JP5597483B2 - Transfer method for existing large-diameter wires - Google Patents

Transfer method for existing large-diameter wires Download PDF

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JP5597483B2
JP5597483B2 JP2010190383A JP2010190383A JP5597483B2 JP 5597483 B2 JP5597483 B2 JP 5597483B2 JP 2010190383 A JP2010190383 A JP 2010190383A JP 2010190383 A JP2010190383 A JP 2010190383A JP 5597483 B2 JP5597483 B2 JP 5597483B2
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秋夫 佐藤
利生 石島
修三 清水
行弘 岡本
晋 嶋田
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株式会社Tlc
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この発明は、鉄塔に懸架された既設の電線を移線し、移線先の塔上で切断して、各切断端を緊線して移線先の塔上に引き留める、現場計測及び塔上プレハブ及びカマレス工法による太径の既設電線の移線工法に関するものである。   This invention transfers the existing electric wire suspended on the steel tower, cuts it on the destination tower, and tightens each cut end and keeps it on the destination tower. The present invention relates to a method for transferring a large-diameter existing electric wire by the prefabricated and camares method.

通常の移線工事は、既設の電線端にカムアロング(電線を把持し、既定の弛度に張り上げるときに使用する治具)を取り付け、当該カムアロングを用いて電線を移線して緊線し、弛度決定後、規定の弛度・張力となるように電線を切断して当該電線端にクランプを装着し、当該クランプを圧縮してこれを鉄塔の腕金に一端を取り付けたがいし連の先端に取り付け、工事が完了する。   The normal transfer work is to attach a cam along (a jig used to grip the wire and pull it up to a predetermined slack) to the end of the existing wire, transfer the wire using the cam along, and tighten the wire. After determining the sag, cut the wire to the specified sag and tension, attach the clamp to the end of the wire, compress the clamp and attach one end to the armrest of the steel tower. Installation is completed.

しかしながら、近年採用されている1520mm2の太径電線の移線工事を前記通常の工法で行うと、緊線張力が高張力となるため、緊線時に電線を把持しているカムアロングが電線の剛性により、くるりと回転してしまい、元に戻らず、カムアロング付近で電線の素線が損傷したり、切断される可能性があり、カムアロングを用いた移線は困難であった。 However, if the transfer work of a 1520 mm 2 thick wire adopted in recent years is carried out by the above-mentioned normal method, the tight tension becomes high, so the cam along that grips the wire at the time of tight connection is the rigidity of the wire. As a result, there is a possibility that the wire will rotate and will not return to its original state, and the wire of the electric wire may be damaged or cut near the cam along, which makes it difficult to transfer using the cam along.

通常、架線工法において、特許文献1に示すように、カムアロングを使用しない工法としてプレハブ架線で採用しているカマレス工法(カムアロングに替えて、圧縮クランプ端部の特殊平行クレビスリンクにカマレス金具を取り付け緊線する工法)があるが、電線を事前に適切な位置で切断し、クランプ圧縮を行う必要がある。   Normally, in the overhead wire method, as shown in Patent Document 1, the camares method adopted in the prefabricated overhead wire as a method that does not use cam-along (instead of cam-along, a camares fitting is attached to a special parallel clevis link at the end of the compression clamp However, it is necessary to cut the wire at an appropriate position in advance and perform clamp compression.

プレハブ架線とは、特許文献2に示すように、規定の弛度になる長さを有した電線を予め地上で作っておき、そのまま、がいし連に取り付けるだけで延線・緊線を完了する工法である。具体的には、予め、電線引留間の径間長、支持点高低差を測量し、各径間に対応する電線長を正確に算出する。この計算に基づき、電線製造と同時に計尺のうえマーキングを施したものを現地に搬入するか、あるいは、計尺して電線を切断し、両端に引留クランプを圧縮して取り付けた状態で現場に搬入する。   A prefabricated overhead wire is a construction method that, as shown in Patent Document 2, an electric wire having a specified sag length is made on the ground in advance, and is simply attached to the insulator string to complete the wire drawing / tightening. It is. Specifically, the span length between the wire retainings and the height difference of the support points are measured in advance, and the wire length corresponding to each span is accurately calculated. On the basis of this calculation, either a measuring instrument with markings at the same time as the manufacture of the electric wire is carried to the site, or a measuring instrument is cut and the electric wire is cut, and a tension clamp is compressed and attached to both ends. Carry in.

架線現場で、前者の場合は、延線時に補正計尺の後電線を切断し、当該電線に装着した引留クランプの圧縮を地上で行った後、延線し、がいし連に取り付ける。後者の場合は、搬入後、所定区間に延線し、両端に取り付けられた引留クランプをがいし連に取り付ける。なお、カマレス金具は、引留クランプをがいし連に取り付けるときに使用する。   In the former case, at the overhead line site, the wire after the correction scale is cut at the time of wire drawing, and after the retaining clamp attached to the wire is compressed on the ground, the wire is drawn and attached to the insulator. In the latter case, after carrying in, the wire is extended to a predetermined section, and the tension clamps attached to both ends are peeled off and attached in series. The camares bracket is used when the retention clamp is attached to the chain.

特許第3200559号公報Japanese Patent No. 3200559 特開平6−217430号公報JP-A-6-217430

しかしながら、前記1520mm2等の太径の既設電線の移線工事においては、前記の通り緊線時に電線へ損傷を与える恐れがあることから、カムアロングは使用できず、なおかつ、空中に架線されている状態であるため、プレハブ架線のように、地上で電線長を計測して切断し、クランプを圧縮して、電線切断端にクランプを取り付けることはできない。 However, in the transfer work of existing wires with a large diameter of 1520 mm 2 or the like, there is a risk of damaging the wires when they are tightened as described above, so the cam along cannot be used and is wired in the air. Since it is in a state, like a prefabricated overhead wire, it is not possible to measure the length of the wire on the ground and cut it, compress the clamp, and attach the clamp to the wire cut end.

そこでこの発明は、太径の既設電線の移線工事を確実に行うために、プレハブ架線で採用しているカマレス工法に着眼し、事前に現状の支持点位置、及び電線形状(弛度)を測定し、測定結果に基づき電線実長を算出することにより、緊線前に移線先の塔上で、予め電線切断、クランプ圧縮を行いカマレス工法にて緊線する、現場計測及び塔上プレハブ及びカマレス工法による太径の既設電線の移線工法を提供することを目的としたものである。   In view of this, the present invention focuses on the Camares method adopted for prefabricated wires in order to ensure the transfer work of existing large-diameter wires, and the current support point position and wire shape (sag) are determined in advance. By measuring and calculating the actual length of the wire based on the measurement result, on-site measurement and prefabricated tower pre-fabrication in which the wire is cut and clamp compressed in advance on the tower to which the wire is transferred before the wire is connected, and the wire is connected using the Camares method. And it aims at providing the transfer method of the existing electric wire of a large diameter by the Kamares method.

請求項1の発明は、二つの鉄塔間に支持された太径の電線を、前記鉄塔間に設けられた新設の鉄塔に移線して、新設の鉄塔に前記電線を支持させる移線工法において、一方の鉄塔から、新設の鉄塔支持点間の電線の弛度を含めた電線実長を計測し、当該電線にその箇所をマーキングし、当該電線の一端に接続した耐張クランプを、一方の鉄塔に設けたがいし連から切り離し、前記耐張クランプは、水平ヨークの中央部に二枚の板体を平行に立設して形成した特殊平行クレビスリンクの一端に垂直方向にのみ回転自在に接続し、当該水平ヨークの両端と、前記一方の鉄塔のがいし連に接続した横長の水平ヨークの両端との間に略水平にセミ組を設け、前記耐張クランプ、特殊平行クレビスリンク及び水平ヨークは相互に回転しないように接続され、前記セミ組のワイヤを繰り出したり、引っ張ったりすることにより、移線する前記電線を繰り出したり、緊線したりできるものとし、前記電線を前記鉄塔間に引き入れながら、当該電線を前記新設の鉄塔の支持点箇所に移線し、当該新設の鉄塔の支持点箇所の近くに設けた足場上で、前記電線のマーキング箇所を切断し、当該切断端に耐張クランプを装着して、圧縮機でこれを圧縮、固定し、当該耐張クランプを新設の鉄塔に設けたがいし連に取り付け、前記鉄塔から、前記セミ組のワイヤを引っ張って電線を戻し、かつ、緊線し、前記一方の鉄塔のがいし連に前記耐張クランプを取り付ける太径の既設電線の移線工法とした。 The invention according to claim 1 is a transfer method in which a large-diameter electric wire supported between two steel towers is transferred to a new steel tower provided between the steel towers, and the new steel tower supports the electric wires. Measure the actual length of the wire including the slackness of the wire between the support points of the new tower from one of the towers, mark the location on the wire, and attach the tension clamp connected to one end of the wire to the other The tension clamp is separated from the insulators provided on the steel tower, and the tension clamp is connected to one end of a special parallel clevis link formed by standing two plates in parallel at the center of the horizontal yoke, and can be rotated only in the vertical direction. A semi-set is provided substantially horizontally between both ends of the horizontal yoke and both ends of the horizontally long horizontal yoke connected to the insulator of the one steel tower. The tension clamp, the special parallel clevis link and the horizontal yoke are Connected to prevent mutual rotation , Or feeding the semi set of wires, by pulling, feeding the wire to Utsurisen, shall be able to or緊線, while draws the wire between the towers, towers of the newly the wire On the scaffolding provided near the support point of the new steel tower, cut the marking part of the wire, attach a tension clamp to the cut end, and This is compressed and fixed, the tension clamp is attached to a newly installed steel tower, the semi-assembled wire is pulled from the steel tower to return the electric wire, and the wire is tightened. A transfer method for a large-diameter existing electric wire in which the tension clamp is attached to the insulator series.

また、請求項2の発明は、前記請求項1に記載の発明において、前記一方の鉄塔から新設の鉄塔間の電線実長の計測が、当該電線の装着物を取り外し、前記鉄塔間の、一方の鉄塔を起点とした電線実長予測箇所に、複数の測定用ターゲット金物を装着し、当該測定用ターゲット金物のみが装着された電線の、各測定用ターゲット金物の位置を地上から測定して、前記鉄塔間の、一方の鉄塔からの電線実長箇所を、各測定用ターゲット金物からの長さにより算出してこれを切断箇所としてマーキングする、太径の既設電線の移線工法とした。   Further, the invention of claim 2 is the invention of claim 1, wherein the measurement of the actual length of the electric wire between the new steel tower from the one steel tower is carried out by removing the attachment of the electric wire, At the actual wire length prediction location starting from the steel tower, attach a plurality of measurement target hardware, measure the position of each measurement target hardware from the ground, only the measurement target hardware is mounted, The actual wire length from one steel tower between the steel towers was calculated based on the length from each measurement target hardware, and this was marked as a cutting position, and this was a transfer method for existing large-diameter electric wires.

請求項1の発明によれば、1520mm等の太径の既設電線の移線工事において、カマレス工法により緊線するため、太径の電線を回転させずに容易に緊線することができる。しかも、既設の電線の、一方の鉄塔から新設の鉄塔の支持点までの実長を計測して当該電線の切断箇所を決めた後、電線を新設の鉄塔箇所に移線し、当該新設の鉄塔上で、切断、及び耐張クランプの圧縮を行うため、移線工事をスムーズかつ容易に行うことができる。
また、太径の既設電線の、各鉄塔の端部及び切断端を耐張クランプで接続し、特殊平行クレビスリンクを介して横長の水平ヨークの両端と、鉄塔のがいし連に設けた横長の水平ヨークの両端との間に設けたセミ組のワイヤで電線を繰り出したり、引っ張って緊線するため、電線が常に一定姿勢を崩さず、捻回したりしない。これは、耐張クランプと特殊平行クレビスリンクと水平ヨークとを相互に回転しないように接続し、しかも前記水平ヨークとがいし連に接続した水平ヨークの各両端に金車を設けたセミ組を設けたため、耐張クランプが取り付けられた、剛性を有する太径の電線が捻回する力か生じても、前記水平ヨークの両端に金車を介して設けた水平なセミ組の構成に阻止され、捻回できない。それ故、太径の電線を傷つけたり、痛めたりせず、移線及び緊線を行うことができる。
According to the first aspect of the present invention, in the transfer work for existing wires with a large diameter of 1520 mm 2 or the like, the wires are tightened by the Camares method, so that the wires with a large diameter can be easily connected without rotating. Moreover, after measuring the actual length of one of the existing wires from the one tower to the support point of the new tower and determining the cutting location of the wire, the wires were transferred to the new tower location, and the new tower Since the cutting and the compression of the tension clamp are performed above, the transfer work can be performed smoothly and easily.
In addition, the ends and cut ends of each steel tower of a large-diameter existing wire are connected with tension clamps, and the horizontal horizontal yokes are installed in both ends of the horizontal horizontal yoke via a special parallel clevis link and the steel tower insulator series. Since the electric wire is drawn out by a semi-assembled wire provided between both ends of the yoke or pulled and tightened, the electric wire does not always lose a fixed posture and is not twisted. This is a semi-assembled assembly in which a tension clamp, a special parallel clevis link and a horizontal yoke are connected so as not to rotate with each other, and a gold wheel is provided at each end of the horizontal yoke connected to the horizontal yoke. Therefore, even if a force that twists a rigid large-diameter electric wire with a tension clamp attached is generated, it is blocked by the horizontal semi-set configuration provided via the gold wheels at both ends of the horizontal yoke, I can't twist it. Therefore, it is possible to perform transfer and close without damaging or damaging the large-diameter wire.

また、請求項2の発明によれば、SRリング(難着雪リング)やCW(カウンターウエイト)等の装着物を撤去し、現状での電線支持点位置や弛度を確認して、事前に計算した電線の切断予測位置付近に、測量用ターゲット金物を取り付け、これらの各測量用ターゲット金物に地上から光を当ててその反射光から当該各測量用ターゲット金物の位置を確認し、前記電線の、一方の鉄塔からの実長が、これらの各測量用ターゲット金物からどちら方向に何センチであるかを確認しこれを切断箇所とするため、極めて精度の良い計測となる。   Further, according to the invention of claim 2, the attached items such as the SR ring (difficult snow ring) and CW (counterweight) are removed, and the current wire support point position and the slackness are confirmed in advance. Attach the target hardware for surveying near the calculated predicted cutting position of the wire, apply light from the ground to each of these target hardware for surveying, check the position of each target hardware for surveying from the reflected light, Since the actual length from one of the steel towers is confirmed in what direction from each of these surveying target hardwares, and this is used as a cutting point, the measurement is extremely accurate.

この発明は、二つの鉄塔間に支持された太径の既設電線を、前記鉄塔間に設けられた新設の鉄塔に移線して、新設の鉄塔に前記電線を支持させる移線工法において、一方の鉄塔から、新設の鉄塔支持点間の電線の弛度を含めた電線実長を計測し、当該電線にその箇所をマーキングし、当該電線の一端に接続した耐張クランプを、鉄塔に設けたがいし連から切り離し、この耐張クランプを横長の水平ヨークの中央に引き留め、当該水平ヨークの両端と前記がいし連に設けた水平ヨークの両端との間にセミ組を設けて当該セミ組のワイヤを繰り出して電線を鉄塔間に引き入れながら、当該電線を前記新設の鉄塔の支持点箇所に移線し、当該新設の鉄塔の支持点箇所の近くに設けた足場上で、前記電線のマーキング箇所を切断し、当該切断端に耐張クランプを装着して、圧縮機でこれを圧縮、固定し、当該耐張クランプを新設の鉄塔に設けたがいし連に取り付け、前記一方の鉄塔から、前記セミ組のワイヤを引っ張って電線を戻し、かつ、緊線し、前記一方の鉄塔のがいし連に前記耐張クランプを取り付ける、太径の既設電線の移線工法とした。   The present invention relates to a transfer method in which a large-diameter existing electric wire supported between two steel towers is transferred to a new steel tower provided between the steel towers, and the new steel tower supports the electric wires. From the steel tower, measure the actual length of the wire including the slackness of the wire between the new steel tower support points, mark the location of the wire, and provide the steel tower with a tension clamp connected to one end of the wire. The tension clamp is separated from the string, and is held in the center of the horizontally long horizontal yoke, and a semi-set is provided between both ends of the horizontal yoke and both ends of the horizontal yoke provided in the insulator series. While drawing out and pulling the wire between the towers, the wire was transferred to the support point of the new tower, and the marking part of the wire was cut on the scaffolding provided near the support point of the new tower And tension at the cut end Mount the lamp, compress and fix it with a compressor, attach the tension clamp to the newly installed tower, pull the semi-set wire from the one tower, and return the wire, And it was set as the transfer method of the existing large diameter electric wire which tightens and attaches the said tension clamp to the insulator series of said one steel tower.

これにより、安全にかつ容易に太径の既設電線を新設の鉄塔に移線させることができる。   Thereby, the existing large diameter electric wire can be safely and easily transferred to the new steel tower.

以下、この発明の実施例1を図に基づいて説明する。図1はこの発明の移線工法を適用する既設の鉄塔及び新設の鉄塔の架線状況を示す概略側面図、図2はこの発明の移線工法における測量用ターゲット金物を電線に取り付けた状態を示す概略説明図、図3はこの発明の移線工法における電線の切断箇所をマーキングする概略説明図、図4はこの発明の移線工法における電線を母線に吊り金車により支持した状態を示す側面図、図5はこの発明の移線工法における母線又は電線の緊線工法を示す平面図、図6はこの発明の移線工法における母線の仮留状態を示す平面図、図7はこの発明の移線工法における電線を新設の鉄塔に移線する状態を示す概略側面図、図8は図7の詳細図、図9はこの発明の移線工法における移線した電線を新設の鉄塔に引き留めた状態を示す概略側面図、図10は、図9の詳細図、図11はこの発明の移線工法における新設の鉄塔の足場で、電線を切断し、これに耐張クランプを圧縮する状態を示す概略平面図、図12はこの発明の移線工法が終了した状態を示す概略側面図である。   Embodiment 1 of the present invention will be described below with reference to the drawings. FIG. 1 is a schematic side view showing an overhead line situation of an existing steel tower and a new steel tower to which the transfer method of the present invention is applied, and FIG. 2 shows a state in which the target metal for surveying is attached to an electric wire in the transfer method of the present invention. Schematic explanatory diagram, FIG. 3 is a schematic explanatory diagram for marking a cut portion of an electric wire in the transfer method according to the present invention, and FIG. 4 is a side view showing a state in which the electric wire in the transfer method according to the present invention is supported on a bus by a suspension wheel. FIG. 5 is a plan view showing a busbar or electric wire tightening method in the transfer method of the present invention, FIG. 6 is a plan view showing a temporary holding state of the busbar in the transfer method of the present invention, and FIG. The schematic side view which shows the state which transfers the electric wire in a wire construction method to a new steel tower, FIG. 8 is the detailed drawing of FIG. 7, FIG. 9 is the state which retained the wire transferred in the wire construction method of this invention on the new steel tower FIG. 10 is a schematic side view showing FIG. 11 is a schematic plan view showing a state where a wire is cut and a tension clamp is compressed on this scaffold for a new steel tower in the transfer method of the present invention, and FIG. 12 is a transfer method of the present invention. It is a schematic side view which shows the state which completed.

まず、図1に示すように、複数の鉄塔T1〜T5に渡って送電線(電線D)が支持されている。これらの鉄塔T2とT3との間に、新設の鉄塔Tnを設け、この新設の鉄塔Tnから電線を分岐させて電力需要家に電力を供給するため、前記鉄塔T2とT3との間の電線Dを新設の鉄塔Tnに移線する工事が行われる。上記電線Dは1520mmの太径の電線である。 First, as shown in FIG. 1, a transmission line (electric wire D) is supported over a plurality of steel towers T1 to T5. A new steel tower Tn is provided between the steel towers T2 and T3, and an electric wire D between the steel towers T2 and T3 is provided to branch the electric wire from the new steel tower Tn and supply electric power to the power consumers. Will be transferred to the new tower Tn. The electric wire D is a 1520 mm 2 thick electric wire.

前記新設の鉄塔Tnが建設されたら、宙乗機に作業者が乗って、この電線Dの外周に装着された難着雪リングやカウンターウエイト等の装着物を取り外し、一方の鉄塔T2又は他方の鉄塔T3から新設の鉄塔Tnまでの距離を算出し、当該距離に相応する、現在の支持点から新設の鉄塔Tnで支持されると予想される電線箇所に、図2に示すように、間隔をあけて3箇所に測量用ターゲット金物1を取り付ける。この測量用ターゲント金物1は図13に示すように、U字ボルトの両端に板体を固定し、当該板体にターゲットを設けている。   When the new steel tower Tn is constructed, an operator rides on the air hoist and removes a snow ring attached to the outer periphery of the electric wire D or an attachment such as a counterweight, and either the steel tower T2 or the other steel tower Tn is removed. The distance from the tower T3 to the new tower Tn is calculated, and the distance corresponding to the distance from the current support point expected to be supported by the new tower Tn as shown in FIG. Attach the target hardware 1 for surveying in three places. As shown in FIG. 13, the surveying target hardware 1 has a plate body fixed to both ends of a U-bolt, and a target is provided on the plate body.

そして、当該電線Dに装着物がない状態での電線弛度や支持点間を測量し、現状での電線実長を計算する。また、これらの鉄塔T2とT3と新設の鉄塔Tnとの間の距離や支持点からの弛度を含めた電線長を夫々計測し、前記測定用ターゲット金物1の位置を地上から光を当て光波測距儀にて測量し、図3に示すように、各測量用ターゲット金物1からどの方向に何cmかを計算し、これを切断箇所Cとしてマーキングする。   Then, the wire sag and the distance between the support points in a state where there is no attachment on the wire D are measured, and the actual wire actual length is calculated. In addition, the distance between the steel towers T2 and T3 and the new steel tower Tn and the length of the wire including the slackness from the support point are measured, and the position of the measurement target hardware 1 is irradiated with light from the ground. A distance measuring instrument is used for surveying, and as shown in FIG. 3, calculating in which direction and how many cm from each surveying target hardware 1 is marked as a cut portion C.

その後、図4に示すように、低張力で電線の垂下を抑制するために、移線する電線Dとこの移線する電線Dの上部に位置する電線を母線D1として、これらの母線D1と電線Dとの間に吊り金車2を吊り下げて、電線Dを母線D1で支持できるようにする。この吊り金車2は、図1において、鉄塔T2と鉄塔T3との間を除き、鉄塔T1から鉄塔T5まで懸架する。   Then, as shown in FIG. 4, in order to suppress the drooping of the electric wire with low tension, the electric wire D to be transferred and the electric wire located above the electric wire D to be transferred are set as the bus D1, and the bus D1 and the electric wire The suspension wheel 2 is hung between the wire D and the electric wire D can be supported by the bus D1. In FIG. 1, the suspension wheel 2 is suspended from the tower T1 to the tower T5 except between the tower T2 and the tower T3.

そして、鉄塔T1及び鉄塔T5の母線D1の引き留めを取り外し、図5に示すように、耐張クランプ3の端部に接続された特殊平行クレビスリンク4の他端を、横長の水平ヨーク5の中央部に接続し、当該水平ヨーク5の両端と、鉄塔T1又はT5に支持されたがいし連6の先端に設けた横長の水平ヨーク7の両端との間に金車を設けて略水平にセミ組8を設け、水平ヨーク5、特殊平行クレビスリンク4及び耐張クランプ3が回転しない構成にする。   Then, the holding of the bus bar D1 of the tower T1 and the tower T5 is removed, and the other end of the special parallel clevis link 4 connected to the end of the tension clamp 3 is connected to the center of the horizontally long horizontal yoke 5 as shown in FIG. A gold wheel between the both ends of the horizontal yoke 5 and the ends of the horizontally long horizontal yoke 7 provided at the tip of the steel frame 6 supported by the steel tower T1 or T5. 8 is provided so that the horizontal yoke 5, the special parallel clevis link 4 and the tension clamp 3 do not rotate.

そこで、図1に示すように母線D1を鉄塔T1及びT5側から鉄塔T2及びT3間に入れ込む。これには、前記各セミ組8のワイヤ8aを繰り出す。その後、母線D1の両端を図6に示すように仮留する。この仮留には、ターンバックル9を介在させて張力を調整する。   Therefore, as shown in FIG. 1, the bus bar D1 is inserted between the steel towers T2 and T3 from the steel towers T1 and T5 side. For this purpose, the wires 8a of the semi-sets 8 are fed out. Thereafter, both ends of the bus D1 are temporarily secured as shown in FIG. In this temporary holding, the tension is adjusted by interposing a turnbuckle 9.

一方この母線D1に吊るされた電線Dも、鉄塔T1及び鉄塔T5のがいし連から取り外し、前記母線D1と同様に、図5に示すように、耐張クランプ3の端部に接続された特殊平行クレビスリンク4の他端を、横長の水平ヨーク5の中央部に接続し、当該水平ヨーク5の両端と、鉄塔T1又はT5に支持されたがいし連6の先端に設けた横長の水平ヨーク7の両端との間に金車を設けて略水平にセミ組8を設け、水平ヨーク5、特殊平行クレビスリンク4及び耐張クランプ3が回転しない構成にする。そして、前記セミ組8のワイヤ8aを繰り出して、図1に示すように、鉄塔T2と鉄塔T3間に電線Dを入れ込む。   On the other hand, the electric wire D suspended from the bus bar D1 is also removed from the insulator series of the steel tower T1 and the steel tower T5, and the special parallel connected to the end of the tension clamp 3 as shown in FIG. The other end of the clevis link 4 is connected to the central portion of the horizontally long horizontal yoke 5, and the horizontally long horizontal yoke 7 provided at both ends of the horizontal yoke 5 and the tip of the insulator 6 supported by the steel tower T 1 or T 5. A gold wheel is provided between both ends and the semi-assembly 8 is provided substantially horizontally so that the horizontal yoke 5, the special parallel clevis link 4 and the tension clamp 3 do not rotate. Then, the wire 8a of the semi-assembly 8 is drawn out, and the electric wire D is inserted between the steel tower T2 and the steel tower T3 as shown in FIG.

この様にして電線Dを、図7に示すように、鉄塔T2と鉄塔T3との間の新設の鉄塔Tnに移線する。この移線においては、図8に示すように電線Dに金車10を載せて当該金車10をワイヤ11で下方に引っ張って降ろす。   In this manner, as shown in FIG. 7, the electric wire D is transferred to a newly installed steel tower Tn between the steel tower T2 and the steel tower T3. In this transfer, as shown in FIG. 8, the gold wheel 10 is placed on the electric wire D, and the gold wheel 10 is pulled downward by the wire 11 to be lowered.

そして、図9に示すように、新設の鉄塔Tnに電線Dを移線したのち、図10に示すように、当該鉄塔Tn付近の両側の電線Dにそれぞれカムアロング12を打ち、セミワイヤ(セミ組)13をセットし、さらに前記カムアロング12の外側に2重防護用カムアロング14を打ち、ワイヤ15で2重防護を施す。また、その際、前記カムアロング12の回転を防止するため、地中にスクリューアンカー16を打ち込んで当該スクリューアンカー16と前記カムアロング12の間にワイヤ17を掛ける場合もある。   Then, as shown in FIG. 9, after the electric wire D is transferred to the new steel tower Tn, as shown in FIG. 10, the cam along 12 is hit on the electric wires D on both sides in the vicinity of the steel tower Tn. 13 is set, and a double protection cam along 14 is hit outside the cam along 12 and a double protection is provided with a wire 15. At that time, in order to prevent the rotation of the cam along 12, the screw anchor 16 may be driven into the ground and the wire 17 may be hung between the screw anchor 16 and the cam along 12.

この様にして前記セミワイヤ13を巻き、電線Dを遊ばして、新設の鉄塔Tnに設けた足場18(図11参照)上で、前記各測量用ターゲット金物1から何センチかの切断箇所2箇所をマーキングし、当該各マーキング箇所で切断する。そして、さらに、電線Dの切断した端部に耐張クランプ3を装着し、図11に示すように、前記足場18に載せた圧縮機19により、各耐張クランプ3を圧縮し、電線D端に固定し、当該鉄塔Tnに支持したがいし連20にヨークを介して各耐張クランプ3を接続する。その後、前記セミワイヤ13やカムアロング12及び14、ワイヤ15及び17、スクリューアンカー16等を撤去する。   In this manner, the semi-wire 13 is wound, the electric wire D is played, and two cutting points of several centimeters are cut from each surveying target hardware 1 on the scaffold 18 (see FIG. 11) provided in the new steel tower Tn. Mark and cut at each marking location. Further, the tension clamps 3 are attached to the cut ends of the electric wires D, and as shown in FIG. 11, the tension clamps 3 are compressed by the compressor 19 placed on the scaffold 18, and the ends of the electric wires D are The tension clamps 3 are connected to the series 20 via yokes, which are fixed to the steel tower Tn. Thereafter, the semi-wire 13, the cam along 12 and 14, the wires 15 and 17, the screw anchor 16 and the like are removed.

そして、前記鉄塔T1及び鉄塔T5において、電線Dを引き留めておいた前記各セミ組8のワイヤ8aを巻き上げ、電線Dを鉄塔T1及び鉄塔T5側に戻す。さらに、弛度を考慮して、前記各セミ組8のワイヤ8aを巻き上げ、鉄塔T1及び鉄塔T5のがいし連6にヨーク7を介して電線Dの各端部の耐張クランプ3を接続する。この様にして、図12に示すように、鉄塔Tnへの電線Dの移線が完了する。   And in the said steel tower T1 and the steel tower T5, the wire 8a of each said semi-assembly 8 which has kept the electric wire D is wound up, and the electric wire D is returned to the steel tower T1 and the steel tower T5 side. Further, considering the slackness, the wire 8a of each semi-assembly 8 is wound up, and the tension clamp 3 at each end of the electric wire D is connected to the insulator 6 of the steel tower T1 and the steel tower T5 via the yoke 7. In this way, the transfer of the electric wire D to the steel tower Tn is completed as shown in FIG.

図13は、電線Dに測量用ターゲット金具1を取り付けた状態を示す斜視図である。また、図14は図5の水平ヨーク5と特殊平行クレビスリンク4の構成を示す斜視図である。   FIG. 13 is a perspective view showing a state in which the surveying target metal fitting 1 is attached to the electric wire D. FIG. 14 is a perspective view showing the configuration of the horizontal yoke 5 and the special parallel clevis link 4 of FIG.

以上のように、この発明は太径の既設の電線を新設の鉄塔に移線する工法において、一方の鉄塔から、新設の鉄塔支持点間の移線する電線の弛度を含めた電線実長を計測し、当該電線にその箇所をマーキングし、当該電線を新設の鉄塔に移線し、当該新設の鉄塔の足場上で電線を切断し、当該切断端に耐張クランプを圧縮機で圧縮、固定し、カマレス工法を用いて電線を緊線するため、作業が容易で、且つ既設の電線を傷めたりしない特徴を有するものである。   As described above, the present invention is a method for transferring an existing large-diameter wire to a new steel tower, and the actual wire length including the slackness of the wire transferred from one steel tower to the support point of the new steel tower. , Mark the location of the wire, transfer the wire to the new steel tower, cut the wire on the scaffold of the new steel tower, compress the tension clamp with a compressor at the cut end, Since it is fixed and the electric wire is tightened using the Camares method, the work is easy and the existing electric wire is not damaged.

この発明の移線工法を適用する既設の鉄塔及び新設の鉄塔の架線状況を示す概略側面図である。It is a schematic side view which shows the overhead wire condition of the existing steel tower and the new steel tower which apply the transfer method of this invention. この発明の移線工法における測量用ターゲット金物を電線に取り付けた状態を示す概略説明図である。It is a schematic explanatory drawing which shows the state which attached the target metal object for surveying in the wire transfer method of this invention to the electric wire. この発明の移線工法における電線の切断箇所をマーキングする概略説明図である。It is a schematic explanatory drawing which marks the cutting location of the electric wire in the transfer method of this invention. この発明の移線工法における電線を母線に吊り金車により支持した状態を示す側面図である。It is a side view which shows the state which supported the electric wire in the transfer method of this invention on the bus-bar with the suspension metal wheel. この発明の移線工法における母線又は電線の緊線工法を示す平面図である。It is a top view which shows the bus-wire or electric wire tight-wire construction method in the transfer construction method of this invention. この発明の移線工法における母線の仮留状態を示す平面図である。It is a top view which shows the temporary holding state of the bus-bar in the transfer method of this invention. この発明の移線工法における移線する電線を新設の鉄塔に移線する状態を示す概略側面図である。It is a schematic side view which shows the state which transfers the electric wire to transfer in the transfer method of this invention to the newly installed steel tower. この発明の移線工法における移線する電線を新設の鉄塔に移線する状態を示す詳細図である。It is detail drawing which shows the state which transfers the electric wire to which it transfers in the transfer method of this invention to the new steel tower. この発明の移線工法における移線した電線を新設の鉄塔に引き留めた状態を示す概略側面図である。It is a schematic side view which shows the state which fastened the transferred electric wire in the new steel tower in the transfer construction method of this invention. この発明の移線工法における移線した電線を新設の鉄塔に引き留めた状態の詳細図である。It is detail drawing of the state which fastened the transferred electric wire in the new construction tower in the transfer method of this invention. この発明の移線工法における新設の鉄塔の足場で、電線を切断し、これに耐張クランプを圧縮する状態を示す概略平面図である。It is a schematic plan view which shows the state which cut | disconnects an electric wire and compresses a tension clamp to this with the scaffold of the new steel tower in the transfer method of this invention. この発明の移線工法が終了した状態を示す概略側面図である。It is a schematic side view which shows the state which the transfer method of this invention completed. この発明の移線工法における電線に測量用ターゲット金具を取り付けた状態を示す斜視図である。It is a perspective view which shows the state which attached the target metal fitting for surveying to the electric wire in the transfer method of this invention. この発明の移線工法に使用する緊線工具の水平ヨークと特殊平行クレビスリンクの構成を示す斜視図である。It is a perspective view which shows the structure of the horizontal yoke and special parallel clevis link of the wire-drawing tool used for the wire transfer method of this invention.

T1〜T2 鉄塔 Tn 新設の鉄塔
D 電線 D1 母線
C 切断箇所
1 測量用ターゲット金具 2 吊り金車
3 耐張クランプ 4 特殊平行クレビスリンク
5 水平ヨーク 6 がいし連
7 水平ヨーク 8 セミ組
9 ターンバックル 10 金車
11 ワイヤ 12 カムアロング
13 セミワイヤ 14 カムアロング
15 ワイヤ 16 スクリューアンカー
17 ワイヤ 18 足場
19 圧縮機 20 がいし連
T1-T2 Steel tower Tn New steel tower D Electric wire D1 Bus C C Cut point
DESCRIPTION OF SYMBOLS 1 Surveying target metal fitting 2 Suspension wheel 3 Tensile clamp 4 Special parallel clevis link 5 Horizontal yoke 6 Insulator chain 7 Horizontal yoke 8 Semi assembly 9 Turnbuckle 10 Metal wheel 11 Wire 12 Cam along 13 Semi wire 14 Cam along 15 Wire 16 Screw anchor 17 Wire 18 Scaffolding 19 Compressor 20 Insulator chain

Claims (2)

二つの鉄塔間に支持された太径の電線を、前記鉄塔間に設けられた新設の鉄塔に移線して、新設の鉄塔に前記電線を支持させる移線工法において、
一方の鉄塔から、新設の鉄塔支持点間の電線の弛度を含めた電線実長を計測し、当該電線にその箇所をマーキングし、当該電線の一端に接続した耐張クランプを、一方の鉄塔に設けたがいし連から切り離し、
前記耐張クランプは、水平ヨークの中央部に二枚の板体を平行に立設して形成した特殊平行クレビスリンクの一端に垂直方向にのみ回転自在に接続し、
当該水平ヨークの両端と、前記一方の鉄塔のがいし連に接続した横長の水平ヨークの両端との間に略水平にセミ組を設け、前記耐張クランプ、特殊平行クレビスリンク及び水平ヨークは相互に回転しないように接続され、前記セミ組のワイヤを繰り出したり、引っ張ったりすることにより、移線する前記電線を繰り出したり、緊線したりできるものとし、
前記電線を前記鉄塔間に引き入れながら、当該電線を前記新設の鉄塔の支持点箇所に移線し、当該新設の鉄塔の支持点箇所の近くに設けた足場上で、前記電線のマーキング箇所を切断し、当該切断端に耐張クランプを装着して、圧縮機でこれを圧縮、固定し、当該耐張クランプを新設の鉄塔に設けたがいし連に取り付け、前記鉄塔から、前記セミ組のワイヤを引っ張って電線を戻し、かつ、緊線し、前記一方の鉄塔のがいし連に前記耐張クランプを取り付けることを特徴とする、太径の既設電線の移線工法。
In the transfer method of transferring a large-diameter electric wire supported between two steel towers to a new steel tower provided between the steel towers, and supporting the electric wires on a new steel tower,
From one steel tower, measure the actual length of the wire including the slackness of the wire between the new steel tower support points, mark the location on the wire, and attach the tension clamp connected to one end of the wire to the other steel tower. Separated from the chain
The tension clamp is connected to one end of a special parallel clevis link formed by standing two plates parallel to each other at the center of a horizontal yoke, and is rotatably connected only in the vertical direction.
A semi-set is provided approximately horizontally between both ends of the horizontal yoke and both ends of the horizontally long horizontal yoke connected to the insulator of the one steel tower. The tension clamp, the special parallel clevis link and the horizontal yoke are mutually connected. It is connected so as not to rotate, and by drawing out or pulling the semi-assembled wire, the wire to be transferred can be drawn out or tightened,
While draws the wire between the towers, and Utsurisen the electric wire supporting point portion of the steel tower of the new, on a scaffold provided near the support points locations of towers of the new, cut marking portion of the wire Then, a tension clamp is attached to the cut end, and this is compressed and fixed with a compressor, and the tension clamp is attached to a newly installed tower, and the semi-assembled wire is attached from the tower. A method of transferring a large-diameter existing electric wire, wherein the wire is returned by pulling and tightly connected, and the tension clamp is attached to the insulator series of the one steel tower.
前記一方の鉄塔から新設の鉄塔間の電線実長の計測が、当該電線の装着物を取り外し、前記鉄塔間の、一方の鉄塔を起点とした電線実長予測箇所に、複数の測定用ターゲット金物を装着し、当該測定用ターゲット金物のみが装着された電線の、各測定用ターゲット金物の位置を地上から測定して、前記鉄塔間の、一方の鉄塔からの電線実長箇所を、各測定用ターゲット金物からの長さにより算出してこれを切断箇所としてマーキングとすることを特徴とする、前記請求項1に記載の太径の既設電線の移線工法。 The measurement of the actual wire length between the new steel tower from the one steel tower removes the attachment of the electric wire, and a plurality of target hardwares for measurement are provided at the predicted actual wire length between the steel towers starting from one steel tower. , And measure the position of each measurement target hardware from the ground of the electric wire on which only the measurement target hardware is mounted, and measure the actual length of the electric wire from one steel tower between the steel towers for each measurement. The transfer method for a large-diameter existing electric wire according to claim 1 , wherein the method calculates the length from the target hardware and uses it as a cutting point for marking.
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