JP2007221949A - Construction method for executing electric-wire transfer of overhead transmission line while always applying constant load, and constant load mounting device used for the same - Google Patents

Construction method for executing electric-wire transfer of overhead transmission line while always applying constant load, and constant load mounting device used for the same Download PDF

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JP2007221949A
JP2007221949A JP2006041645A JP2006041645A JP2007221949A JP 2007221949 A JP2007221949 A JP 2007221949A JP 2006041645 A JP2006041645 A JP 2006041645A JP 2006041645 A JP2006041645 A JP 2006041645A JP 2007221949 A JP2007221949 A JP 2007221949A
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wire
load
wire rope
constant load
electric wire
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JP4602263B2 (en
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Shunei Iwamoto
俊英 岩本
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Kandenko Co Ltd
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Kandenko Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To achieve assurance of work safety and power saving, while stabilizing behavior of an electric wire by automatically adjusting the excess and deficiency of the electric wire during wire-transfer by always imparting a constant load to the electric wire to be transferred. <P>SOLUTION: A construction method for executing electric-wire transfer of an overhead transmission line is constituted with one end of a wire rope 10, connected to one end part of the fixed side of the electric wire 4 to be transferred and the other end of the wire rope 10 connected to a constant load loading body 11 provided near the ground via a steel tower 1; applying a load to the electric wire desired to be transferred by the load loading body 11, executed by always applying a fixed load matching the tensile force calculated from a distance between the steel towers, the deflection distance of the electric wire, and the unit weight of the electric wire and by controlling normal/reverse rotation of an electric motor of a wire rope winding reel so that the wire rope load of the wire rope 10, connected to the electric wire 4, always becomes equal to the fixed load. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

この発明は、架空送電線の電線移線工事、即ち、鉄塔等に取り付けられていた電線を、主に別の鉄塔や嵩上げした鉄塔等に移し替える移線工事において、移線する電線に常に定荷重をかけながら移線する工法及びこの移線工法に使用する定荷重載荷装置に関するものである。   This invention always defines the wire to be transferred in the wire transfer work for the overhead power transmission line, that is, in the transfer work in which the wire attached to the steel tower is mainly transferred to another steel tower or a raised steel tower. The present invention relates to a method for transferring a wire while applying a load, and a constant load loading device used for the transfer method.

上記移線工事では、移線する電線の取り付け間の距離(以下径間長という)が変化することにより電線長の過不足が生じる。このため、電線が不足する場合は電線張力が上昇し、反対に電線が余剰となった場合には電線は垂下することとなる。そのため、従来では、移線作業において電線の状態(張力及び垂下量)を調整するために、図10に示すように、移線側の電線端部と反対側の端部で、作業員が電線を目視で確認しながらウインチにより電線の送り出しや巻き込みを行って、電線の過不足を調整しながら移線を行っていた。   In the above transfer work, an excess or shortage of the wire length occurs due to a change in the distance between the attached wires (hereinafter referred to as span length). For this reason, when the number of electric wires is insufficient, the electric wire tension increases, and when the electric wires become surplus, the electric wires hang down. Therefore, conventionally, in order to adjust the state of the electric wire (tension and the amount of droop) in the transfer operation, as shown in FIG. While visually confirming the above, the wire was sent and wound by a winch, and the wire was transferred while adjusting the excess or deficiency of the wire.

しかしながら、近年の架空送電線の電線移線工事では、鉄道等の重要横過物の上方での作業や、充電部に接近した条件など、多少でも電線垂下や過張力が許されない施工環境の場合が多い。従来の電線端部でのウインチによる送り出しや巻き込み作業は、移線側の電線の動きとの同調性が要求されており、これらを作業員が目視しながら作業するため、熟練を要するとともに、極めて手間や時間のかかる作業であった。しかも、作業員の連絡ミスや操作ミスによる同調不良など人為的なトラブルが発生する恐れがある。また、万が一、電線が垂下して地上の工作物や歩行者に接触しないよう、防護ネットを当該箇所に設置する必要がある。 However, in recent years, in the construction work of overhead power transmission lines, in cases where the work is not allowed to droop or overtension to some extent, such as work above important horizontal objects such as railways or conditions close to the charging section. There are many. Conventional feeding and winding work by winch at the end of the electric wire requires synchronism with the movement of the electric wire on the transfer side. It was time consuming and time consuming. Moreover, human troubles such as poor synchronization due to operator contact mistakes and operation mistakes may occur. In addition, it is necessary to install a protective net at the location so that the electric wire hangs down and does not come in contact with workpieces or pedestrians on the ground.

この発明はこれらの点に鑑みて為されたもので、移線する電線に常に一定の荷重を与えることで移線中の電線の過不足を自動的に調整し、電線の挙動の安定化を図り、作業の安全確実化と省力化を実現する工法及びこの工法に使用する定荷重載荷装置を提供し、上記課題を解決しようとするものである。   The present invention has been made in view of these points. By always applying a constant load to the wire to be transferred, the excess or deficiency of the wire being transferred is automatically adjusted to stabilize the behavior of the wire. Accordingly, the present invention is intended to solve the above-mentioned problems by providing a construction method that realizes safety and labor saving and labor saving of the work and a constant load loading device used in this construction method.

通常、架空送電線路の電線は、20000N〜40000Nで架設されている。そのため、原理的には2000Kg〜3000Kgのウエイトが必要となる。これでは、ウエイトの重量が大きくなり、取り扱い時の作業性が悪く、また、ウエイトを吊り下げる鉄塔などの設備に載荷される荷重が大きくなり、現実には実施できない可能性が大きい。そこで、滑車の原理により必要なウエイト重量を低減することが考えられる。しかし、この場合のウエイトの移動距離は荷重の低減に反比例して増加する。図11は荷重PとウエイトWの移動距離の関係を表すものであり、図11の(a)は荷重Pに対するウエイトWの移動距離はLであるのに対し、滑車のセミ組を用いた場合、図11の(b)に示すように、ウエイトWの荷重はP/2となるが、ウエイトWの移動距離はL×2となる。従って、ウエイトWの荷重Pを1/5にすれば、ウエイトWの移動距離は5倍となり、これではウエイトWを吊り下げる設備(鉄塔)は相当の高さが必要となる。これを解決するため、ウエイトと同様の一定荷重をワイヤロープに載荷することの出来る、ワイヤ巻取機から成る定荷重載荷装置を開発した。   Usually, the electric wires of the overhead power transmission line are installed at 20000N to 40000N. Therefore, in principle, a weight of 2000 kg to 3000 kg is required. This increases the weight of the weight, impairs workability at the time of handling, and increases the load loaded on equipment such as a steel tower that suspends the weight. Therefore, it is conceivable to reduce the necessary weight weight by the principle of the pulley. However, the weight moving distance in this case increases in inverse proportion to the reduction in load. FIG. 11 shows the relationship between the load P and the moving distance of the weight W. FIG. 11A shows the case where the moving distance of the weight W with respect to the load P is L, whereas the pulley semi-set is used. As shown in FIG. 11B, the load of the weight W is P / 2, but the moving distance of the weight W is L × 2. Therefore, if the load P of the weight W is reduced to 1/5, the moving distance of the weight W is increased by a factor of 5, and this requires a considerable height for the equipment (steel tower) for suspending the weight W. To solve this problem, we developed a constant load loading device consisting of a wire winder that can load a wire rope with a constant load similar to the weight.

しかしながら、ワイヤ巻取機は、図12に示すように、通常、ワイヤロープをボビンに巻き付けると、巻径が変化するため、一定トルクでボビンを回転させるとワイヤロープの荷重は変化する。そこで、ワイヤロープの巻径を検知し、ワイヤロープの張力は一定になるように巻き取りトルクを調整する方式を採用した。   However, as shown in FIG. 12, when a wire rope is wound around a bobbin, the wire winding machine usually changes its winding diameter. Therefore, when the bobbin is rotated with a constant torque, the load on the wire rope changes. Therefore, a method of detecting the winding diameter of the wire rope and adjusting the winding torque so that the tension of the wire rope becomes constant was adopted.

具体的には、請求項1の発明は、移線したい鉄塔の上端部に移線したい電線の一端を接続し、他端を当該電線近くの鉄塔を経由して、地上付近に設けた荷重載荷体に接続することにより、上記移線したい電線に荷重をかけながら電線を移線させる架空送電線の電線移線工法において、上記荷重載荷体による移線したい電線への荷重のかけ方は、鉄塔間の距離、電線の撓み距離、及び、電線の単位重量から計算される張力に見合った定荷重を常時かけ、上記定荷重は、上記電線に接続したワイヤロープのワイヤロープ荷重と上記定荷重とが、常に等しくなるようにワイヤロープ巻取リールの電動モータの正逆回転をコンピュータで制御することにより行う、常時定荷重をかけながら架空送電線を電線移線する工法とした。また、請求項2の発明は、請求項1におけるコンピュータ制御には、上記ワイヤロープ荷重と上記定荷重とが、常に等しくなるようにワイヤロープ巻取リールの電動モータの正逆回転をコンピュータで制御するアルゴリズムが組み込まれている、請求項1に記載の常時定荷重をかけながら架空送電線を電線移線する工法とした。   Specifically, the invention of claim 1 is the load loading provided in the vicinity of the ground by connecting one end of the electric wire to be transferred to the upper end of the steel tower to be transferred and passing the other end through the steel tower near the electric wire. In the wire transfer method of the overhead power transmission line that transfers the electric wire while applying a load to the electric wire to be transferred by connecting to the body, the method of applying the load to the electric wire to be transferred by the load loader is The constant load corresponding to the tension calculated from the distance between the wire, the bending distance of the wire, and the unit weight of the wire is constantly applied, and the constant load is the wire rope load of the wire rope connected to the wire and the constant load. However, the method of transferring the overhead power transmission line while constantly applying a constant load was performed by controlling the forward / reverse rotation of the electric motor of the wire rope take-up reel with a computer so as to be always equal. According to a second aspect of the present invention, in the computer control of the first aspect, the forward / reverse rotation of the electric motor of the wire rope take-up reel is controlled by a computer so that the wire rope load and the constant load are always equal. The construction method for transferring the overhead power transmission line while applying a constant constant load according to claim 1 is incorporated.

また、請求項3の発明は、ワイヤロープの一端を巻き付けたリールを回転自在に設け、当該リールを回転駆動させる回転駆動装置を設け、当該回転駆動装置により上記リールから導出した上記ワイヤロープに張力をかけ、当該ワイヤロープの移動速度を検出する速度センサを設け、当該速度センサにより検出したワイヤロープの移動速度と当該回転駆動装置の回転速度とを比較演算して当該ワイヤロープの巻径を検知し、この巻径を基に、ワイヤロープに載荷したい請求項1に記載の方法により得られた定荷重値から当該回転駆動装置の回転トルクを演算し、当該回転駆動装置の回転方向及び回転トルクを制御する、請求項1の方法に使用する定荷重載荷装置とした。   According to a third aspect of the present invention, a reel around which one end of a wire rope is wound is rotatably provided, a rotary drive device that rotationally drives the reel is provided, and tension is applied to the wire rope led out from the reel by the rotary drive device. And a speed sensor that detects the moving speed of the wire rope is provided, and the wire rope moving speed detected by the speed sensor is compared with the rotating speed of the rotary drive device to detect the winding diameter of the wire rope. Then, based on this winding diameter, the rotational torque of the rotary drive device is calculated from the constant load value obtained by the method of claim 1 to be loaded on the wire rope, and the rotational direction and rotational torque of the rotary drive device are calculated. The constant load loading device used in the method of claim 1 is controlled.

また、請求項4の発明は、ワイヤロープの一端を巻き付けたリールを回転自在に設け、当該リールを回転駆動させる回転駆動装置を設け、当該回転駆動装置により上記リールから導出した上記ワイヤロープに張力をかけ、当該ワイヤロープの張力を検出する荷重センサを設け、当該荷重センサにより検出したワイヤロープの荷重値とワイヤロープに載荷したい請求項1に記載の方法により得られた定荷重値を比較して、これらの荷重値が常に同じとなるように上記回転駆動装置の回転方向及び回転トルクを制御する、請求項1の方法に使用する定荷重載荷装置とした。また、請求項5の発明は、請求項3乃至4の定荷重載荷装置における各種制御を自動的に行うコンピュータ装置とした。 According to a fourth aspect of the present invention, a reel around which one end of a wire rope is wound is rotatably provided, a rotary drive device that rotationally drives the reel is provided, and tension is applied to the wire rope led out from the reel by the rotary drive device. And a load sensor for detecting the tension of the wire rope is provided, and the load value of the wire rope detected by the load sensor is compared with the constant load value obtained by the method according to claim 1. Thus, the constant load loading device used in the method according to claim 1 is configured to control the rotational direction and the rotational torque of the rotary drive device so that these load values are always the same. The invention of claim 5 is a computer device that automatically performs various controls in the constant load loading device of claims 3 to 4.

請求項1及び2の発明によれば、電線の移線中に、電線長が不足して電線の張力が上昇したり、また、反対に電線が余剰になって電線が垂下しようとするが、当該電線に常に鉄塔間の距離、電線の撓み距離、及び電線の単位重量から計算した定荷重を与えているため、自動的に電線長が調整され、電線の荷重の上昇や垂れ下がりが起こらない。従って、安定した作業が実現できるものである。それ故、従来のような各作業箇所との連絡ミスによる電線の過張力や異常垂下など、人為的なトラブルが防止でき、特に鉄道や主要道路などの重要横過物件上空での作業でも安全性を確保できる。また、電線の状態は、自動的に調整されるので、作業員による調整に比べて作業の連続性が高まり、作業時間の短縮が図れ、施工費を低廉化することができる。また、電線の異常垂下が生じないので、これらの電線の下に防護用ネットを張る必要がなくなり、施工費を低廉化することができる。また、これまで、電線の状態を作業員が目視で確認することが困難な夜間作業が可能となった。これにより鉄道の上空での作業など、トラブルが発生すると甚大な社会的影響を与える箇所では、夜間に作業を行うことで、重大災害を回避することができる。また、従来の工法では、各作業箇所の作業員同士で頻繁に連絡を取り合う必要があるが、連絡方法は無線機や拡声器を用いるため、現場周囲は非常に騒がしい。しかしながら、この工法により頻繁な連絡は不要となるため、騒音を低減できる。   According to the inventions of claims 1 and 2, during the transfer of the electric wire, the electric wire length is insufficient and the electric wire tension increases, or conversely, the electric wire becomes excessive and the electric wire tends to hang down. Since a constant load calculated from the distance between steel towers, the bending distance of the electric wire, and the unit weight of the electric wire is always applied to the electric wire, the electric wire length is automatically adjusted, and the load of the electric wire does not increase or sag. Therefore, stable work can be realized. Therefore, it is possible to prevent human troubles such as over-tension and abnormal drooping of wires due to mistakes in communication with each work place as in the past, and it is safe even when working over important overpassed properties such as railways and main roads. Can be secured. In addition, since the state of the electric wire is automatically adjusted, the continuity of the work is increased as compared with the adjustment by the worker, the working time can be shortened, and the construction cost can be reduced. Further, since no abnormal drooping of the electric wires occurs, it is not necessary to put a protective net under these electric wires, and the construction cost can be reduced. In addition, it has become possible to work at night when it is difficult for an operator to visually check the state of the electric wire. This makes it possible to avoid serious disasters by performing work at night in places that have a great social impact when trouble occurs, such as work over the railway. Moreover, in the conventional construction method, it is necessary to communicate frequently between workers at each work location. However, since the communication method uses a radio or a loudspeaker, the surroundings of the site are very noisy. However, since this method does not require frequent contact, noise can be reduced.

また、請求項3、4及び5の各発明では、リールから導出するワイヤロープに常時張力をかけ、このワイヤロープの動きをセンサで検知して、リールの回転駆動装置の回転の正逆、又は回転トルクを制御して、常に上記ワイヤロープに係る荷重を、効率よく保持することが出来る。その上、ワイヤロープを回転駆動装置によりリールに巻き付けたり、リールから繰り出して移動させるため、ワイヤロープの移動距離が長くても瞬時に処理できる。従って、高い荷重が必要な場合でも、多段のセミ組を行うことができる。   Further, in each of the inventions of claims 3, 4 and 5, a tension is always applied to the wire rope led out from the reel, and the movement of the wire rope is detected by a sensor, and the forward / reverse rotation of the rotation driving device of the reel, or By controlling the rotational torque, the load related to the wire rope can always be efficiently held. In addition, since the wire rope is wound around the reel by the rotary drive device or moved out from the reel, the wire rope can be processed instantaneously even if the moving distance of the wire rope is long. Therefore, even when a high load is required, a multistage semi-assembly can be performed.

移線したい鉄塔の上端部に移線したい電線の一端を接続し、他端を当該電線近くの鉄塔を経由して、地上付近に設けた荷重載荷体に接続することにより、上記移線したい電線に荷重をかけながら電線を移線せる架空送電線の電線移線工法において、上記荷重載荷体による移線したい電線への荷重のかけ方は、鉄塔間の距離、電線の撓み距離、及び、電線の単位重量から計算される張力に見合った定荷重を常時かけ、上記定荷重は、上記電線に接続したワイヤロープのワイヤロープ荷重と上記定荷重とが、常に等しくなるようにワイヤロープ巻取リールの電動モータの正逆回転をコンピュータで制御することにより行う、常時定荷重をかけながら架空送電線を電線移線する。これにより、自動的に移線する電線長が調整され、移線中に、電線長が不足して電線の張力が上昇したり、また、電線が余剰になって電線が垂下することがなく、作業の安全確実化と省力化を実現できる。   By connecting one end of the wire to be transferred to the upper end of the steel tower to be transferred and connecting the other end to the load carrying body provided near the ground via the steel tower near the wire, the wire to be transferred In the wire transfer method of an overhead power transmission line that transfers the wire while applying a load to the wire, the load applied to the wire to be transferred by the load carrying body is the distance between the towers, the bending distance of the wire, and the wire A constant load corresponding to the tension calculated from the unit weight of the wire rope is constantly applied, and the constant load is such that the wire rope load of the wire rope connected to the electric wire is always equal to the constant load. The electric transmission line of the overhead power transmission line is transferred while constantly applying a constant load. As a result, the length of the wire automatically transferred is adjusted, and during the transfer, the wire length is insufficient and the tension of the wire is increased, or the wire is excessive and the wire does not hang down, Work safety and labor saving can be realized.

以下この発明を図面に基づいて説明する。
図1及び図2はこの発明の工法の概略構成図であり、三基の鉄塔1、2、3に取り付けられていた電線4の一端を、鉄塔3から鉄塔5に移線する場合、当該電線4の鉄塔1,2及び3の碍子の支持を外して、各鉄塔1、2に取り付けた金車6,7に電線4を移す。そして、鉄塔3に取り付けた電線4の一端を鉄塔5に移動させる。その際、図2に示すように、当該電線4の移線の一端に2本のワイヤロープ8、9を接続し、一方のロープ8を鉄塔3上で支持し、他方のロープ9を移線先の鉄塔5の上で支持し、一方のロープ8を伸ばしながら、他方のロープ9を引っ張りつつ電線4を移線させる。またこの移線の際、当該電線4の固定側の端部にワイヤロープ10の一端を接続し、当該ワイヤロープ10の他端に定荷重載荷体(ただし、図1及び図2では定荷重と表示)11を接続する。これにより、電線4の移線中、電線4は張力が上昇して上方に上がったり、また、反対に張力が弱められて大きく弛んだりしようとするが、電線4に常に一定荷重がかかり、電線4が異常に上昇したり、弛んだりすることが起こらない。
The present invention will be described below with reference to the drawings.
1 and 2 are schematic configuration diagrams of the construction method of the present invention. When one end of the electric wire 4 attached to the three steel towers 1, 2, and 3 is transferred from the steel tower 3 to the steel tower 5, the electric wire The support of the steel towers 1, 2 and 3 of the steel tower 4 is removed, and the electric wire 4 is moved to the gold wheels 6 and 7 attached to the steel towers 1 and 2. Then, one end of the electric wire 4 attached to the steel tower 3 is moved to the steel tower 5. At that time, as shown in FIG. 2, two wire ropes 8 and 9 are connected to one end of the transfer of the electric wire 4, one rope 8 is supported on the steel tower 3, and the other rope 9 is transferred. The wire 4 is transferred while being supported on the previous steel tower 5 and stretching one rope 8 while pulling the other rope 9. Further, at the time of this transfer, one end of the wire rope 10 is connected to the end of the wire 4 on the fixed side, and the other end of the wire rope 10 is connected to a constant load loading body (however, in FIG. 1 and FIG. Display) 11 is connected. Thereby, during the transfer of the electric wire 4, the electric wire 4 increases in tension and goes upward, or on the contrary, the tension is weakened and tends to be greatly loosened. Does not rise abnormally or sag.

上記定荷重載荷体への定荷重は、次のようにして決定する。図3は、鉄塔間の距離Sに電線4を鉄塔の上端より距離Dだけ撓んで緊張した状態を示している。電線4の単位重量wの場合、電線4にかかる張力Tは、当該技術分野では、次の(1)式により、
T=wS/8D ・・・・・・(1)
で表されことが知られている。また、この張力Tは、図1における定荷重と等しい値である。
そこで、図1における定荷重は、予め鉄塔5と鉄塔2間の距離Sが分かっており、また、電線4を撓ませる距離Dも分かっていると、使用する電線4の単位重量wは分かっているので、電線を移線させる作業の前から、想定することができるのである。
また、この定荷重は、電線を移線させる作業現場において、予め想定されている重量があればよいので、山岳地帯のような運搬車が入りにくい作業現場へは、定荷重載荷体を分割して、人力で搬送し、現場で組み立てることも出来る。
通常、架空送電線を移線する場合は、計画段階から上記鉄塔間の距離S、電線4の撓み距離D、電線4の単位重量wは分かっているので、上記(1)式より、張力T、すなわち、定荷重Wを計算することができ、定荷重体として、何Kgのものを用意しておけば良いかを、予め想定することができる。
The constant load on the constant load load body is determined as follows. FIG. 3 shows a state in which the electric wire 4 is bent and strained by a distance D from the upper end of the tower at a distance S between the towers. In the case of the unit weight w of the electric wire 4, the tension T applied to the electric wire 4 is expressed by the following equation (1) in the technical field:
T = wS 2 / 8D (1)
It is known that The tension T is equal to the constant load in FIG.
Therefore, when the constant load in FIG. 1 is known in advance, the distance S between the tower 5 and the tower 2 is known, and if the distance D for bending the electric wire 4 is also known, the unit weight w of the electric wire 4 to be used is known. Therefore, it can be assumed before the work of transferring the wires.
In addition, the constant load needs only to have a weight that is assumed in advance at the work site where the electric wires are transferred, so the constant load load body is divided into work sites where mountain vehicles are difficult to enter. It can be transported manually and assembled on site.
Usually, when transferring an overhead power transmission line, the distance S between the towers, the deflection distance D of the electric wire 4 and the unit weight w of the electric wire 4 are known from the planning stage. That is, the constant load W can be calculated, and it can be assumed in advance how many kilograms of the constant load body should be prepared.

この定荷重載荷体11の装置構成は、図4に示すように、上記ワイヤロープ10の一端を巻き付けたリール12を回転自在に設け、当該リール12を回転駆動させる電動モータ(具体的には三相の誘導電動機)13を設け、当該電動モータ13により上記リール12に巻き付けたワイヤロープ10に張力をかけ、当該ワイヤロープ10の移動速度を検出する速度センサ14を設け、当該速度センサ14により検出したワイヤロープ10の移動速度と当該電動モータ13の回転速度とを比較演算することで当該ワイヤロープ10の巻径を検知し、この巻径を基に、ワイヤロープ10に載荷したい指定荷重値(上記方法により得られた値)から当該電動モータ13の回転トルクを演算し、当該電動モータ13の回転方向及び回転トルクを制御する構成となっている。また、これらの速度センサ14により検出したワイヤロープ10の移動速度と当該電動モータ13の回転速度とを比較演算して当該ワイヤロープ10の巻径を検知し、この巻径を基に、ワイヤロープ10に載荷したい指定荷重値(上記方法により得られた値)から当該電動モータ13の回転トルクを演算し、当該電動モータ13の回転方向及び回転トルクを制御することはコンピュータ15で行う。   As shown in FIG. 4, the apparatus configuration of the constant-load loading body 11 is an electric motor (specifically three motors) that rotatably rotates a reel 12 around which one end of the wire rope 10 is wound. Phase induction motor) 13, a tension sensor 14 is provided to apply tension to the wire rope 10 wound around the reel 12 by the electric motor 13, and the movement speed of the wire rope 10 is detected. The winding speed of the wire rope 10 is detected by comparing the moving speed of the wire rope 10 and the rotational speed of the electric motor 13, and a specified load value to be loaded on the wire rope 10 based on this winding diameter ( The rotational torque of the electric motor 13 is calculated from the value obtained by the above method), and the rotational direction and rotational torque of the electric motor 13 are controlled. And it has a formation. Further, the moving speed of the wire rope 10 detected by these speed sensors 14 and the rotational speed of the electric motor 13 are compared and calculated to detect the winding diameter of the wire rope 10, and based on this winding diameter, the wire rope The computer 15 calculates the rotational torque of the electric motor 13 from the designated load value (value obtained by the above method) to be loaded on the motor 10 and controls the rotational direction and the rotational torque of the electric motor 13.

また、上記図3に示す定荷重載荷体11に代えて、図5に示す定荷重載荷体16にしても良い。この場合は、リール12に一他を巻き付けたワイヤロープ10の張力を検出する荷重センサ17を設け、この荷重センサ17で検出したワイヤロープ10の荷重値と当該ワイヤロープ10に載荷したい指定荷重値とをコンピュータ18で比較し、これらの値が常に同じとなるように電動モータ13の回転トルクを演算し、当該電動モータ13の回転方向及び回転トルクを制御する構成となっている。
これらの定荷重載荷体11、16には、上記コンピュータが最適に機能するようなアルゴリズムを組み込んでおけば、容易に機能させることができる。
Further, instead of the constant load load body 11 shown in FIG. 3, the constant load load body 16 shown in FIG. 5 may be used. In this case, a load sensor 17 that detects the tension of the wire rope 10 wound around the reel 12 is provided, and the load value of the wire rope 10 detected by the load sensor 17 and the specified load value to be loaded on the wire rope 10 are provided. And the computer 18 calculates the rotational torque of the electric motor 13 so that these values are always the same, and controls the rotational direction and rotational torque of the electric motor 13.
These constant load loaded bodies 11 and 16 can be made to function easily by incorporating an algorithm that allows the computer to function optimally.

この工法は、図6から図9に示す電線の移線形態に適用可能である。まず、図6はこの工法の第1使用例を示すもので、上記図1及び図2で示したものと同様に、電線の片端の取付点を他の鉄塔又は支持物に変更する移線工事を示すものである。また、図7に示すものはこの工法の第2使用例を示すもので、連続した電線の中間部の取付点を上方に変更する移線工事である。この場合は、移線する電線4の一端(図7では左側)にワイヤロープ10を接続して、当該ワイヤロープ10に上記定荷重載荷体11又は16を接続して定荷重をかけながら、上記中間部の電線4を吊り下げた金車19のロープ20を地上に設置した巻き取り機21で巻き取り、電線4の中間部を上に移動させ、移線する。   This construction method is applicable to the wire transfer forms shown in FIGS. First, FIG. 6 shows a first use example of this construction method. As in the case shown in FIGS. 1 and 2, the transfer work for changing the attachment point at one end of the electric wire to another tower or support. Is shown. Moreover, what is shown in FIG. 7 shows the 2nd usage example of this construction method, and is transfer work which changes the attachment point of the intermediate part of a continuous electric wire upward. In this case, the wire rope 10 is connected to one end (left side in FIG. 7) of the wire 4 to be transferred, and the constant load carrying body 11 or 16 is connected to the wire rope 10 while applying a constant load. The rope 20 of the gold wheel 19 from which the intermediate wire 4 is suspended is wound up by a winder 21 installed on the ground, and the intermediate portion of the electric wire 4 is moved upward and transferred.

図8に示すものはこの工法の第3使用例を示すもので、図7と同様に、電線の中間部の取付点を上方に変更する移線工事であるが、電線の両側などの他の鉄塔の下に定荷重載荷体を設置できない場合である。そこで、当該電線の、取付点を上方に変更する箇所に移線吊上金具22を設け、この移線吊上金具22に接続したロープ23を当該鉄塔の下に設置した巻き取り機24で巻き上げ、電線4を上方に移動させ、移線する。その際、上記移線吊上金具22の両側の電線4箇所にワイヤロープ10を夫々接続して当該ワイヤロープ10に上記定荷重載荷体11又は16を夫々接続して定荷重をかける。また、図9に示すものはこの工法の第4使用例を示すもので、鉄塔等の支持物に吊架された電線4の一部が損傷した場合などに、電線を数十メートル横移動させるときの移線工事である。この場合も電線4の一端にロープ25を接続してこのロープ25を巻き取り機26で巻き上げ、電線4を横方向に移動させる。その際、電線4の他端にワイヤロープ10を取り付け、このワイヤロープ10に上記定荷重載荷体11又は16を接続して電線4に定荷重をかける。そして電線4の損傷箇所が、鉄塔箇所に移動すると、そこで、電線4の損傷箇所を補修し、電線4をもとの位置に戻す作業である。 FIG. 8 shows a third usage example of this construction method. Similarly to FIG. 7, it is a transfer work in which the attachment point of the middle part of the electric wire is changed upward. This is a case where a constant load carrier cannot be installed under the steel tower. Therefore, a transfer wire lifting bracket 22 is provided at a location where the attachment point of the wire is changed upward, and a rope 23 connected to the transfer wire lifting bracket 22 is wound up by a winder 24 installed under the steel tower. Then, the electric wire 4 is moved upward and transferred. At that time, the wire ropes 10 are respectively connected to the four electric wires on both sides of the transfer hoisting bracket 22, and the constant load loading bodies 11 or 16 are respectively connected to the wire ropes 10 to apply a constant load. Moreover, what is shown in FIG. 9 shows the 4th usage example of this construction method, and when a part of the electric wire 4 suspended on the support such as a steel tower is damaged, the electric wire is moved laterally by several tens of meters. It is the transfer work of time. Also in this case, the rope 25 is connected to one end of the electric wire 4 and the rope 25 is wound up by the winder 26 to move the electric wire 4 in the lateral direction. At that time, a wire rope 10 is attached to the other end of the electric wire 4, and the constant load loading body 11 or 16 is connected to the wire rope 10 to apply a constant load to the electric wire 4. And when the damaged part of the electric wire 4 moves to a steel tower part, it is the operation | work which repairs the damaged part of the electric wire 4 and returns the electric wire 4 to the original position there.

なお、上記実施例では、移線する電線にワイヤロープを接続し、これを定荷重載荷体に接続したが、ワイヤロープに限らず、ロープ、電線等、適宜の線条体であれば良い。また、上記実施例では電動モータ13としたが、他の適宜の回転駆動装置であれば良い。また、上記図5から図8のこの工法の使用例では、移線する電線4とワイヤロープ10との接続に、セミ組を介在させているが、このセミ組の使用は任意である。   In addition, in the said Example, although the wire rope was connected to the electric wire to transfer and this was connected to the constant load load body, it should just be an appropriate linear body, such as not only a wire rope but a rope and an electric wire. In the above embodiment, the electric motor 13 is used. However, any other appropriate rotational drive device may be used. Moreover, in the usage example of this construction method of FIGS. 5 to 8, a semi-set is interposed in the connection between the wire 4 to be transferred and the wire rope 10, but the use of this semi-set is optional.

この発明の移線工法を示す概略構成図である。It is a schematic block diagram which shows the transfer method of this invention. この発明の移線工法の途中を示す概略構成図である。It is a schematic block diagram which shows the middle of the transfer method of this invention. この発明の移線工法に使用する定荷重の算出方法を示す原理説明図である。It is principle explanatory drawing which shows the calculation method of the constant load used for the transfer method of this invention. この発明の移線工法に使用する定荷重載荷体の装置の概略構成図である。It is a schematic block diagram of the apparatus of the constant load loading body used for the transfer method of this invention. この発明の移線工法に使用する定荷重載荷体の装置の他の実施例の概略構成図である。It is a schematic block diagram of the other Example of the apparatus of the constant load loading body used for the transfer method of this invention. この発明の移線工法の第1使用例を示す概略構成図である。It is a schematic block diagram which shows the 1st usage example of the transfer method of this invention. この発明の移線工法の第2使用例を示す概略構成図である。It is a schematic block diagram which shows the 2nd usage example of the transfer method of this invention. この発明の移線工法の第3使用例を示す概略構成図である。It is a schematic block diagram which shows the 3rd usage example of the transfer method of this invention. この発明の移線工法の第4使用例を示す概略構成図である。It is a schematic block diagram which shows the 4th usage example of the transfer method of this invention. 従来の移線工法の概略構成図である。It is a schematic block diagram of the conventional transfer method. (a)図は定荷重をウエイトを用いてかけた場合のウエイト荷重と移動距離の関係を示す説明図、(b)図はこれに滑車のセミ組を介在させた場合のウエイト荷重と移動距離の関係を示す説明図である。(A) is an explanatory view showing the relationship between the weight load and the moving distance when a constant load is applied using a weight, and (b) the weight is the weight load and the moving distance when a semi-assembly of a pulley is interposed therebetween. It is explanatory drawing which shows these relationships. この発明の移線工法に使用する定荷重載荷装置の原理を説明する説明構成図である。It is explanatory drawing explaining the principle of the constant load loading apparatus used for the transfer method of this invention.

符号の説明Explanation of symbols

1 鉄塔 2 鉄塔
3 鉄塔 4 電線
5 鉄塔 6 金車
7 金車 8 ロープ
9 ロープ 10 ワイヤロープ
11 定荷重載荷体 12 リール
13 電動モータ 14 速度センサ
15 コンピュータ 16 定荷重載荷体
17 荷重センサ 18 コンピュータ
19 金車 20 ロープ
21 巻き取り機 22 移線吊上金具
23 ロープ 24 巻き取り機
25 ロープ 26 巻き取り機
DESCRIPTION OF SYMBOLS 1 Steel tower 2 Steel tower 3 Steel tower 4 Electric wire 5 Steel tower 6 Gold wheel 7 Gold wheel 8 Rope 9 Rope 10 Wire rope 11 Constant load loading body 12 Reel 13 Electric motor 14 Speed sensor 15 Computer 16 Constant load loading body 17 Load sensor 18 Computer 19 Gold Car 20 Rope 21 Winder 22 Transfer lifting bracket 23 Rope 24 Winder
25 Rope 26 Winder

Claims (5)

移線したい鉄塔の上端部に移線したい電線の一端を接続し、他端を当該電線近くの鉄塔を経由して、地上付近に設けた荷重載荷体に接続することにより、上記移線したい電線に荷重をかけながら電線を移線させる架空送電線の電線移線工法において、
上記荷重載荷体による移線したい電線への荷重のかけ方は、鉄塔間の距離、電線の撓み距離、及び、電線の単位重量から計算される張力に見合った定荷重を常時かけ、
上記定荷重は、上記電線に接続したワイヤロープのワイヤロープ荷重と上記定荷重とが、常に等しくなるようにワイヤロープ巻取リールの電動モータの正逆回転をコンピュータで制御することにより行うことを特徴とする、常時定荷重をかけながら架空送電線を電線移線する工法。
By connecting one end of the wire to be transferred to the upper end of the steel tower to be transferred and connecting the other end to the load carrying body provided near the ground via the steel tower near the wire, the wire to be transferred In the wire transfer method for overhead power transmission lines that transfer wires while applying a load to
The method of applying a load to the wire to be transferred by the load loaded body is to constantly apply a constant load corresponding to the tension calculated from the distance between towers, the bending distance of the wire, and the unit weight of the wire,
The constant load is performed by controlling the forward / reverse rotation of the electric motor of the wire rope take-up reel with a computer so that the wire rope load of the wire rope connected to the electric wire is always equal to the constant load. Characteristic method for transferring overhead power lines while constantly applying constant load.
請求項1におけるコンピュータ制御には、上記ワイヤロープ荷重と上記定荷重とが、常に等しくなるようにワイヤロープ巻取リールの電動モータの正逆回転をコンピュータで制御するアルゴリズムが組み込まれていることを特徴とする、請求項1に記載の常時定荷重をかけながら架空送電線を電線移線する工法。 The computer control in claim 1 incorporates an algorithm for controlling the forward / reverse rotation of the electric motor of the wire rope take-up reel by a computer so that the wire rope load and the constant load are always equal. The construction method for transferring an overhead power transmission line while applying constant constant load according to claim 1. ワイヤロープの一端を巻き付けたリールを回転自在に設け、当該リールを回転駆動させる回転駆動装置を設け、当該回転駆動装置により上記リールから導出した上記ワイヤロープに張力をかけ、当該ワイヤロープの移動速度を検出する速度センサを設け、当該速度センサにより検出したワイヤロープの移動速度と当該回転駆動装置の回転速度とを比較演算して当該ワイヤロープの巻径を検知し、この巻径を基に、ワイヤロープに載荷したい請求項1に記載の方法により得られた定荷重値から当該回転駆動装置の回転トルクを演算し、当該回転駆動装置の回転方向及び回転トルクを制御することを特徴とする、請求項1の方法に使用する定荷重載荷装置。 A reel around which one end of the wire rope is wound is rotatably provided, a rotation driving device is provided for rotating the reel, tension is applied to the wire rope led out from the reel by the rotation driving device, and the moving speed of the wire rope A speed sensor for detecting the wire rope is detected, the wire rope moving speed detected by the speed sensor is compared with the rotational speed of the rotary drive device to detect the winding diameter of the wire rope, and based on this winding diameter, The rotational torque of the rotational drive device is calculated from the constant load value obtained by the method according to claim 1 to be loaded on the wire rope, and the rotational direction and rotational torque of the rotational drive device are controlled. The constant load loading apparatus used for the method of Claim 1. ワイヤロープの一端を巻き付けたリールを回転自在に設け、当該リールを回転駆動させる回転駆動装置を設け、当該回転駆動装置により上記リールから導出した上記ワイヤロープに張力をかけ、当該ワイヤロープの張力を検出する荷重センサを設け、当該荷重センサにより検出したワイヤロープの荷重値とワイヤロープに載荷したい請求項1に記載の方法により得られた定荷重値を比較して、これらの荷重値が常に同じとなるように上記回転駆動装置の回転方向及び回転トルクを制御することを特徴とする、請求項1の方法に使用する定荷重載荷装置。 A reel around which one end of the wire rope is wound is rotatably provided, a rotary drive device is provided for rotationally driving the reel, tension is applied to the wire rope led out from the reel by the rotary drive device, and the tension of the wire rope is increased. A load sensor for detection is provided, and the load value of the wire rope detected by the load sensor is compared with the constant load value obtained by the method according to claim 1, and these load values are always the same. The constant load loading device used in the method of claim 1, wherein the rotational direction and rotational torque of the rotational drive device are controlled so that 請求項3乃至4の定荷重載荷装置における各種制御を自動的に行うことを特徴とするコンピュータ装置。 5. A computer apparatus that automatically performs various controls in the constant load loading apparatus according to claim 3.
JP2006041645A 2006-02-17 2006-02-17 Method of moving overhead transmission lines while constantly applying a constant load Active JP4602263B2 (en)

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JP2009067301A (en) * 2007-09-14 2009-04-02 Shin Kurushima Dockyard Co Ltd Power receiving equipment of automobile carrying vessel
JP2011041364A (en) * 2009-08-07 2011-02-24 Tadano Ltd Cable extension apparatus

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Publication number Priority date Publication date Assignee Title
CN109208672B (en) * 2018-09-20 2020-11-24 徐州徐工基础工程机械有限公司 Automatic tensioning control system for winch steel wire rope and continuous wall grab bucket machine

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JPH06225421A (en) * 1993-01-22 1994-08-12 Kandenko Co Ltd Winch working method for underground transmission-line work and apparatus therefor
JPH08169638A (en) * 1994-12-16 1996-07-02 Toa Hatsudouki Kk Method for keeping constant tension of winder for transmission line erection
JP2000115933A (en) * 1998-10-06 2000-04-21 Showa Electric Wire & Cable Co Ltd Cable laying method
JP2002159112A (en) * 2000-11-17 2002-05-31 East Japan Railway Co Signal cable drawing apparatus

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JPS627313A (en) * 1985-07-02 1987-01-14 住友電設株式会社 Wire shifting method and apparatus for aerial wire
JPH06225421A (en) * 1993-01-22 1994-08-12 Kandenko Co Ltd Winch working method for underground transmission-line work and apparatus therefor
JPH08169638A (en) * 1994-12-16 1996-07-02 Toa Hatsudouki Kk Method for keeping constant tension of winder for transmission line erection
JP2000115933A (en) * 1998-10-06 2000-04-21 Showa Electric Wire & Cable Co Ltd Cable laying method
JP2002159112A (en) * 2000-11-17 2002-05-31 East Japan Railway Co Signal cable drawing apparatus

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009067301A (en) * 2007-09-14 2009-04-02 Shin Kurushima Dockyard Co Ltd Power receiving equipment of automobile carrying vessel
JP4558773B2 (en) * 2007-09-14 2010-10-06 株式会社新来島どっく Power receiving equipment for car carriers
JP2011041364A (en) * 2009-08-07 2011-02-24 Tadano Ltd Cable extension apparatus

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