a result, the portion (electric wire) taken in as the extra length according to the sag adjustment result of the span wire 2 is collected in the free portion 3a on the other side (the left free portion in FIG. 1). Then, as shown in the enlarged view of FIG. 3, a part of the free portion 3a (the free portion 3a having the extra length is not suitable for forming the free portion 3a into a predetermined size and shape). Required length)
Is defined as a surplus portion within a range that can be accommodated in the inner space portion of the plurality of jumper wires 3 held by the jumper spacer 14 (in the embodiment, a quadrangle formed by the four element conductors 1a (FIG. 2).
It is formed in the U-shape (inside of the dashed-dotted square in (c)). That is, the U-shaped extra jumper line portion 3c is formed. Next, a shield spacer 22 for preventing discontinuity of the electric field due to the opening of the U-shaped extra jumper line portion 3c.
Is mounted on the opening of the U-shaped extra jumper line portion 3c. The shield spacer 22 has grip portions at both ends, and the U-shaped jumper wire extra length portion 3 is formed by the grip portions at both ends.
Hold the base of c (the opening portion).

【0019】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。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が、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を省略できる。
The jumper wire 3 is made of a stranded wire having the same structure as that of the span wire 2 and generally has a high bending rigidity because a steel core aluminum stranded wire is used. 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 length of the extra jumper wire portion 3c differs depending on the adjustment results of the span wire 2 and the jumper free portion 3a.
If the surplus portion 3c of the U-shaped jumper has a depth of about 50 mm, the shield spacer 22 for preventing discontinuity of the electric field can be omitted.

【0020】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 member or a steel tube member, the support member 9 is a mild steel member, the jumper spacer 14 and the spacer 11 are an aluminum alloy casting or a combination of an aluminum alloy casting and a mild steel member. For example, the shield spacer 22 is preferably an aluminum alloy casting.

【0021】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、同一のジャンパ素導体1aの
長さ方向の複数個所にジャンパ線余長部3cを設けても
よい。この場合、鉄塔両側のフリー部3aにそれぞれジ
ャンパ線余長部3cを設けてもよいし、片側のフリー部
3aのみに複数のジャンパ線余長部3cを設けてもよ
い。このように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。
If the extra length 3c of the jumper wire formed on each of the element conductors 1a of the jumper wire 3 cannot be accommodated in the space inside the jumper wire group, the same jumper element conductor 1a may be provided at a plurality of locations in the longitudinal direction. A jumper extra length 3c may be provided. In this case, the extra portions 3c of the jumper line may be provided on the free portions 3a on both sides of the tower, or a plurality of extra lengths of the jumper line 3c may be provided only on the free portion 3a on one side. Providing at a plurality of locations in this way 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.

【0022】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 suspended 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 power line or other multi-conductor power lines is used. The present invention can be applied to an apparatus.

【0023】[0023]

【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、ジャンパ線のフリー部の一
部を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 configured such that a part of the free portion of the jumper wire is formed in a U-shape to absorb the excess length of the jumper wire in 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.

【0024】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。
According to the method of absorbing the excess length by bending into a U-shape, it is possible to increase the absorption amount (capture length) of the excess length of the jumper wire. 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、(ハ)は図1のC−C断面図である。
2A is a sectional view taken along line AA of FIG. 1, FIG. 2B is a sectional view taken along line BB of FIG. 1, and FIG. 2C is a sectional view taken along line CC of FIG.

【図3】図1におけるジャンパ線フリー部のジャンパ線
余長部近傍の拡大側面図である。
FIG. 3 is an enlarged side view of a jumper line free portion in FIG.

【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】従来の吊架式ジャンパ装置を示す側面図であ
る。
FIG. 5 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 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 Suspension jumper 22 Shield spacer 25, 26 Roller 27 Extra length forming tool

Claims (2)

【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)における前記クサビ型ク
ランプ(12)のジャンパ出口(13)と前記剛性水平
材(8)に添う部分との間のフリー部(3a)に、余長
部として、当該フリー部(3a)の一部をジャンパスペ
ーサ(14)に把持されている複数本のジャンパ線
(3)群の内部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). Attached horizontally, supported by spacers (11) arranged at intervals in the longitudinal direction of the rigid horizontal member (8), and a jumper outlet of the wedge-shaped clamp (12) at the jumper line (3) ( In the free portion (3a) between the portion 13) and the portion attached to the rigid horizontal member (8), a part of the free portion (3a) is held as a surplus portion by the jumper spacer (14). A suspended jumper for a multi-conductor power transmission line, comprising a jumper wire extra length (3c) formed in a U-shape within a range that can be accommodated in the internal space of the group of jumper wires (3). apparatus.
【請求項2】 前記ジャンパ線(3)のフリー部(3
a)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。
2. A free portion (3) of said jumper wire (3).
The suspended jumper device for a multi-conductor power transmission line 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 a).
JP11158334A 1999-06-04 1999-06-04 Hanging jumper device for multiconductor transmission line Pending JP2000350343A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11158334A JP2000350343A (en) 1999-06-04 1999-06-04 Hanging jumper device for multiconductor transmission line

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11158334A JP2000350343A (en) 1999-06-04 1999-06-04 Hanging jumper device for multiconductor transmission line

Publications (1)

Publication Number Publication Date
JP2000350343A true JP2000350343A (en) 2000-12-15

Family

ID=15669379

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11158334A Pending JP2000350343A (en) 1999-06-04 1999-06-04 Hanging jumper device for multiconductor transmission line

Country Status (1)

Country Link
JP (1) JP2000350343A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103066540A (en) * 2012-12-11 2013-04-24 中国电力科学研究院 Squirrel-cage rigid jumper
CN105391017A (en) * 2015-12-14 2016-03-09 江东金具设备有限公司 Extra-high voltage large-crossing cage type rigid wire jumper string with eight small-section drainage wire clamps and six large-section drainage wire clamps

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103066540A (en) * 2012-12-11 2013-04-24 中国电力科学研究院 Squirrel-cage rigid jumper
CN105391017A (en) * 2015-12-14 2016-03-09 江东金具设备有限公司 Extra-high voltage large-crossing cage type rigid wire jumper string with eight small-section drainage wire clamps and six large-section drainage wire clamps

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