JP5389142B2 - Overhead wire impact load relaxation device - Google Patents

Overhead wire impact load relaxation device Download PDF

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JP5389142B2
JP5389142B2 JP2011244159A JP2011244159A JP5389142B2 JP 5389142 B2 JP5389142 B2 JP 5389142B2 JP 2011244159 A JP2011244159 A JP 2011244159A JP 2011244159 A JP2011244159 A JP 2011244159A JP 5389142 B2 JP5389142 B2 JP 5389142B2
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support
overhead wire
impact load
fitting
shaft
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JP2013102583A (en
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修治 藤谷
幸峰 山口
直樹 石上
勝樹 田中
廉士 村上
修治 中野
正和 藤山
敏夫 鈴木
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Chugoku Electric Power Co Inc
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Description

本発明は、架線の衝撃荷重緩和装置に関し、特に架線に加わる衝撃荷重による架線の断線や架線把持部及び固定部の破損を防止する架線の衝撃荷重緩和装置に関する。   The present invention relates to an impact load relaxation device for an overhead wire, and more particularly to an impact load relaxation device for an overhead wire that prevents breakage of the overhead wire due to an impact load applied to the overhead wire and breakage of the overhead wire gripping portion and the fixing portion.

鉄塔や電柱間に張架される架線は、例えば引留クランプに把持固定され、碍子等を介して鉄塔や電柱に引き留められる。このような鉄塔や電柱間に張架された架線は、強風や着雪等による強振動や張力増加等により異常な衝撃荷重、例えば過大な張力が加わると、架線の断線、引留クランプや碍子等の破損が懸念される。   The overhead wire stretched between the steel tower and the power pole is, for example, held and fixed to a retaining clamp and is fastened to the steel tower or the power pole via an insulator or the like. Such overhead wires stretched between steel towers and utility poles are subject to abnormal shock loads due to strong vibrations and increased tension due to strong winds and snow, etc., such as excessive tension, disconnection of overhead wires, retention clamps, insulators, etc. There is concern about damage.

この対策として引留クランプと碍子との間に介装されて衝撃荷重を緩和する衝撃荷重緩和装置が種々提案されている。この種の衝撃荷重緩和装置の一例として例えば特許文献1がある。   As countermeasures, various impact load relaxation devices that are interposed between the tension clamp and the insulator and relieve the impact load have been proposed. For example, Patent Document 1 is an example of this type of impact load reducing device.

この特許文献1の衝撃荷重緩和装置は、図11(a)に断面図及び同図(b)に平面図を示すように、細長矩形板状の第1支持金具101及び第1支持金具101の両側面に配置した2枚の第2支持金具111を有する。第1支持金具101は、一端側に引留クランプにコッタ等によって連結する連結孔102が穿設され、中央部から他端に亘る直線状の長孔103が穿設される。一方、第1支持金具101を両側面から挟み、かつ張力方向Fとなる長手方向にずらすように配置された2枚の第2支持金具111は、一端側に第1支持金具101に形成された長孔103の各端部103a、103bに臨むピン挿入孔113、114が穿設されると共に、他端側に碍子にコッタ等によって連結する連結孔112が穿設される。   As shown in the sectional view of FIG. 11A and the plan view of FIG. 11B, the impact load reducing device of Patent Document 1 includes a first support fitting 101 and a first support fitting 101 each having an elongated rectangular plate shape. Two second support fittings 111 arranged on both side surfaces are provided. The first support fitting 101 is provided with a connecting hole 102 that is connected to a retention clamp by a cotter or the like on one end side, and a linear long hole 103 that extends from the center to the other end. On the other hand, the two second support fittings 111 arranged so as to sandwich the first support fitting 101 from both side surfaces and be shifted in the longitudinal direction which is the tension direction F are formed on the first support fitting 101 on one end side. Pin insertion holes 113 and 114 facing the respective end portions 103a and 103b of the long hole 103 are formed, and a connection hole 112 connected to the lever by a cotter or the like is formed on the other end side.

第1支持金具101の長孔103と各第2支持金具111のピン挿入孔113を貫通するピン121及び長孔103と各ピン挿入孔114を貫通するピン122により、第1支持金具101と各第2支持金具111を一体化して衝撃荷重緩和装置100が構成される。   Each of the first support fitting 101 and the pin 122 passing through the long hole 103 of the first support fitting 101, the pin insertion hole 113 of each second support fitting 111, and the pin 122 passing through the long hole 103 and each pin insertion hole 114, The impact load reducing device 100 is configured by integrating the second support fitting 111.

そして、通常時においては引留クランプと碍子との間に張力方向Fに沿って介装された衝撃荷重緩和装置100は、第1支持金具101の長孔103及び各第2支持金具111のピン挿入孔113を貫通するピン121が長孔103の端部103aに当接して架線の張力を保持する。   In the normal state, the impact load reducing device 100 interposed along the tension direction F between the tension clamp and the insulator is inserted into the long hole 103 of the first support fitting 101 and the pin of each second support fitting 111. A pin 121 passing through the hole 113 abuts on the end 103a of the long hole 103 to maintain the tension of the overhead wire.

一方、所定以上の大きな衝撃荷重、即ち過大な張力が架線に加わると、その衝撃荷重Pが引留クランプを介して第1支持金具101に作用して相対移動する第1支持金具101と第2支持金具111との間でピン121を破断、即ち剪断して第1支持金具101と第2支持金具111が張力方向Fに相対移動する。これにより図11(c)に示すように第1支持金具101の長孔103と第2支持金具111のピン挿入孔113を貫通するピン122が長孔103内を移動して破断したピン121の中間部材121aが長孔103内を移動し、端部103aとの間に中間部材121aを挟んでピン122に当接して第1支持金具101及び第2支持金具111が停止することで架線の張力を保持する。この結果、第1支持金具101と第2支持金具111が相対移動した分だけ架線の弛度が大きくなり、その分張力が低下して架線の断線や引留クランプ或いは碍子等の破損等が回避される。   On the other hand, when a large impact load exceeding a predetermined value, that is, excessive tension is applied to the overhead wire, the impact load P acts on the first support bracket 101 via the retention clamp, and the first support bracket 101 and the second support bracket move relative to each other. The first support fitting 101 and the second support fitting 111 are moved relative to each other in the tension direction F by breaking, that is, shearing, the pin 121 with the fitting 111. As a result, as shown in FIG. 11C, the pin 122 penetrating the long hole 103 of the first support fitting 101 and the pin insertion hole 113 of the second support fitting 111 moves in the long hole 103 and the pin 121 is broken. The intermediate member 121a moves in the long hole 103, the intermediate member 121a is sandwiched between the intermediate member 121a and the pin 122, and the first support fitting 101 and the second support fitting 111 are stopped. Hold. As a result, the slackness of the overhead wire is increased by the amount of relative movement between the first support fitting 101 and the second support fitting 111, and the tension is reduced by that amount, thereby avoiding disconnection of the overhead wire, breakage of the tension clamp or insulator, etc. The

特開平2009−23551号公報Japanese Unexamined Patent Publication No. 2009-23551

上記特許文献1の衝撃荷重緩和装置100によると、所定以上の大きな衝撃荷重が架線に加わると架線の張力増加により相対移動する第1支持金具101と第2支持金具111との間でピン121を破断して更に張力方向Fに相対移動する第1支持金具101と第2支持金具111によって架線の張力増加を低下させて架線の断線や引留クランプ或いは碍子等の破損等を回避する。   According to the impact load reducing device 100 of Patent Document 1, the pin 121 is moved between the first support fitting 101 and the second support fitting 111 that move relative to each other due to an increase in the tension of the overhead wire when a large impact load of a predetermined level or more is applied to the overhead wire. The increase in the tension of the overhead wire is reduced by the first support metal fitting 101 and the second support metal fitting 111 that are further broken and moved relatively in the tension direction F to avoid breakage of the overhead wire, breakage of the tension clamp or the insulator.

しかし、相対移動する第1支持金具101と第2支持金具111とでピン121を剪断するには、第1支持金具101と第2支持金具111との間隔を適切に維持しなければならず、その管理が極めて困難である。即ち、第1支持金具101と第2支持金具111との間隔が過少であると、第1支持金具101と第2支持金具111の間の摩擦抵抗が大きくなり、また、第1支持金具101と第2支持金具111との間隔が過大であるとピン121に対する良好な剪断応力が得られず、第1支持金具101と第2支持金具111の相対移動が阻害されて衝撃荷重緩和装置100の所期の機能が達成できないおそれがある。   However, in order to shear the pin 121 with the first support fitting 101 and the second support fitting 111 that move relative to each other, the interval between the first support fitting 101 and the second support fitting 111 must be appropriately maintained, Its management is extremely difficult. That is, if the distance between the first support fitting 101 and the second support fitting 111 is too small, the frictional resistance between the first support fitting 101 and the second support fitting 111 becomes large, and the first support fitting 101 If the distance between the second support fitting 111 is too large, good shear stress on the pin 121 cannot be obtained, and the relative movement between the first support fitting 101 and the second support fitting 111 is hindered, and the impact load reducing device 100 is located. The function of the period may not be achieved.

また、長期経過に伴い、第1支持金具101と第2支持金具111との間に、雨水や塩水、更に砂塵を含む塵埃等の浸入による発錆や摩耗等により第1支持金具101と第2支持金具111との隙間が変化して衝撃荷重緩和装置100の機能に影響を及ぼすことも懸念される。   In addition, with the lapse of a long period of time, the first support fitting 101 and the second support fitting 101 and the second support fitting 101 and the second support fitting 111 are caused by rusting or wear due to intrusion of rainwater, salt water, and dust containing sand dust. There is also a concern that the gap between the support fitting 111 may change and affect the function of the impact load relaxation device 100.

また、仕様変更等により衝撃荷重緩和特性を変更する際に、ピン121の径を変更すると、このピン121の変更に伴い第1支持金具101の長孔103やピン挿入孔113の変更等が必要になり、第1支持金具101及び第2支持金具111等の多くを変更しなければならず、その設定変更が困難である。   Further, when changing the impact load relaxation characteristics due to a specification change or the like, if the diameter of the pin 121 is changed, the long hole 103 of the first support fitting 101 or the pin insertion hole 113 needs to be changed along with the change of the pin 121. Therefore, many of the first support fitting 101 and the second support fitting 111 must be changed, and it is difficult to change the setting.

従って、係る点に鑑みなされ本発明の目的は、簡単な構成で長期に亘り良好な衝撃緩和特性が確保できると共に管理維持の簡素化が得られる架線の衝撃荷重緩和装置を提供することにある。   Accordingly, an object of the present invention, which has been made in view of the above points, is to provide an impact load mitigation device for an overhead wire that can secure good impact mitigation characteristics over a long period of time with a simple configuration and can simplify management and maintenance.

上記目的を達成する請求項1に記載の架線の衝撃荷重緩和装置は、架線把持部と固定部に両端部が連結されて該架線把持部と固定部の間に介装されて架線把持部と固定部が離反する張力を保持すると共に衝撃を緩和する架線の衝撃荷重緩和装置であって、端部が前記架線把持部或いは固定部の一方に連結される板状の第1支持金具と、該第1支持金具に保持されて該第1支持金具の両側面から突出するピン軸と、端部が前記架線把持部と固定部の他方に連結されて前記第1支持金具の両面にそれぞれ配置される板状で、前記ピン軸が貫通すると共に張力方向の移動を許容する長孔が形成された2枚の第2支持金具と、該第2支持金具に前記長孔を隔てた両側にそれぞれ固定された一対の係止ピンに両端部が支持されて該両係止ピン間に架設されると共に前記ピン軸の移動を規制する軸保持金具とを備え、前記ピン軸が軸保持金具に当接して第1支持金具と第2支持金具の相対移動を規制する一方、所定以上衝撃荷重による第1支持金具と第2支持金具の相対移動により前記ピン軸が前記軸保持金具を破断すると共にピン軸が長孔の端部に当接して停止することを特徴とする。   An impact load reducing device for an overhead wire according to claim 1 that achieves the above object, wherein both ends of the overhead wire gripping portion and the fixing portion are coupled to each other and are interposed between the overhead wire gripping portion and the fixing portion. An impact load relaxation device for an overhead wire that retains a tension at which the fixing portion separates and relaxes an impact, the plate-like first support fitting having an end portion connected to one of the overhead wire gripping portion or the fixing portion, A pin shaft that is held by the first support fitting and protrudes from both side surfaces of the first support fitting, and an end portion is connected to the other of the overhead wire gripping portion and the fixing portion, and arranged on both surfaces of the first support fitting. Two second support fittings that are formed in a plate shape and have a long hole that penetrates the pin shaft and allows movement in the tension direction, and are fixed to both sides of the second support fitting with the long hole therebetween. Both ends are supported by a pair of locking pins and are installed between the locking pins. And a shaft holding fitting for restricting the movement of the pin shaft, and the pin shaft abuts against the shaft holding fitting to restrict the relative movement of the first support fitting and the second support fitting, while the impact load exceeds a predetermined value. The pin shaft breaks the shaft holding bracket by the relative movement of the first support bracket and the second support bracket, and the pin shaft abuts against the end of the long hole and stops.

これによると、通常時においては第1支持金具に設けたピン軸が第2支持金具に支持された軸保持金具に当接して第1支持金具と第2支持金具の相対移動が阻止されて架線把持部に把持された架線の張力を保持する。一方、所定以上の衝撃荷重、即ち過大な張力が作用した際には、その衝撃荷重により相対的に移動する第1支持金具と各第2支持金具によりピン軸が軸保持金具を破断して衝撃荷重を吸収して低減させると共に、更に第1支持金具と第2支持金具が張力を弱める伸長方向に相対移動してピン軸が長孔の端部に当接して移動が停止する。この結果、第1支持金具と第2支持金具の相対移動分だけ架線の弛度が大きくなり、その分だけ張力が低下して架線の断線や架線把持部及び固定部等の破損等を回避する。また、破断された軸保持金具、即ち各分断片は係止ピンによって第2支持金具に保持されて落下が防止される。   According to this, in a normal state, the pin shaft provided in the first support fitting comes into contact with the shaft holding fitting supported by the second support fitting and the relative movement of the first support fitting and the second support fitting is prevented, and the overhead wire Holds the tension of the overhead wire gripped by the gripping part. On the other hand, when an impact load exceeding a predetermined value, that is, excessive tension is applied, the pin shaft breaks the shaft holding bracket by the first support bracket and each second support bracket that move relative to the impact load, and the impact is generated. While the load is absorbed and reduced, the first support fitting and the second support fitting are further moved relative to each other in the extending direction to weaken the tension, and the pin shaft comes into contact with the end portion of the long hole to stop the movement. As a result, the slackness of the overhead wire is increased by the relative movement of the first support fitting and the second support fitting, and the tension is reduced by that amount to avoid breakage of the overhead wire, breakage of the overhead wire gripping portion, fixing portion, etc. . Further, the broken shaft holding metal parts, that is, the respective fragments are held on the second support metal parts by the locking pins to prevent the falling.

また、第1支持金具に設けられたピン軸で第2支持金具に架設支持された軸保持金具を破断する際に必要な破断力は、第1支持金具、第2支持金具及び軸保持金具等の組付精度に影響されることが比較的少なく、第1支持金具、第2支持金具及び軸保持金具等の形状及び取付精度が緩和されて各構成部材の簡素化が可能になり、簡単な構成で長期に亘り確実な衝撃緩和を確保することができると共に、メンテナンス等の管理維持の簡素化がえられる。   Further, the breaking force required to break the shaft holding bracket erected and supported by the second support bracket with the pin shaft provided on the first support bracket includes the first support bracket, the second support bracket, the shaft holding bracket, and the like. It is relatively less affected by the assembly accuracy, and the shape and mounting accuracy of the first support bracket, the second support bracket, the shaft holding bracket, etc. are relaxed, and each component can be simplified. With the configuration, it is possible to ensure reliable impact relaxation over a long period of time, and simplify management and maintenance such as maintenance.

また、仕様変更等により衝撃荷重緩和特性を変更する際に、その仕様変更に応じて軸保持金具の形状を変更する等の簡単な変更で対応することができ、第1支持金具、第2支持金具及びピン軸等の変更を伴うことなく種々の仕様に適用することが可能であり、優れた汎用性を有する。   In addition, when changing the impact load relaxation characteristics due to specification changes, etc., it is possible to cope with simple changes such as changing the shape of the shaft holding bracket according to the specification change. It can be applied to various specifications without changing the metal fittings and pin shafts, and has excellent versatility.

請求項2に記載の発明は、請求項1に記載の架線の衝撃荷重緩和装置において、前記第2支持金具の長孔は、張力方向の第1端部と第2端部の両端間が対向する一対の側面を有するガイド部によって連結され、前記軸保持部材によりピン軸を長孔の第1端部に保持する一方、所定以上衝撃荷重による第1支持金具と第2支持金具の相対移動により前記ピン軸が前記軸保持金具を破断すると共にガイド部に沿って移動して第2端部に当接して停止することを特徴とする。   According to a second aspect of the present invention, in the overhead wire impact load reducing device according to the first aspect, the elongated hole of the second support fitting is opposite between both ends of the first end and the second end in the tension direction. Are connected by a guide portion having a pair of side surfaces, and the shaft holding member holds the pin shaft at the first end portion of the elongated hole, while the first support fitting and the second support fitting are moved relative to each other by a predetermined impact load. The pin shaft breaks the shaft holding bracket and moves along the guide portion so as to come into contact with the second end portion and stop.

請求項2は第2支持金具に形成される長孔及び軸保持金具等の具体的構成であって、通常時において第1支持金具に設けられたピン軸が第2支持金具に係止ピンによって両端側が支持された軸保持金具に当接してピン軸が長孔の第1端部に保持される。一方、架線等に過大な衝撃荷重が作用した際には、その衝撃荷重によりピン軸が軸保持金具を破断して衝撃荷重を低減させると共に、更に第1支持金具と第2支持金具が張力を弱める伸長方向に相対移動して張力を減少せしめてピン軸が第2端部に当接して停止して架線の張力を保持する。   The second aspect of the present invention is a specific configuration such as a long hole formed in the second support bracket and a shaft holding bracket, and the pin shaft provided in the first support bracket is normally connected to the second support bracket by a locking pin. The pin shaft is held at the first end portion of the long hole by abutting against the shaft holding fitting supported at both ends. On the other hand, when an excessive impact load acts on the overhead wire or the like, the pin shaft breaks the shaft holding bracket due to the impact load to reduce the impact load, and further, the first support bracket and the second support bracket apply tension. The pin shaft comes into contact with the second end portion and stops by holding the tension of the overhead wire by moving relative to the weakening extension direction to reduce the tension.

請求項3に記載の発明は、請求項2に記載の架線の衝撃荷重緩和装置において、前記ガイド部にピン軸に当接して衝撃を減衰する衝撃減衰手段を備えたことを特徴とする。   According to a third aspect of the present invention, the overhead wire impact load reducing device according to the second aspect is characterized in that the guide portion is provided with an impact attenuating means that abuts against the pin shaft to attenuate the impact.

これによると、ガイド部に形成された衝撃減衰手段によって衝撃荷重を減衰しつつピン軸が移動し第2端部に当接して移動が停止することから、第1実施の形態に加え、効率的に衝撃荷重が減衰されて、架線の断線、衝撃荷重緩衝装置及び架線把持部や固定部等の破損がより確実に回避できる。   According to this, since the pin shaft moves while attenuating the impact load by the impact attenuating means formed on the guide portion and comes into contact with the second end portion to stop the movement, it is efficient in addition to the first embodiment. Thus, the shock load is attenuated, and the breakage of the overhead wire, the shock load buffering device, the overhead wire gripping portion, the fixing portion, and the like can be avoided more reliably.

請求項4に記載の発明は、請求項3に記載の架線の衝撃荷重緩和装置において、前記衝撃減衰手段は、ガイド部の側面に複数形成された突起であることを特徴とする。これによると、衝撃減衰手段をガイド部の側面に複数形成された突起によって構成することで、第1支持金具と第2支持金具が伸長方向に相対移動する際に、ピン軸がガイド部の側面に形成された各突起に係止されるような押接が繰り返されて衝撃荷重が効率的に減衰できる。   According to a fourth aspect of the present invention, in the impact load reducing device for an overhead wire according to the third aspect, the impact attenuating means is a plurality of protrusions formed on a side surface of the guide portion. According to this, when the impact damping means is constituted by a plurality of protrusions formed on the side surface of the guide portion, the pin shaft can move to the side surface of the guide portion when the first support bracket and the second support bracket move relative to each other in the extending direction. The pressing load that is latched by the protrusions formed on the metal plate is repeated, so that the impact load can be attenuated efficiently.

請求項5に記載の発明は、請求項1〜4のいずれか1項に記載の架線の衝撃荷重緩和装置において、前記軸保持金具は、両係止ピン間における前記ピン軸との当接部に脆弱部を有することを特徴とする。これによると、ピン軸が当接する軸保持金具の当接部に脆弱部を形成することで、該部において軸保持金具を確実に破断することができる。   According to a fifth aspect of the present invention, in the overhead wire impact load alleviating device according to any one of the first to fourth aspects, the shaft holding fitting is a contact portion between the locking pins and the pin shaft. It has a fragile part. According to this, by forming the fragile portion in the abutting portion of the shaft holding fitting with which the pin shaft abuts, the shaft holding fitting can be reliably broken at the portion.

請求項6に記載の発明は、請求項1〜5のいずれか1項に記載の架線の衝撃荷重緩和装置において、前記各係止ピンは、軸保持金具を第2支持金具に対して揺動可能に支持することを特徴とする。   According to a sixth aspect of the present invention, in the overhead wire impact load alleviating device according to any one of the first to fifth aspects, each of the locking pins swings the shaft holding bracket relative to the second support bracket. The support is possible.

これによると、軸保持金具を係止ピンにより揺動可能に支持することで、破断された軸保持金具、即ち分断片が確実に第2支持金具に保持されて落下が防止できる。   According to this, by supporting the shaft holding metal fitting so as to be swingable by the locking pin, the broken shaft holding metal piece, that is, the fractional piece, is securely held by the second support metal fitting and can be prevented from falling.

請求項7に記載の発明は、請求項1〜6のいずれか1項に記載の架線の衝撃荷重緩和装置において、前記一対の第2支持金具は、端部において一体的に連結されたこと特徴とする。   A seventh aspect of the present invention is the overhead wire impact load alleviating device according to any one of the first to sixth aspects, wherein the pair of second support fittings are integrally connected at the ends. And

これによると、第1支持金具の両面に配置される各第2支持金具を一体に形成することで、衝撃荷重緩和装置の構成部材が削減されて構成の簡素化が得られると共に、各第2支持金具の間隔が一定に保持されて第1支持金具と各第2支持金具との間隔等の相互位置が一定に保持され、安定した衝撃荷重緩和特性が得られる。   According to this, by forming the second support fittings disposed on both surfaces of the first support fitting integrally, the constituent members of the impact load reducing device can be reduced, and the configuration can be simplified. The distance between the support brackets is kept constant, and the mutual position such as the distance between the first support bracket and each second support bracket is kept constant, so that stable impact load relaxation characteristics can be obtained.

本発明によると、通常時において第1支持金具に設けられたピン軸が第2支持金具に係止ピンによって両端側が支持された軸保持金具に当接して第1支持金具と第2支持金具の相対移動が規制されて架線把持部に把持された架線の張力を保持する。一方、所定以上の衝撃荷重が作用した際には、その衝撃荷重により相対的に移動する第1支持金具と各第2支持金具により、ピン軸が軸保持金具を破断して衝撃荷重を低減させ、更に第1支持金具と第2支持金具が伸長方向に相対移動して張力を減少せしめてピン軸が長孔の端部に当接して移動が停止する。これにより架線の断線や架線把持部或いは固定部等の破損等が回避される。   According to the present invention, the pin shaft provided on the first support fitting normally contacts the shaft support fitting supported at both ends by the locking pins on the second support fitting, so that the first support fitting and the second support fitting The relative movement is restricted, and the tension of the overhead wire gripped by the overhead wire gripping portion is maintained. On the other hand, when an impact load of a predetermined level or more is applied, the pin support shaft breaks the shaft holding bracket and reduces the impact load by the first support bracket and the second support brackets that move relatively with the impact load. Further, the first support fitting and the second support fitting move relative to each other in the extending direction to reduce the tension, and the pin shaft comes into contact with the end of the elongated hole and the movement stops. As a result, disconnection of the overhead wire, breakage of the overhead wire gripping portion or fixing portion, etc. are avoided.

また、第1支持金具に設けられたピン軸によって第2支持金具に係止ピンによって架設支持された軸支持金具を破断して衝撃を緩和することから、第1支持金具、第2支持金具及び軸支持金具等の形状及び組付精度が軸支持金具の破断作用に影響することが少なく、これらの精度を抑制することが可能になり、簡単な構成で長期に亘り確実な衝撃緩和が確保できると共に、メンテナンス等の管理維持の簡素化がえられる。   In addition, since the shaft support fitting that is installed and supported on the second support fitting by the locking pin is broken by the pin shaft provided on the first support fitting to reduce the impact, the first support fitting, the second support fitting, The shape and assembly accuracy of the shaft support bracket, etc., hardly affect the breaking action of the shaft support bracket, making it possible to suppress these precisions and ensure reliable impact relaxation over a long period of time with a simple configuration. At the same time, management and maintenance such as maintenance can be simplified.

本発明の第1実施の形態に係る架線の衝撃荷重緩和装置を示す斜視図である。It is a perspective view which shows the impact load relaxation apparatus of the overhead wire which concerns on 1st Embodiment of this invention. 図1の分解斜視図である。FIG. 2 is an exploded perspective view of FIG. 1. 図1のA−A線断面図である。It is the sectional view on the AA line of FIG. 図1の平面図となるB矢視図である。It is a B arrow view used as the top view of FIG. 衝撃荷重緩和装置の使用状態を示す図である。It is a figure which shows the use condition of an impact load relaxation apparatus. 衝撃荷重緩和装置の作用を示す断面図である。It is sectional drawing which shows the effect | action of an impact load relaxation apparatus. 図6のC矢斜視図である。It is C arrow perspective view of FIG. 第2実施の形態に係る衝撃荷重緩和装置の分解斜視図である。It is a disassembled perspective view of the impact load relaxation apparatus which concerns on 2nd Embodiment. 図8のD−D線断面図である。It is the DD sectional view taken on the line of FIG. 第3実施の形態に係る衝撃荷重緩和装置の斜視図である。It is a perspective view of the impact load relaxation apparatus which concerns on 3rd Embodiment. 従来の衝撃荷重緩和装置の説明図である。It is explanatory drawing of the conventional impact load relaxation apparatus.

以下本発明の架線の衝撃荷重緩和装置の実施の形態を図を参照して説明する。   DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of an overhead wire impact load reducing device of the present invention will be described below with reference to the drawings.

(第1実施の形態)
本発明に係る架線の衝撃荷重緩和装置の第1実施の形態を図1乃至図7を参照して説明する。
(First embodiment)
A first embodiment of an overhead wire impact load reducing device according to the present invention will be described with reference to FIGS.

図1は衝撃荷重緩和装置10の概要を示す斜視図、図2は衝撃緩荷重和装置1の分解斜視図、図3は図1のA−A線断面図、図4は平面図となる図1のB矢視図である。   1 is a perspective view showing an outline of the impact load reducing device 10, FIG. 2 is an exploded perspective view of the impact mild load summing device 1, FIG. 3 is a cross-sectional view taken along line AA in FIG. 1, and FIG. FIG.

衝撃荷重緩和装置10は、例えば鋼或いはアルミニウム材等の金属材からなる第1支持金具11及びこの第1支持金具11の両側面に配置した2枚の第2支持金具21を有し、これら第1支持金具11と第2支持金具21を連結するピン軸41を備える。   The impact load reducing device 10 includes a first support fitting 11 made of a metal material such as steel or aluminum, and two second support fittings 21 arranged on both side surfaces of the first support fitting 11. A pin shaft 41 that connects the first support fitting 11 and the second support fitting 21 is provided.

第1支持金具11と第2支持金具21を連結するピン軸41は、図2に示すように先端にねじ部42aが形成された軸部42及び軸部42の基端に軸部42より大径の頭部43を有するボルト状であって、ねじ部42aに螺合可能なナット部44を有する。   As shown in FIG. 2, the pin shaft 41 connecting the first support fitting 11 and the second support fitting 21 is larger than the shaft portion 42 at the base portion of the shaft portion 42 having the screw portion 42a formed at the tip and the shaft portion 42. It is a bolt shape having a head portion 43 having a diameter, and has a nut portion 44 that can be screwed into the screw portion 42a.

第1支持金具11は、細長矩形板状であって、その一端部に架線把持部となる引留クランプ或いは固定部となる碍子の一方、本実施の形態では引留クランプ2に連結するための連結孔12が穿設され、他端部にピン軸41の軸部42が貫通する共に圧入保持される軸挿入孔13が形成される。   The first support fitting 11 is in the form of an elongated rectangular plate, one end of which is a tension clamp serving as an overhead wire gripping portion or a lever serving as a fixing portion, and in this embodiment, a coupling hole for coupling to the tension clamp 2. 12, the shaft insertion hole 13 through which the shaft portion 42 of the pin shaft 41 passes and is press-fitted and held is formed at the other end.

一方、第1支持金具11を両側面から挟み、かつ長手方向にずらすように配置される各第2支持金具21は、細長矩形板状であって、その一端部に引留クランプ或いは碍子の他方、本実施の形態では碍子6に連結するための連結孔22が穿設され、中央部から他端部側に亘って長手方向に沿って直線状に連続する長孔25が穿設される。長孔25は中央側の第1端部26及び他端側の第2端部27がピン軸41の軸部42が挿入可能な円弧状に形成され、第1端部26と第2端部27との間はピン軸41の軸部42の径と同等或いは若干大きく離間して対向する側面28a、28bを有する直線状のガイド部28が形成される。また、第2支持金具21には、長孔25の第1端部26の近傍においてガイド部28を隔てた両側に係止孔29a、29bが穿設される。   On the other hand, each of the second support fittings 21 arranged so as to sandwich the first support fitting 11 from both side surfaces and be shifted in the longitudinal direction is an elongated rectangular plate, and has one end portion of the other of the retention clamp or the insulator, In the present embodiment, a connecting hole 22 for connecting to the insulator 6 is formed, and a long hole 25 that is linearly continuous along the longitudinal direction is formed from the center to the other end. The long hole 25 has a first end portion 26 on the center side and a second end portion 27 on the other end side formed in an arc shape into which the shaft portion 42 of the pin shaft 41 can be inserted, and the first end portion 26 and the second end portion. A linear guide portion 28 having side surfaces 28a and 28b facing each other with a distance equal to or slightly larger than the diameter of the shaft portion 42 of the pin shaft 41 is formed. The second support fitting 21 is provided with locking holes 29a and 29b on both sides of the guide hole 28 in the vicinity of the first end 26 of the long hole 25.

更に、各第2支持金具21の側面に長孔25の第1端部26の近傍においてガイド部28の両側間に長孔25を跨ぐように軸保持金具31を架け渡す。軸保持金具31は、両端部に係止孔29a及び29bに対応して離間する係止ピン挿入孔32a、32bが穿孔された細長矩形板状で、第1端部26側の縁部の長手方向中央にピン軸41の軸部42が嵌合可能な凹状の当接部33を形成し、該部に剛性が比較的低い脆弱部34が形成される。   Furthermore, the shaft holding fitting 31 is bridged across the long hole 25 between both sides of the guide portion 28 in the vicinity of the first end portion 26 of the long hole 25 on the side surface of each second support fitting 21. The shaft holding metal 31 is an elongated rectangular plate in which locking pin insertion holes 32a and 32b that are spaced apart from each other corresponding to the locking holes 29a and 29b are formed at both ends, and the longitudinal length of the edge on the first end 26 side. A concave contact portion 33 into which the shaft portion 42 of the pin shaft 41 can be fitted is formed at the center in the direction, and a weak portion 34 having a relatively low rigidity is formed in this portion.

この軸保持金具31は、各係止ピン挿入孔32a、32bから挿入して第2支持金具21の係止孔29a、29bに挿入して固定される係止ピン36a、36bによって揺動可能に軸支された状態で第2支持金具21に取り付けられる。係止ピン36a、36bは係止孔29a、29bに打ち込み等により脱落しないように固定すると共に軸保持金具31が脱落しないように大径の頭部を形成することが好ましい。   The shaft holding metal 31 is swingable by the locking pins 36a and 36b that are inserted from the locking pin insertion holes 32a and 32b and inserted into the locking holes 29a and 29b of the second support metal 21 and fixed. It is attached to the second support fitting 21 while being pivotally supported. The locking pins 36a and 36b are preferably fixed so that they do not fall off by being driven into the locking holes 29a and 29b, and a large-diameter head is formed so that the shaft holding fitting 31 does not fall off.

この第2支持金具21に取り付けられた軸保持金具31の当接部33と長孔25の第1端部26によってピン軸41の軸部42が挿入可能でかつ頭部43及びナット部44の挿入を阻止する径を有する開口部が形成される。   The shaft portion 42 of the pin shaft 41 can be inserted by the contact portion 33 of the shaft holding bracket 31 attached to the second support bracket 21 and the first end portion 26 of the elongated hole 25, and the head portion 43 and the nut portion 44 can be inserted. An opening having a diameter that prevents insertion is formed.

このように構成された第1支持金具11及び軸保持金具31が取り付けられた各第2支持金具21は、第1支持金具11の両面側に各軸保持金具31を外側にして第1支持金具11の軸挿入孔13に各第2支持金具21の長孔25の第1端部26を臨ませて重ね合わせられる。   Each of the second support fittings 21 to which the first support fitting 11 and the shaft holding fitting 31 configured as described above are attached is arranged such that each shaft holding fitting 31 is on the both sides of the first support fitting 11 and the first support fitting 11 is outside. The first end portions 26 of the long holes 25 of the respective second support fittings 21 face each other and are overlapped with the 11 shaft insertion holes 13.

この第1支持金具11の両側に第2支持金具21を重ね合わせた状態で、一方の第2支持金具21に形成された長孔25の第1端部26と軸保持金具31の当接部33とによって形成された開口部からピン軸41の軸部42を先端から挿入し、第1支持金具11の軸挿入孔13に圧入すると共に貫通して他方の第2支持金具21に形成された長孔25の第1端部26と軸保持金具31の当接部33によって形成された開口部から軸部42の先端を突出させると共に、ねじ部42aにナット部44を螺合して第1支持金具11と各第2支持金具21を一体化して図1に斜視図、図3に断面図、及び図4に平面図を示すように衝撃荷重緩和装置10が構成される。   In a state where the second support fitting 21 is overlapped on both sides of the first support fitting 11, the first end portion 26 of the long hole 25 formed in one of the second support fittings 21 and the contact portion between the shaft holding fitting 31. The shaft portion 42 of the pin shaft 41 is inserted from the tip through the opening formed by 33, and is press-fitted into the shaft insertion hole 13 of the first support fitting 11 and penetrated to be formed in the other second support fitting 21. The tip end of the shaft portion 42 protrudes from the opening formed by the first end portion 26 of the long hole 25 and the abutting portion 33 of the shaft holding metal fitting 31, and the nut portion 44 is screwed into the screw portion 42a. The support metal fitting 11 and each second support metal fitting 21 are integrated, and the impact load reducing device 10 is configured as shown in a perspective view in FIG. 1, a cross-sectional view in FIG. 3, and a plan view in FIG.

このような衝撃荷重緩和装置10は、例えば図5に示すように、架線1を把持固定する引留クランプ2のクレビス部2aに第1支持金具11の連結孔12がコッタ3によって連結される一方、各第2支持金具21の端部側で電柱等に設けた支持具5に連結される碍子6の連結金具7を挟持すると共に各連結孔22がコッタ8によって連結されて引留クランプ2と碍子6との間に介装される。この引留クランプ2と碍子6が互いに離間する方向が張力方向Fとなる。   For example, as shown in FIG. 5, the impact load reducing device 10 has a connecting hole 12 of the first support fitting 11 connected to a clevis portion 2 a of a retaining clamp 2 that holds and fixes the overhead wire 1 by a cotter 3. At the end side of each second support fitting 21, the connection fitting 7 of the insulator 6 connected to the support 5 provided on the utility pole or the like is sandwiched, and each connection hole 22 is connected by the cotter 8 to connect the tension clamp 2 and the insulator 6. It is inserted between. A direction in which the tension clamp 2 and the insulator 6 are separated from each other is a tension direction F.

この第1支持金具11が引留クランプ2に連結し第2支持金具22が碍子6に連結された通常時において衝撃荷重緩和装置10は、図3及び図4に示すように第1支持金具11に保持されて両側面から突出するピン軸41の軸部42が各第2支持金具20に設けられた軸保持金具31に凹設された当接部33に当接して第1支持金具11と第2支持金具21の張力方向F、即ち伸長方向の相対移動が規制された状態で引留クランプ2と碍子6との間に架設される。これにより碍子6と引留クランプ2の間に衝撃荷重緩和装置10によって張力が付与され、引留クランプ2に把持固定された架線1は衝撃荷重緩和装置10、碍子6等を介して鉄塔や電柱に引き留められると共に予め設定された通常の張力が保持される。   When the first support fitting 11 is connected to the tension clamp 2 and the second support fitting 22 is connected to the insulator 6, the impact load reducing device 10 is attached to the first support fitting 11 as shown in FIGS. The shaft portion 42 of the pin shaft 41 that is held and protrudes from both side surfaces abuts on a contact portion 33 that is recessed in the shaft holding bracket 31 provided in each second support bracket 20, and the first support bracket 11 and the first support bracket 11. 2 It is installed between the tension clamp 2 and the insulator 6 in a state where the relative movement in the tension direction F, that is, the extension direction of the support fitting 21 is restricted. As a result, tension is applied between the insulator 6 and the tension clamp 2 by the impact load relaxation device 10, and the overhead wire 1 gripped and fixed to the tension clamp 2 is retained on the steel tower or utility pole via the impact load relaxation device 10, the insulator 6, and the like. And a preset normal tension is maintained.

一方、このようにして鉄塔や電柱間に通常の張力で張架された架線1に、強風や着雪等による強振動や張力増加等により異常な衝撃荷重、即ち過大な張力が加わると、その衝撃荷重Pが図3に示すように引留クランプ2を介して衝撃荷重緩和装置10の第1支持金具11の端部に作用する。この衝撃荷重Pにより第1支持金具11と各第2支持金具21が張力方向Fに相対移動し、第1支持金具11に支持されたピン軸41の軸部42が、第2支持金具21に係止ピン36a、36bによって両端部が軸支された軸保持金具31の当接部33に圧接乃至衝打して軸保持金具31の長手方向中央部に形成された脆弱部34を破断させて衝撃荷重を吸収して低減させる。   On the other hand, when an abnormal impact load, that is, an excessive tension is applied to the overhead wire 1 stretched between the steel tower and the utility pole with a normal tension in this way due to a strong vibration or an increase in tension due to strong wind or snowfall, etc. As shown in FIG. 3, the impact load P acts on the end portion of the first support fitting 11 of the impact load relaxation device 10 via the retention clamp 2. Due to this impact load P, the first support fitting 11 and each second support fitting 21 move relative to each other in the tension direction F, and the shaft portion 42 of the pin shaft 41 supported by the first support fitting 11 is attached to the second support fitting 21. The weakened portion 34 formed at the center in the longitudinal direction of the shaft holding metal 31 is broken by pressing or striking the contact part 33 of the shaft holding metal 31 supported at both ends by the locking pins 36a and 36b. Absorbs and reduces impact load.

この軸保持金具31の中央部を破断したピン軸41が長孔25の第1端部26側からガイド部28に移動する際に、分断された軸保持金具31の分断片31A及び31Bは、ピン軸41によって互いに押し広げられて係止ピン36a及び36bを中心に揺動する。ここで、分断片31A、31Bはそれぞれ係止ピン36a、36bにより第2支持金具21に保持され、衝撃荷重緩和装置10から落下することが防止される。   When the pin shaft 41 having broken the central portion of the shaft holding metal 31 moves from the first end 26 side of the elongated hole 25 to the guide portion 28, the divided pieces 31A and 31B of the divided shaft holding metal 31 are The pin pins 41 are pushed apart to swing around the locking pins 36a and 36b. Here, the fraction pieces 31A and 31B are held by the second support fitting 21 by the locking pins 36a and 36b, respectively, and are prevented from dropping from the impact load reducing device 10.

そして、図6及び図7のように第1支持金具11に設けられたピン軸41の軸部42が各第2支持金具21の長孔25の第1端部27側からガイド部28内を移動して第2端部27に当接して第1支持金具11及び第2支持金具21の張力方向Fとなる伸長方向の移動が停止する。   As shown in FIGS. 6 and 7, the shaft portion 42 of the pin shaft 41 provided in the first support fitting 11 passes through the guide portion 28 from the first end portion 27 side of the long hole 25 of each second support fitting 21. The movement of the first support fitting 11 and the second support fitting 21 in the extending direction, which is in contact with the second end portion 27 and the tension direction F, stops.

これにより、第1支持金具11と第2支持金具21の張力方向Fの伸張に応じて引留クランプ2に把持された架線1の弛度が大きくなり、その分張力が低下して架線1の断線や引留クランプ2或いは碍子6等の破損が回避できる。   As a result, the slackness of the overhead wire 1 held by the tension clamp 2 increases in accordance with the extension of the first support fitting 11 and the second support fitting 21 in the tension direction F, and the tension decreases accordingly, and the overhead wire 1 is disconnected. In addition, the breakage of the tension clamp 2 or the insulator 6 can be avoided.

従って、本実施の形態による衝撃荷重緩和装置10は、通常時において第1支持金具11に設けられたピン軸41が第2支持金具21に係止ピン36a、36bによって両端側が支持された軸保持金具31に当接して第1支持金具11と第2支持金具21の相対移動を規制して架線1の張力を保持する。一方、架線1に過大な張力が作用した際には、その衝撃荷重により相対的に移動する第1支持金具11と各第2支持金具21により、ピン軸41の軸部42によって軸保持金具31を破断して衝撃荷重を低減させ、更に第1支持金具11と第2支持金具21が張力を弱める張力方向Fに相対移動してピン軸41が第2端部27に当接して第1支持金具11及び第2支持金具21の伸長方向の移動が停止する。   Therefore, in the impact load reducing device 10 according to the present embodiment, the pin shaft 41 provided on the first support fitting 11 is normally held on both ends of the second support fitting 21 by the locking pins 36a and 36b. Abutting on the metal fitting 31, the relative movement of the first support metal 11 and the second support metal 21 is restricted to maintain the tension of the overhead wire 1. On the other hand, when an excessive tension is applied to the overhead wire 1, the shaft holding bracket 31 is supported by the shaft portion 42 of the pin shaft 41 by the first support bracket 11 and each second support bracket 21 that move relatively by the impact load. The first support fitting 11 and the second support fitting 21 are moved relative to each other in the tension direction F in which the tension is weakened, and the pin shaft 41 abuts against the second end 27 to provide the first support. The movement of the metal fitting 11 and the second support metal fitting 21 in the extending direction stops.

これにより第1支持金具11と第2支持金具21の張力方向Fの伸長に応じて引留クランプ2に把持された架線1の弛度が大きくなり、その分張力が低下して架線1の断線や引留クランプ2或いは碍子6等の破損等が回避される。   As a result, the slackness of the overhead wire 1 gripped by the tension clamp 2 increases in accordance with the extension of the first support fitting 11 and the second support fitting 21 in the tension direction F. Damage to the tension clamp 2 or the insulator 6 is avoided.

また、第1支持金具11に設けられたピン軸41の圧接乃至衝打によって第2支持金具21に係止ピン36a、36bによって架設支持された軸保持金具31の脆弱部33を破断する破断力を確保する必要があるが、第1支持金具11、第2支持金具21及び軸保持金具31等の相互位置精度が軸支持金具31の破断作用に影響することが少なく、これら第1支持金具11,第2支持金具21、軸保持金具31及びピン軸41等の形状及び組付精度を抑制することが可能になり、簡単な構成で長期に亘り確実な衝撃緩和が確保できると共に、メンテナンス等の管理維持の簡素化がえられる。   In addition, the breaking force that breaks the fragile portion 33 of the shaft holding bracket 31 that is supported by the second support bracket 21 by the locking pins 36a and 36b by pressing or striking the pin shaft 41 provided on the first support bracket 11. However, the mutual positional accuracy of the first support bracket 11, the second support bracket 21, the shaft holding bracket 31 and the like hardly affects the breaking action of the shaft support bracket 31. , The shape and assembly accuracy of the second support bracket 21, shaft holding bracket 31, pin shaft 41, etc. can be suppressed, and with a simple configuration, reliable shock relaxation can be secured over a long period of time, and maintenance, etc. Simplify management and maintenance.

また、要求衝撃荷重緩和特性等の仕様変更等に応じて、衝撃荷重緩和装置1の軸保持金具31の形状、例えば板厚や当接部33の形状を変更する等の簡単な変更で適用することができ、第1支持金具11、第2支持金具21及び軸部材41等の変更を伴うことなく種々の仕様に対応することが可能であり、優れた汎用性を有する。   In addition, it can be applied with simple changes such as changing the shape of the shaft holding fitting 31 of the impact load reducing device 1, such as the shape of the plate thickness or the contact portion 33, in accordance with changes in specifications such as required shock load relaxation characteristics. It is possible to meet various specifications without changing the first support bracket 11, the second support bracket 21, the shaft member 41, etc., and has excellent versatility.

(第2実施の形態)
次に、図8及び図9を参照して架線の衝撃荷重緩和装置の第2実施の形態を説明する。
(Second Embodiment)
Next, with reference to FIG.8 and FIG.9, 2nd Embodiment of the impact load relaxation apparatus of an overhead wire is described.

図8は衝撃荷重緩和装置10の分解斜視図であり、図9は第2支持金具21の断面形状を示す図8のD−D線断面図である。なお、図8及び図9において図1乃至図7と対応する部位に同一符号を付することで該部の詳細な説明を省略し、異なる部位を主に説明する。   FIG. 8 is an exploded perspective view of the impact load relaxation device 10, and FIG. 9 is a sectional view taken along the line DD of FIG. 8 showing the sectional shape of the second support fitting 21. 8 and 9, the same reference numerals are given to the portions corresponding to those in FIGS. 1 to 7, and detailed description thereof is omitted, and different portions are mainly described.

衝撃荷重緩和装置10は、第1実施の形態と同様に第1支持金具11及び第1支持金具11の両側面に配置した2枚の第2支持金具21、軸保持金具31及びピン軸41を有する。更に、第2支持金具21に形成される長孔25のガイド部28の側面に28a、28bに本実施の形態の特徴となる複数の突起30からなる衝撃荷重減衰手段を備える。   As in the first embodiment, the impact load reducing device 10 includes two support brackets 21, a shaft holding bracket 31, and a pin shaft 41 disposed on both sides of the first support bracket 11 and the first support bracket 11. Have. Furthermore, on the side surface of the guide portion 28 of the long hole 25 formed in the second support fitting 21, impact load attenuating means including a plurality of protrusions 30 which are the features of the present embodiment is provided on 28 a and 28 b.

この衝撃荷重減衰手段を備えた第2支持金具21は、図8及び図9に示すように細長矩形板状であって、その一端側に連結孔22が穿設され、中央部から他端側に直線状で連続する長孔25は、中央側の第1端部26及び他端側の第2端部27がピン軸41の軸部42が挿入可能な円弧状に形成され、第1端部26と第2端部27との間はピン軸41の軸部42の直径と同等或いは若干大きく離間して対向する側面28a、28bを有し、側面28a及び28bに対向して第1端部26側から第2端部27側に亘って等間隔或いは不等間隔で複数の突起30が形成され、対向する突起30の頂端間はピン軸41の軸部42の外径より小さく設定される。   As shown in FIGS. 8 and 9, the second support fitting 21 provided with the impact load attenuating means has an elongated rectangular plate shape, and has a connecting hole 22 formed at one end thereof, and the other end side from the central portion. The long hole 25 that is continuous in a straight line is formed in an arc shape in which the first end portion 26 on the center side and the second end portion 27 on the other end side can be inserted into the shaft portion 42 of the pin shaft 41. Between the portion 26 and the second end portion 27, there are side surfaces 28 a and 28 b that are opposed to each other with a diameter equal to or slightly larger than the diameter of the shaft portion 42 of the pin shaft 41. A plurality of projections 30 are formed at equal intervals or unequal intervals from the portion 26 side to the second end portion 27 side, and the distance between the top ends of the opposing projections 30 is set smaller than the outer diameter of the shaft portion 42 of the pin shaft 41. The

このように構成された衝撃荷重緩和装置10によると、通常時において第1支持金具11に支持されたピン軸41が第2支持金具21に形成された長孔25の第1端部26と軸保持金具31との間から突出して軸保持金具31に当接して第1支持金具11と第2支持金具21の相対移動が規制され、架線1の張力を維持する。一方、過大な張力が架線1に作用した際には、第1支持金具11に支持されたピン軸41の軸部42が各第2支持金具21に係止ピン36a、36bによって取付支持された軸保持金具31に圧接乃至衝打して脆弱部34を破断して衝撃荷重を低減させると共に、第1支持金具11と第2支持金具21が張力を弱める伸長方向への相対移動に伴ってピン軸41の軸部42がガイド部28の側面28a、28bに形成された各突起30に係止されるように押接を繰り返して衝撃荷重を減衰しつつ移動し第2端部27に当接して第1支持金具11及び第2支持金具21の移動が停止する。   According to the impact load reducing device 10 configured as described above, the pin shaft 41 supported by the first support fitting 11 in the normal state is connected to the first end portion 26 of the long hole 25 formed in the second support fitting 21 and the shaft. It protrudes from between the holding metal fittings 31 and comes into contact with the shaft holding metal fitting 31 so that the relative movement between the first support metal fitting 11 and the second support metal fitting 21 is restricted, and the tension of the overhead wire 1 is maintained. On the other hand, when excessive tension is applied to the overhead wire 1, the shaft portion 42 of the pin shaft 41 supported by the first support fitting 11 is attached and supported by the second support fitting 21 by the locking pins 36 a and 36 b. The fragile portion 34 is broken by press-contacting or hitting the shaft-holding metal 31 to reduce the impact load, and the first support metal 11 and the second support metal 21 reduce the tension, and the pin moves with relative movement in the extension direction. The shaft portion 42 of the shaft 41 moves while attenuating the impact load by repeatedly pressing so that the shaft portion 42 is locked to the projections 30 formed on the side surfaces 28 a and 28 b of the guide portion 28, and contacts the second end portion 27. Thus, the movement of the first support fitting 11 and the second support fitting 21 stops.

従って、第1実施の形態に加え、過大な張力が架線1に作用した際の衝撃荷重緩衝装置1による衝撃緩和が効率的に円滑に行われ、衝撃荷重緩衝装置10及び引留クランプ2或いは碍子6等の衝撃が緩和されて架線1の断線や引留クランプ2或いは碍子6等の破損がより確実に回避できる。   Therefore, in addition to the first embodiment, when the excessive tension acts on the overhead wire 1, the impact relaxation by the impact load shock absorber 1 is performed efficiently and smoothly, and the impact load shock absorber 10, the tension clamp 2 or the insulator 6. Thus, the breakage of the overhead wire 1 and the breakage of the tension clamp 2 or the insulator 6 can be avoided more reliably.

また、要求衝撃荷重緩和特性等の仕様変更に応じて、突起30の大きさ形状及び数を適宜変更することができる。   In addition, the size and number of the protrusions 30 can be changed as appropriate according to changes in specifications such as required impact load relaxation characteristics.

(第3実施の形態)
次に図10を参照して衝撃荷重緩和装置の第3実施の形態を説明する。
(Third embodiment)
Next, a third embodiment of the impact load reducing device will be described with reference to FIG.

図10は衝撃荷重緩和装置10の概要を示す斜視図である。なお、図10において図1乃至図7と対応する部位に同一符号を付することで該部の詳細な説明を省略する。   FIG. 10 is a perspective view showing an outline of the impact load relaxation device 10. In FIG. 10, parts corresponding to those in FIGS. 1 to 7 are denoted by the same reference numerals, and detailed description thereof is omitted.

衝撃荷重緩和装置10は、第1支持金具11の両面に配置される各第2支持金具21が端部において結合されて一体のブロック状に形成される。このように両第2支持金具21を一体に形成することで、第1の実施の形態に加え、衝撃荷重緩和装置10の構成部材の削減が得られると共に、各第2支持金具21の間隔が一定に保持され、第1支持金具11と各第2支持金具21との間隔等の相互位置が一定に保持され、安定した衝撃荷重緩和特性が確保できる。また、第2実施の形態と同様に長孔25のガイド部28の側面28a、28bに突起30等の衝撃荷重減衰手段を施すこともできる。   The impact load reducing device 10 is formed in an integral block shape by joining the second support fittings 21 arranged on both surfaces of the first support fitting 11 at the ends. In this way, by forming both the second support fittings 21 integrally, in addition to the first embodiment, it is possible to reduce the number of constituent members of the impact load reducing device 10, and the interval between the second support fittings 21 is reduced. It is held constant, the mutual position such as the interval between the first support fitting 11 and each second support fitting 21 is kept constant, and a stable impact load relaxation characteristic can be secured. Similarly to the second embodiment, impact load attenuating means such as protrusions 30 can be applied to the side surfaces 28a, 28b of the guide portion 28 of the long hole 25.

なお、本発明は上記実施の形態に限定されることなく、発明の趣旨を逸脱しない範囲で種々変更可能である。例えば上記実施の形態では、第2支持金具21の長孔25におけるガイド部28の側面28a及び28bに形成された複数の突起30により衝撃荷重減衰手段を構成したが、衝撃荷重減衰手段は一対の突起30或いは、側面28a及び28bを粗面状に形成することや、側面28a及び28bに摩擦板等を設けて構成することもできる。   In addition, this invention is not limited to the said embodiment, A various change is possible in the range which does not deviate from the meaning of invention. For example, in the above embodiment, the impact load attenuating means is configured by the plurality of protrusions 30 formed on the side surfaces 28a and 28b of the guide portion 28 in the elongated hole 25 of the second support fitting 21, but the impact load attenuating means is a pair of impact load attenuating means. The protrusion 30 or the side surfaces 28a and 28b can be formed into a rough surface, or the side surfaces 28a and 28b can be provided with a friction plate or the like.

1 架線
2 引留クランプ(架線把持部)
6 碍子(固定部)
10 衝撃荷重緩和装置
11 第1支持金具
13 軸挿入孔
21 第2支持金具
25 長孔
26 第1端部
27 第2端部
28 ガイド部
28a、28b 側面
30 突起(衝撃荷重減衰手段)
31 軸保持金具
33 当接部
34 脆弱部
36a、36b 係止ピン
41 ピン軸
42 軸部
F 張力方向
1 Overhead wire 2 Tension clamp (overhead wire gripping part)
6 Isogo (fixed part)
DESCRIPTION OF SYMBOLS 10 Impact load relaxation apparatus 11 1st support metal fitting 13 Shaft insertion hole 21 2nd support metal fitting 25 Long hole 26 1st edge part 27 2nd edge part 28 Guide part 28a, 28b Side surface 30 Protrusion (impact load attenuation means)
31 Axle holding bracket 33 Abutting part 34 Weak part 36a, 36b Locking pin 41 Pin shaft 42 Shaft part F Tension direction

Claims (7)

架線把持部と固定部に両端部が連結されて該架線把持部と固定部の間に介装されて架線把持部と固定部が離反する張力を保持すると共に衝撃を緩和する架線の衝撃荷重緩和装置であって、
端部が前記架線把持部或いは固定部の一方に連結される板状の第1支持金具と、
該第1支持金具に保持されて該第1支持金具の両側面から突出するピン軸と、
端部が前記架線把持部と固定部の他方に連結されて前記第1支持金具の両面にそれぞれ配置される板状で、前記ピン軸が貫通すると共に張力方向の移動を許容する長孔が形成された2枚の第2支持金具と、
該第2支持金具に前記長孔を隔てた両側にそれぞれ固定された一対の係止ピンに両端部が支持されて該両係止ピン間に架設されると共に前記ピン軸の移動を規制する軸保持金具とを備え、
前記ピン軸が軸保持金具に当接して第1支持金具と第2支持金具の相対移動を規制する一方、所定以上衝撃荷重による第1支持金具と第2支持金具の相対移動により前記ピン軸が前記軸保持金具を破断すると共にピン軸が長孔の端部に当接して停止することを特徴とする架線の衝撃荷重緩和装置。
Both ends of the overhead wire gripping part and the fixed part are connected to each other, and interposed between the overhead wire gripping part and the fixed part so as to maintain the tension at which the overhead wire gripping part and the fixed part separate from each other, and to reduce the impact load of the overhead wire. A device,
A plate-like first support fitting whose end is connected to one of the overhead wire gripping part or the fixing part;
A pin shaft that is held by the first support fitting and protrudes from both side surfaces of the first support fitting;
A plate-like end is connected to the other of the overhead wire gripping part and the fixed part and arranged on both surfaces of the first support fitting, and a long hole is formed through which the pin shaft penetrates and allows movement in the tension direction. Two second support brackets,
Both ends are supported by a pair of locking pins fixed to both sides of the long hole in the second support fitting, and the shaft is installed between the locking pins and restricts the movement of the pin shaft. Holding brackets,
The pin shaft abuts on the shaft holding bracket and restricts the relative movement of the first support bracket and the second support bracket. On the other hand, the pin shaft is moved by the relative movement of the first support bracket and the second support bracket due to an impact load of a predetermined amount or more. An apparatus for reducing an impact load of an overhead wire, wherein the shaft holding metal is broken and the pin shaft comes into contact with an end of the long hole and stops.
前記第2支持金具の長孔は、張力方向の第1端部と第2端部の両端間が対向する一対の側面を有するガイド部によって連結され、
前記軸保持金具によりピン軸を長孔の第1端部に保持する一方、所定以上衝撃荷重による第1支持金具と第2支持金具の相対移動により前記ピン軸が前記軸保持金具を破断すると共にガイド部に沿って移動して第2端部に当接して停止することを特徴とする請求項1に記載の架線の衝撃荷重緩和装置。
The long holes of the second support fittings are connected by a guide portion having a pair of side surfaces facing each other between both ends of the first end portion and the second end portion in the tension direction,
While the pin shaft is held at the first end of the long hole by the shaft holding fitting, the pin shaft breaks the shaft holding fitting by the relative movement of the first support fitting and the second support fitting due to an impact load of a predetermined amount or more. The apparatus according to claim 1, wherein the apparatus is moved along the guide portion and comes into contact with the second end portion to stop.
前記ガイド部にピン軸に当接して衝撃を減衰する衝撃減衰手段を備えたことを特徴とする請求項2に記載の架線の衝撃荷重緩和装置。   The apparatus according to claim 2, further comprising impact attenuating means for attenuating impact by abutting the pin shaft on the guide portion. 前記衝撃減衰手段は、ガイド部の側面に複数形成された突起であることを特徴とする請求項3に記載の架線の衝撃荷重緩和装置。   The apparatus according to claim 3, wherein the impact attenuating means is a plurality of protrusions formed on a side surface of the guide portion. 前記軸保持金具は、両係止ピン間における前記ピン軸との当接部に脆弱部を有することを特徴とする請求項1〜4のいずれか1項に記載の架線の衝撃荷重緩和装置。   The said load-holding metal fitting has an fragile part in the contact part with the said pin axis between both locking pins, The impact load relaxation apparatus of the overhead wire of any one of Claims 1-4 characterized by the above-mentioned. 前記各係止ピンは、軸保持金具を第2支持金具に対して揺動可能に支持することを特徴とする請求項1〜5のいずれか1項に記載の架線の衝撃荷重緩和装置。   6. The overhead wire impact load reducing device according to claim 1, wherein each of the locking pins supports the shaft holding bracket so as to be swingable with respect to the second support bracket. 7. 前記一対の第2支持金具は、端部において一体的に連結されたこと特徴とする請求項1〜6のいずれか1項に記載の架線の衝撃荷重緩和装置。   The said pair of 2nd support metal fitting was integrally connected in the edge part, The impact load mitigation apparatus of the overhead wire of any one of Claims 1-6 characterized by the above-mentioned.
JP2011244159A 2011-11-08 2011-11-08 Overhead wire impact load relaxation device Expired - Fee Related JP5389142B2 (en)

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