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JP7274378B2 - Steel tower work scaffolding - Google Patents
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JP7274378B2 - Steel tower work scaffolding - Google Patents

Steel tower work scaffolding Download PDF

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JP7274378B2
JP7274378B2 JP2019133994A JP2019133994A JP7274378B2 JP 7274378 B2 JP7274378 B2 JP 7274378B2 JP 2019133994 A JP2019133994 A JP 2019133994A JP 2019133994 A JP2019133994 A JP 2019133994A JP 7274378 B2 JP7274378 B2 JP 7274378B2
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scaffolding
cross arm
jig
hook
steel tower
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JP2021017733A (en
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幸治 露木
一三 井元
隆弘 蛇沼
敬 吉田
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株式会社タワーライン・ソリューション
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Description

この発明は、送電線の鉄塔上部において、当該送電線等の保守点検作業を行う際に、鉄塔の腕金等に固定して使用する、架線梯子と呼ばれる鉄塔の作業用足場に関するものである。 The present invention relates to a steel tower work scaffold called an overhead wire ladder, which is used by fixing to a cross arm of a steel tower when performing maintenance and inspection work on the power transmission line on the upper part of the steel tower.

従来、送電線の鉄塔において、当該送電線や碍子連等の保守点検作業を行う際に、架線梯子が使用されている。この様な架線梯子の後端部を鉄塔の上部の腕金に取り付け、先端部から線条部材又は棒状部材を延ばして、鉄塔に懸架された送電線や碍子連に引っ掛け、この上を作業者が乗って送電線等の保守点検作業が行われている。 2. Description of the Related Art Conventionally, an overhead wire ladder has been used in a steel tower of a power transmission line when performing maintenance and inspection work on the power transmission line, the insulator string, or the like. Attach the rear end of such an overhead wire ladder to the cross arm at the top of the steel tower, extend the wire member or rod-shaped member from the tip, hook it to the power transmission line or insulator string suspended on the steel tower, are carrying out maintenance and inspection work on transmission lines, etc.

しかし、送電線である既設電線が細径電線の場合、架線梯子の荷重をかけることができないことがある。また、既設電線に誤って電流が流れた場合、作業者が感電するおそれがあり、危険である。そこで、架線梯子の荷重を既設の送電線に掛けないかたちの架線梯子が開発されている。 However, if the existing electric wire, which is a transmission line, has a small diameter, it may not be possible to apply the load of the overhead wire ladder. In addition, if an electric current accidentally flows through an existing electric wire, there is a risk of electric shock to a worker, which is dangerous. Therefore, an overhead wire ladder has been developed in which the load of the overhead wire ladder is not applied to the existing transmission line.

この様な架線梯子として、特許文献1に記載された架線梯子がある。この架線梯子は、当該架線梯子の両側の略中央部を腕金鋼材から懸架された、腕金側固定金具、支持棒及び梯子側固定金具から成る架線梯子用固定具で夫々支持し、梯子の後端部を梯子固定補助具を使って腕金鋼材に支持したものである。 As such an overhead wire ladder, there is an overhead wire ladder described in Patent Document 1. This overhead wire ladder is supported by overhead wire ladder fixtures consisting of cross arm side fixing brackets, supporting rods and ladder side fixing brackets suspended from cross arm steel materials at approximately the center on both sides of the overhead wire ladder. The rear end is supported on cross arm steel using a ladder fixing aid.

この架線梯子では、架線梯子を設置する位置や傾斜角度を調整可能にした構造と成り、送電線を保守点検する際には、無理のない正しい姿勢で作業できるため、安全に作業ができる。しかも、架線梯子が揺れないので、鉄塔の外側も作業がしやすくなる。このように架線梯子を腕金の下方位置に固定することができ、送電線開閉作業は勿論のこと、碍子取替や架線金具点検・修理といった保守点検作業を安全かつ迅速に実施することができるというものである。
特開2011-188659号公報
This overhead wire ladder has a structure in which the installation position and inclination angle of the wire ladder can be adjusted, and when performing maintenance and inspection of the power transmission line, it is possible to work in the correct posture without strain, so that the work can be done safely. Moreover, since the overhead wire ladder does not sway, it becomes easier to work on the outside of the steel tower. In this way, the overhead wire ladder can be fixed to the lower position of the cross arm, and maintenance and inspection work such as insulator replacement and overhead wire fitting inspection/repair can be carried out safely and quickly, as well as transmission line opening/closing work. That's what it means.
JP 2011-188659 A

しかしながら、前記特許文献1の架線梯子は、当該架線梯子の両側の略中央部を前記架線梯子用固定具を使って腕金鋼材に吊り下げ、また、後端部を梯子固定補助具を使って腕金鋼材に掛けとめており、これにより架線梯子を腕金鋼材に3点で吊り下げている。しかも、この架線梯子の先端部は支持されていない。作業者がこの様に3点で吊り下げられている架線梯子の上に乗って作業を行うには不安定なものである。 However, in the overhead wire ladder of Patent Document 1, the approximate center of both sides of the overhead wire ladder is suspended on the cross arm steel material using the wire ladder fixture, and the rear end is suspended using the ladder fixing aid. It is hooked to the cross arm steel material, and by this, the overhead wire ladder is suspended from the cross arm steel material at three points. Moreover, the tip of this overhead wire ladder is not supported. It is unstable for a worker to work on the overhead wire ladder suspended at three points in this way.

また、前記架線梯子用固定金具を使って上方から架線梯子を吊り下げて設置しているので、この架線梯子を設置できるのは上方に腕金鋼材等が有る場合に限られる。すなわち、上方に腕金鋼材等がなければこの架線梯子を設置することができず、この架線梯子を設置する場所が制限される。また、鉄塔の腕金の左右から導出している碍子連や送電線の下方に吊り下げることはできない。 In addition, since the overhead wire ladder is suspended from above using the wire ladder fixing fittings, the wire ladder can only be installed when there is a cross arm steel material or the like above. That is, if there is no cross arm steel or the like above, this overhead wire ladder cannot be installed, and the place where this overhead wire ladder is installed is limited. In addition, it cannot be suspended below the insulator strings or transmission lines leading out from the left and right of the cross arm of the steel tower.

この発明は、これらの点に鑑みて為されたもので、架線梯子である作業用足場を足場材と2本の支柱から成る治具によってL字状に形成し、当該治具の2本の支柱から成る面を腕金の側面に固定し、また足場材の先端部と支柱の上端部を支線を介して接続して支持することにより、上方に腕金等が無くても、安定よく、確実に腕金等に支持固定出来る、鉄塔の作業用足場を提供して前記課題を解決するものである。 The present invention has been made in view of these points. By fixing the surface composed of the strut to the side surface of the cross arm, and by connecting and supporting the tip of the scaffold material and the upper end of the strut via a branch line, even if there is no cross arm or the like above, To solve the above problems by providing a steel tower work scaffold which can be securely supported and fixed to a cross arm or the like.

請求項1の発明は、鉄塔の腕金の先端部付近の碍子連、送電線を保守点検する際に架設する作業用足場において、当該作業用足場は、前記腕金に着脱自在に固定する治具と、当該治具に基端を着脱自在に固定し、先端部を前記送電線や碍子連の下方に突出する足場材から成り、前記治具は間隔をあけて設けた2本の支柱を複数の横桟で固定して成り、当該治具の2本の支柱を前記腕金の一方の側面の腕金主材と腕金吊材に固定し、前記治具に基端を固定した足場材の先端部から前記治具の上端部に支線を張り、かつ、前記治具の上端部から腕金の他方の側面の部材に支線を張った、鉄塔の作業用足場とした。 According to the first aspect of the invention, there is provided a working scaffold erected for maintenance and inspection of an insulator string near the tip of a cross arm of a steel tower and a transmission line, wherein the working scaffold is detachably fixed to the cross arm. and a scaffold material whose base end is detachably fixed to the jig and whose tip protrudes downward from the power transmission line and the insulator string. A scaffold material fixed with a plurality of cross bars, the two supports of the jig being fixed to the cross arm main member and the cross arm hanging member on one side of the cross arm, and the base end fixed to the jig. A scaffolding for working on a steel tower is provided by stretching a branch line from the top end of the jig to the upper end of the jig and stretching a branch line from the upper end of the jig to a member on the other side of the cross arm.

請求項2の発明は、前記治具の2本の支柱に前記腕金の腕金主材に引っ掛ける腕金主材用フックを設けた、請求項1に記載の鉄塔の作業用足場とした。 According to a second aspect of the invention, there is provided a work scaffolding for a pylon according to claim 1, wherein the two pillars of the jig are provided with cross-arm main material hooks for hooking on the cross-arm main material of the cross-arm.

請求項3の発明は、前記足場材の治具への固定は、治具の前記各支柱の下端に又は前記支柱の下部に渡した横桟に、開口部を上に向けた足場用フックを間隔をあけて2個設け、前記足場材の基端寄りに設けた桟を前記足場用フックに上から引っ掛け、かつ、当該足場材の桟より外端の基端上面を前記各支柱の下端又は横桟の下面に重合させて成る、請求項1又は2に記載の鉄塔の作業用足場とした。 According to the third aspect of the invention, the scaffolding material is fixed to the jig by attaching a scaffolding hook with an opening facing upward to the lower end of each of the supports of the jig or to the horizontal beam that spans the lower part of the support. Two pieces are provided at intervals, and a crosspiece provided near the base end of the scaffolding material is hooked from above on the scaffolding hook, and the upper surface of the base end outside the crosspiece of the scaffolding material is the lower end of each of the posts or The scaffolding for steel tower work according to claim 1 or 2, wherein the scaffolding is superimposed on the lower surface of the cross beam.

請求項4の発明は、前記各足場用フックの開口部には、常時当該各開口部を塞ぐフック蓋用レバーが設けられ、当該各フック蓋用レバーは、足場用フックの開口部の下からの荷重に対しては開かず、当該各フック蓋用レバーの上端部を、バネの力に抗して引き上げると、当該足場用フックの開口部を開く構成とした、請求項3に記載の鉄塔の作業用足場とした。 In the invention of claim 4, the opening of each scaffolding hook is provided with a hook lid lever that always closes each opening, and each hook lid lever is installed from below the opening of the scaffolding hook. 4. The steel tower according to claim 3, wherein the opening of the scaffolding hook is opened when the upper end of each hook lid lever is pulled up against the force of the spring. used as a working scaffold.

請求項5の発明は、前記足場材の先端部から前記腕金に向けて平面視ハの字型に補助支線を張った、請求項1~4のいずれかに記載の鉄塔の作業用足場とした。 The invention of claim 5 is the work scaffold for a steel tower according to any one of claims 1 to 4, wherein an auxiliary branch line is stretched from the tip of the scaffold material toward the cross arm in a V shape in plan view. bottom.

請求項1及び2の各発明によれば、送電線や碍子連等に作業用足場の先端部をかけることなく、作業用足場を確実に且つ安定して設けることができる。すなわち、作業用足場を梯子状の足場材と2本の支柱を立設してなる治具によってL字状に形成し、当該L字の縦の辺を形成する2本の支柱から成る面を腕金の側面4カ所に固定し、またL字の横の辺を形成する足場材の先端部と支柱の上端部を支線を介して接続し、かつその支線の端部を支柱の上端部と腕金とを接続して支持することにより、上方に腕金等が無くても、前記足場材を確実に且つ安定して腕金等に支持固定出来るものである。それ故、特許文献1の架線梯子と比べ、安定して腕金等に固定でき、かつ使用範囲が格段に広がり、重宝されるものである。 According to the inventions of claims 1 and 2, the working scaffold can be reliably and stably provided without hooking the leading end of the working scaffold on the power transmission line, the insulator string, or the like. That is, a scaffold for work is formed in an L shape by a ladder-shaped scaffolding material and a jig consisting of two upright pillars, and a surface composed of two pillars forming the vertical side of the L shape is formed. The ends of the scaffolding materials that are fixed to four sides of the cross arm and form the horizontal sides of the L-shape are connected to the upper end of the pillar via a branch line, and the end of the branch line is connected to the upper end of the pillar. By connecting and supporting the cross arm, the scaffolding material can be securely and stably supported and fixed to the cross arm even if there is no cross arm or the like above. Therefore, compared with the wire ladder of Patent Document 1, it can be stably fixed to a cross arm or the like, and the range of use is greatly expanded, which makes it useful.

請求項3の発明によれば、前記足場材の治具への固定は、治具の前記各支柱の下端又は前記支柱の下部に渡した横桟に足場用フックを設け、前記足場材の基端寄りに設けた桟を前記足場用フックに上から引っ掛け、かつ、当該足場材の桟より外端の基端上面を前記各支柱の下端又は横桟の下面に重合させて成るので、足場材が前記桟を軸として回転しようとしても足場材の基端上面が支柱の下端又は横桟の下面に制止され、足場材の無用な動きを防ぐことができる。この様にして、腕金の側面に固定した治具と足場材とを連結して確実にL字状を形成し、維持することができ、作業用足場として信頼性が高いものである。 According to the third aspect of the invention, the scaffolding material is fixed to the jig by providing a scaffolding hook on the lower end of each of the supports of the jig or on the horizontal beam that spans the lower part of the support. A crosspiece provided near the end is hooked on the scaffolding hook from above, and the base end upper surface of the outer end of the crosspiece of the scaffolding material is overlapped with the lower end of each of the columns or the lower surface of the horizontal crosspiece. Even if the scaffold member tries to rotate around the crosspiece, the upper surface of the base end of the scaffold material is restrained by the lower end of the column or the lower surface of the horizontal crosspiece, thereby preventing unnecessary movement of the scaffold material. In this manner, the jig fixed to the side surface of the cross arm and the scaffolding material can be connected to form and maintain an L-shape, and the reliability of the working scaffolding is high.

また、請求項4の発明によれば、開口部がフック蓋用レバーによって常時閉められた足場用フックを設け、この足場用フック内に足場材の桟を入れているため、足場材が足場用フックから無闇に外れない。従って、治具と足場材の接続が確実に維持されるので、作業用足場として信頼性が高いものである。 According to the fourth aspect of the invention, the scaffolding hook is provided, the opening of which is always closed by the hook lid lever. You can't get off the hook blindly. Therefore, since the connection between the jig and the scaffolding material is reliably maintained, the scaffolding for work is highly reliable.

さらに、請求項5の発明によれば、前記足場材の先端部から前記腕金に向けて平面視ハの字型に補助支線を張ったので、足場材がいたずらに揺れることがなく、この作業用足場上に乗った作業員が安心して作業を行うことができる。 Furthermore, according to the fifth aspect of the invention, since the auxiliary support wire is stretched from the tip of the scaffolding toward the cross arm in a V-shape in a plan view, the scaffolding does not unnecessarily sway, and the work is carried out. Workers on the scaffold can work with peace of mind.

この発明の実施の形態例1の作業用足場を腕金に設置した状態の一部平面図である。FIG. 2 is a partial plan view of the working scaffold according to Embodiment 1 of the present invention in a state in which it is installed on a cross arm; この発明の実施の形態例1の作業用足場の治具の正面図である。1 is a front view of a jig for a working scaffold according to Embodiment 1 of the present invention; FIG. この発明の実施の形態例1の作業用足場の治具の側面図である。1 is a side view of a jig for a working scaffold according to Embodiment 1 of the present invention; FIG. この発明の実施の形態例1の作業用足場の治具の下部の一部斜視図である。FIG. 2 is a partial perspective view of the lower portion of the jig of the working scaffold according to Embodiment 1 of the present invention; この発明の実施の形態例1の作業用足場の治具の下部の足場用フックのロープを引っ張り上げて開口部を開けた状態の一部側面図である。FIG. 2 is a partial side view of a state in which an opening is opened by pulling up a rope of a scaffolding hook at a lower portion of a jig for a scaffolding according to Embodiment 1 of the present invention; この発明の実施の形態例1の作業用足場を腕金に取り付けた状態の一部正面図である。1 is a partial front view of a working scaffold according to Embodiment 1 of the present invention attached to a cross arm; FIG. この発明の実施の形態例1の作業用足場の治具の足場用フックに緊線はしごの桟を引っ掛けた状態であって、並設する支柱の間を切断した一部側面断面図である。FIG. 2 is a partial side cross-sectional view of a state in which a crosspiece of a cording ladder is hooked on a scaffolding hook of a jig of a working scaffolding according to Embodiment 1 of the present invention, and a section between columns arranged side by side is cut; この発明の実施の形態例1の作業用足場を腕金に取り付けた状態の側面図である。Fig. 2 is a side view of the working scaffold according to Embodiment 1 of the present invention attached to a cross arm; この発明の実施の形態例1の作業用足場を腕金の両側面に夫々取り付けた状態の一部平面図である。Fig. 2 is a partial plan view of a state in which work scaffolds according to Embodiment 1 of the present invention are attached to both side surfaces of cross arms; この発明の実施の形態例1の作業用足場を腕金の両側面に夫々取り付けた状態の一部側面断面図である。1 is a partial cross-sectional side view of a state in which work scaffolds according to Embodiment 1 of the present invention are attached to both side surfaces of cross arms; FIG.

(実施の形態例1)
以下、この発明の実施の形態例1の鉄塔の作業用足場A(以下、単に、「足場A」と言う。)を図に基づいて説明する。図1及び図8に示すように、この実施の形態例1の足場Aは、鉄塔Bの腕金Cの側面に着脱自在に固定する治具1と、この治具1に基端を着脱自在に固定し、先端部を送電線Dや碍子連Eの下方に突出する足場材である緊線はしご10とで連結してL字状に形成している。
(Embodiment example 1)
Hereinafter, a working scaffolding A for a steel tower (hereinafter simply referred to as "scaffolding A") according to Embodiment 1 of the present invention will be described with reference to the drawings. As shown in FIGS. 1 and 8, the scaffolding A of the first embodiment includes a jig 1 detachably fixed to the side surface of the cross arm C of the steel tower B, and a base end detachably attached to the jig 1. , and the tip end thereof is connected with a wire ladder 10 which is a scaffold material protruding downward from the transmission line D and the insulator string E to form an L shape.

図2及び3に示すように、前記治具1は、間隔をあけて立設した2本の角パイプから成る支柱2を2本の横桟(上から上部長ボルト3及び中部長ボルト4とする。)を設けて固定して成り、この治具1の2本の支柱2の上部の前面及び後面にはアイボルト6を夫々設けている。 As shown in FIGS. 2 and 3, the jig 1 consists of a post 2 consisting of two square pipes erected with a space between them and two horizontal beams (from the top, an upper long bolt 3 and a middle long bolt 4). ) are provided and fixed, and eyebolts 6 are provided on the upper front and rear surfaces of the two supports 2 of this jig 1, respectively.

また、2本の支柱2の下部よりやや上の前面に、前記腕金Cの腕金主材C1に引っ掛ける下向きの腕金主材用フック7を設けている。この腕金主材用フック7は、2枚の取付板7aを用意し、一方の取付板7aの後面にボルト7bを螺着して取り付けられており、これら2枚の取付板7aを支柱2の前後で横に渡し、これら2枚の取付板7aをボルト7cとナット7dで夫々螺着して各支柱2に固定されている。 In addition, on the front surfaces slightly above the lower portions of the two pillars 2, there is provided a downward cross-arm main material hook 7 for hooking on the cross-arm main material C1 of the cross-arm C. As shown in FIG. This hook 7 for cross arm main material is prepared by preparing two mounting plates 7a, and is mounted by screwing a bolt 7b to the rear surface of one of the mounting plates 7a. , and these two mounting plates 7a are screwed together with bolts 7c and nuts 7d, respectively, and fixed to each support 2. As shown in FIG.

さらに、図4に示すように、2本の支柱2の下端には足場用フック8を夫々設けている。これらの足場用フック8は、平面コの字状の保持部8cと当該保持部8cの相対向する両側板の各角部を延ばして、上に向けた開口部8aを設けて成る。これらの足場用フック8の保持部8cに前記支柱2の下端を嵌め入れ、当該下端の両側面及び前記足場用フック8の両側面に予め設けられた貫通孔の一方の孔にボルト8dを挿入して他方の孔からボルト脚部を突出させ、当該ボルト脚部をナット8eで螺着して固定している。これらの足場用フック8、8は並んで設けられている。 Further, as shown in FIG. 4, scaffolding hooks 8 are provided at the lower ends of the two posts 2, respectively. These scaffolding hooks 8 are formed by extending each corner of a flat U-shaped holding portion 8c and opposite side plates of the holding portion 8c to form upward openings 8a. The lower ends of the posts 2 are fitted into the holding portions 8c of the scaffolding hooks 8, and bolts 8d are inserted into one of the through holes previously provided on both side surfaces of the lower ends and both side surfaces of the scaffolding hooks 8. Then, the bolt leg protrudes from the other hole, and the bolt leg is screwed and fixed with a nut 8e. These scaffolding hooks 8, 8 are provided side by side.

各足場用フック8の開口部8aには、軸8gによって回転自在なフック蓋用レバー8bが夫々設けられている。これらのフック蓋用レバー8bは、前記各開口部8aを塞ぐように常時バネ(図示省略)で付勢されており、これらの各フック蓋用レバー8bは、足場用フック8の開口部8aの下からの荷重に対しては開かないようになっている。 An opening 8a of each scaffolding hook 8 is provided with a hook cover lever 8b rotatable by a shaft 8g. These hook lid levers 8b are always biased by springs (not shown) so as to block the openings 8a, and each of the hook lid levers 8b closes the openings 8a of the scaffolding hooks 8. It is designed not to open against the load from below.

また、前記2つのフック蓋用レバー8bの折曲縁の相対向する内側面には、前記軸8gとずれた位置に接続棒8fの両端が固定して設けられており、この接続棒8fの中間部には、略ダルマ型の板カム8hが設けられ、この板カム8hの先端には開口穴が設けられ、この開口穴にはロープ9の一端が結び付けられて伸びている(図5参照)。前記ロープ9を、図5に示すように、前記バネの力に抗して引っ張り上げると、前記板カム8h及び接続棒8fが前記軸8gを中心に回転して当該足場用フック8の開口部8aを開くようになっている。 Both ends of a connecting rod 8f are fixedly provided at positions displaced from the shaft 8g on the opposite inner surfaces of the bent edges of the two hook lid levers 8b. A substantially daruma-shaped plate cam 8h is provided in the intermediate portion, and an opening hole is provided at the tip of the plate cam 8h, and one end of a rope 9 is tied to the opening hole and extends (see FIG. 5). ). When the rope 9 is pulled up against the force of the spring, as shown in FIG. 8a is opened.

緊線はしご10は、図1に示すように、梯子状であるが、先端部へ行くほど梯子の幅がやや狭くなっている。 As shown in FIG. 1, the wire ladder 10 has a ladder shape, but the width of the ladder becomes slightly narrower toward the tip.

次に、この実施の形態例1の足場Aを送電線の鉄塔の腕金Cに取付ける様子を説明する。前記治具1と緊線はしご10は別々に、鉄塔上部の腕金Cまで吊り上げる。その後、腕金C内部において、前記治具1の足場用フック8を腕金Cの外方へ向けて前記治具1を立設させる。続けて、図6に示すように、治具1の腕金主材用フック7を腕金主材C1に引っ掛け、また、各支柱2、2の前面と腕金吊材C2の後面とが当接する各部位を二重防護用ロープで夫々固縛して固定する(図6における13)。なお、腕金主材用フック7を腕金主材C1に引っ掛けた上から二重防護用ロープで固縛する。 Next, a description will be given of how the scaffolding A of the first embodiment is attached to the cross arm C of the steel tower of the transmission line. The jig 1 and the wire ladder 10 are separately lifted up to the cross arm C on the upper part of the steel tower. After that, inside the cross arm C, the scaffolding hook 8 of the jig 1 is directed to the outside of the cross arm C, and the jig 1 is erected. Subsequently, as shown in FIG. 6, the cross arm main member hook 7 of the jig 1 is hooked on the cross arm main member C1, and each portion where the front surface of each of the struts 2, 2 and the rear surface of the cross arm hanging member C2 abut against each other. Secure each by lashing with double protective ropes (13 in FIG. 6). The cross-arm main material hook 7 is hooked on the cross-arm main material C1 and then lashed with a double protective rope.

これらにより、治具1は、腕金主材用フック7の1ヶ所と二重防護用ロープの2ヶ所、合計3ヶ所の点で腕金主材C1と腕金吊材C2に固定される。 As a result, the jig 1 is fixed to the cross arm main member C1 and the cross arm suspension member C2 at a total of three points, one on the cross arm main hook 7 and two on the double protection rope.

その後、図5に示すように、治具1の2個の足場用フック8のロープ9を引っ張り上げて各開口部8aを開け、これらの各開口部8aに、前記緊線はしご10の最も基端寄りに設けた桟10aを上から嵌め入れて引っ掛ける。さらに、図7に示すように、足場用フック8のロープ9を引っ張るのを止めてフック蓋用レバー8bにより各足場用フック8の開口部8aを閉じる。 After that, as shown in FIG. 5, the ropes 9 of the two scaffolding hooks 8 of the jig 1 are pulled up to open the respective openings 8a, and the most base of the cord ladder 10 is attached to each of the openings 8a. A crosspiece 10a provided near the end is fitted from above and hooked. Further, as shown in FIG. 7, the pulling of the rope 9 of the scaffolding hook 8 is stopped and the opening 8a of each scaffolding hook 8 is closed by the hook lid lever 8b.

そして、この緊線はしご10の最も基端寄りの桟10aより外端の基端上面を前記各足場用フック8内の各支柱2の下端の下面に重合させる。これにより、緊線はしご10が前記桟10aを軸として下方に回転しようとしても緊線はしご10の基端上面が各支柱2の下端の下面とぶつかって制止され、緊線はしご10の無用な動きを防ぐことができる。以上の様にして、腕金Cの側面に固定した治具1と緊線はしご10とを連結してL字状に形成する。また、この時、この足場Aの緊線はしご10が突出する位置は腕金主材C1より下方となり、送電線Dや碍子連Eの下方となる。 Then, the base end upper surface of the outer end of the crosspiece 10a closest to the base end of the cord ladder 10 is overlapped with the lower surface of the lower end of each support 2 in each of the scaffolding hooks 8. As shown in FIG. As a result, even if the wire ladder 10 tries to rotate downward about the crosspiece 10a, the upper surface of the base end of the wire ladder 10 collides with the lower surface of the lower end of each pillar 2 and is stopped, resulting in unnecessary movement of the wire ladder 10. can be prevented. As described above, the jig 1 fixed to the side surface of the cross arm C and the wire ladder 10 are connected to each other to form an L shape. At this time, the position where the wire ladder 10 of the scaffold A protrudes is below the cross arm main member C1, below the transmission line D and the insulator string E.

続いて、図8に示すように、予め、緊線はしご10の先端部に、一端を固着していたスリングベルト11の他端を引っ張って、治具1の支柱2のアイボルト6に結び付けて支持する。このスリングベルト11の他端とアイボルト6の間には予めレバーブロック(登録商標)を介在させておき(図示省略)、このレバーブロック(登録商標)を操作してスリングベルト11の張り具合を調整し、緊線はしご10の先端部の高さを調整することができる。また、治具1の支柱2の上部の後側のアイボルト6から別のスリングベルト11を延ばして、腕金Cの他方の側面の部材に支持させる。 Subsequently, as shown in FIG. 8, the other end of the sling belt 11, one end of which was previously fixed to the tip of the wire ladder 10, is pulled and tied to the eyebolt 6 of the post 2 of the jig 1 for support. do. A lever block (registered trademark) is interposed in advance between the other end of the sling belt 11 and the eyebolt 6 (not shown), and the tension of the sling belt 11 is adjusted by operating the lever block (registered trademark). Then, the height of the tip of the cord ladder 10 can be adjusted. Another sling belt 11 is extended from the eyebolt 6 on the rear side of the upper part of the post 2 of the jig 1 and supported by the member on the other side of the cross arm C. As shown in FIG.

続いて、図1に示すように、前記緊線はしご10の先端部の両側から前記腕金Cの基端と先端部に向けて平面視ハの字型に2本の補助支線12を張り、緊線はしご10の横揺れを防ぐようにする。 Subsequently, as shown in FIG. 1, two auxiliary branch lines 12 are stretched from both sides of the tip portion of the cord ladder 10 toward the base end and the tip portion of the cross arm C in a V-shape in plan view, To prevent the rolling ladder 10 from swinging sideways.

以上の様に、この実施の形態例1の足場Aを用いれば、足場Aを、2本の支柱2を立設してなる治具1と緊線はしご10によってL字状に形成し、当該L字の縦の辺を形成する2本の支柱2から成る面を腕金Cの側面に固定し、またL字の横の辺を形成する緊線はしご10の先端部と支柱2の上端部をレバーブロック(登録商標)付のスリングベルト11によって接続して支持することにより、送電線Dや碍子連Eに緊線はしご10を支持することなく、また、緊線はしご10の上方に腕金C等が無くても、確実に腕金C等に支持固定出来るものである。 As described above, if the scaffolding A of the first embodiment is used, the scaffolding A is formed into an L shape by the jig 1 having two upright pillars 2 and the tightening wire ladder 10. A plane consisting of two struts 2 forming the vertical side of the L-shape is fixed to the side surface of the cross arm C, and the top end of the wire ladder 10 and the top end of the strut 2 forming the horizontal side of the L-shape. is connected and supported by a sling belt 11 with a lever block (registered trademark), so that the wire ladder 10 is not supported on the transmission line D or the insulator string E, and the cross arm is placed above the wire ladder 10 Even if there is no C or the like, it can be securely supported and fixed to the cross arm C or the like.

また、腕金主材用フック7を支柱2、2の下部よりやや上の位置に設け、これらの腕金主材用フック7で腕金主材C1に引っ掛けて足場Aを腕金Cに取り付けているので、足場Aの緊線はしご10の先端部が突出する位置が送電線Dや碍子連Eの下方となり、当該足場Aの緊線はしご10の上に作業員が乗って送電線Dや碍子連E等の保守点検作業を行うのに適した位置となっている。 In addition, the cross arm main material hooks 7 are provided at positions slightly above the lower portions of the posts 2, 2, and the scaffold A is attached to the cross arm C by hooking the cross arm main material C1 with these cross arm main material hooks 7. The position where the tip of the wire ladder 10 projects is below the power transmission line D and the insulator string E, and a worker rides on the wire ladder 10 of the scaffold A to perform maintenance of the power transmission line D, the insulator string E, etc. The position is suitable for inspection work.

また、図9及び10に示すように、この足場Aを腕金Cの両側面に取付けることも出来る。この場合、各緊線はしご10、10の先端部から各治具1、1のアイボルト6、6までをスリングベルト11、11で繋ぎ、さらに、腕金C内で立設された隣接する2本の治具1、1のアイボルト6、6にスリングベルト11を繋げて両治具1、1を繋ぐ。これにより、2つの足場A、Aをバランス良く取付けることができ、足場Aの安定性が増す。 The scaffold A can also be attached to both sides of the cross arm C, as shown in FIGS. In this case, the ends of the wire ladders 10, 10 to the eyebolts 6, 6 of the jigs 1, 1 are connected by sling belts 11, 11, and two adjacent belts erected in the cross arm C are connected. A sling belt 11 is connected to the eyebolts 6, 6 of the jigs 1, 1 to connect both the jigs 1, 1. As a result, the two scaffolds A, A can be attached in a well-balanced manner, and the stability of the scaffold A is increased.

前記実施の形態例1では、2本の支柱2、2に腕金主材用フック7を1個設けているが、これは2個でも良く、必要な個数を設ければ良い。その場合、前記取付板7aの両側のボルト孔を使用して腕金主材用フック7を2個設けても良い。また、この腕金主材用フック7は無くても良く、単にロープで固縛するなど他の方法でも良い。 In Embodiment 1, one cross arm main material hook 7 is provided on the two posts 2, 2, but the number of hooks may be two, and the required number may be provided. In that case, two hooks 7 for cross arm main material may be provided using the bolt holes on both sides of the mounting plate 7a. Also, the cross arm main material hook 7 may be omitted, and other methods such as simply tying with a rope may be used.

さらに、足場Aを腕金Cの腕金吊材C2に取付けるのに二重防護用ロープで固縛しているが、二重防護用ロープに限らず、他のロープやワイヤでも良く、さらに、ロープ等の固縛以外、例えば、治具1の各支柱2に予め鉤部を設けておき、この鉤部を腕金吊材C2に引っ掛けるようにしても良い。その他の固定金具で治具1と腕金Cとを固定しても良い。 Furthermore, the scaffolding A is attached to the cross arm hanging member C2 of the cross arm C by lashing it with a double protective rope, but it is not limited to the double protective rope, and other ropes or wires may be used. Other than lashing ropes, for example, a hook may be provided in advance on each post 2 of the jig 1, and the hook may be hooked on the cross arm hanging member C2. The jig 1 and the cross arm C may be fixed with other fixing fittings.

また、治具1に足場用フック8を2個設けて緊線はしご10を取り付けているが、治具1に緊線はしご10を取り付ける方法は足場用フック8に限らず、他の方法で良い。さらに、足場用フック8の開口部8aには、回転自在なフック蓋用レバー8bを設けて緊線はしご10が不用意に外れないようにしているが、フック蓋用レバー8bは無くても良く、また、不用意に外れないようにする構成は他の方法でも良い。 Also, although the jig 1 is provided with two scaffolding hooks 8 to attach the cording ladder 10, the method of attaching the cording ladder 10 to the jig 1 is not limited to the scaffolding hooks 8, and other methods may be used. . Furthermore, the opening 8a of the scaffolding hook 8 is provided with a rotatable hook lid lever 8b to prevent the cord ladder 10 from being accidentally removed, but the hook lid lever 8b may be omitted. In addition, other methods may be used to prevent accidental detachment.

また、緊線はしご10の先端部から治具1の上端部に向けて支線を張るのにスリングベルト11を使っているが、支線としてはスリングベルト11に限るものではなく、不都合なく支線を張ることができるなら他のものでも良い。また、スリングベルト11の他端とアイボルト6の間にレバーブロック(登録商標)を介在させて、このレバーブロック(登録商標)を操作してスリングベルト11の張り具合を調整し、緊線はしご10の先端部の高さを調整しているが、緊線はしご10の先端部の高さを調整するのはこの方法に限らず、他の方法でも良い。また、前記緊線はしご10は、梯子状でなくてもよく、基端部に桟がある足場材であればよい。 Also, the sling belt 11 is used to stretch the branch line from the tip of the cord ladder 10 toward the upper end of the jig 1, but the branch line is not limited to the sling belt 11, and the branch line can be stretched without any inconvenience. Anything else is fine if you can. A lever block (registered trademark) is interposed between the other end of the sling belt 11 and the eyebolt 6, and the tension of the sling belt 11 is adjusted by operating this lever block (registered trademark). However, the method of adjusting the height of the tip of the cord ladder 10 is not limited to this method, and other methods may be used. Moreover, the wire ladder 10 does not have to be ladder-shaped, and may be a scaffold material having crosspieces at the base ends.

また、前記実施の形態例では、足場用フック8を各支柱2の下端に設けたが、2本の支柱2の下部の間に横桟を渡し、当該横桟に足場用フック8を設けても良い。その場合、緊線はしご10の最も基端寄りの外端の基端上面を前記横桟の下面に重合させる。 In the above-described embodiment, the scaffolding hook 8 is provided at the lower end of each of the columns 2. However, a horizontal rail may be provided between the lower portions of the two columns 2, and the scaffolding hook 8 may be provided on the horizontal rail. Also good. In that case, the upper surface of the proximal end of the outer end of the cord ladder 10 closest to the proximal end is overlapped with the lower surface of the crosspiece.

A 足場 B 鉄塔 C 腕金
D 送電線 E 碍子連
1 治具 2 支柱 3 上部長ボルト
4 中部長ボルト 5 連結棒 6 アイボルト
7 腕金主材用フック 8 足場用フック 8a 開口部
8b フック蓋用レバー 9 ロープ 10 緊線はしご
11 スリングベルト 12 補助支線
13 二重防護用ロープの固縛箇所

A scaffolding B steel tower C cross arm D transmission line E insulator string 1 jig 2 post 3 upper long bolt 4 middle long bolt 5 connecting rod 6 eye bolt 7 hook for cross arm main material 8 hook for scaffolding 8a opening 8b lever for hook lid 9 rope 10 wire ladder 11 sling belt 12 auxiliary branch wire
13 Lashing points for double protective ropes

Claims (5)

鉄塔の腕金の先端部付近の碍子連、送電線を保守点検する際に架設する作業用足場において、
当該作業用足場は、前記腕金に着脱自在に固定する治具と、当該治具に基端を着脱自在に固定し、先端部を前記送電線や碍子連の下方に突出する足場材から成り、
前記治具は間隔をあけて設けた2本の支柱を複数の横桟で固定して成り、当該治具の2本の支柱を前記腕金の一方の側面の腕金主材と腕金吊材に固定し、
前記治具に基端を固定した足場材の先端部から前記治具の上端部に支線を張り、かつ、前記治具の上端部から腕金の他方の側面の部材に支線を張ったことを特徴とする、鉄塔の作業用足場。
In the work scaffolding that is erected during maintenance and inspection of the insulator string near the tip of the cross arm of the steel tower and the transmission line,
The scaffold for work consists of a jig detachably fixed to the cross arm, and a scaffolding material whose base end is detachably fixed to the jig and whose tip protrudes below the power transmission line and the insulator string. ,
The jig is formed by fixing two struts spaced apart by a plurality of horizontal beams, and the two struts of the jig are connected to the cross arm main member and the cross arm hanging member on one side of the cross arm. fixed,
A branch line is stretched from the tip of the scaffolding whose base end is fixed to the jig to the upper end of the jig, and a branch line is stretched from the upper end of the jig to a member on the other side of the cross arm. A scaffold for working on a steel tower, characterized in that:
前記治具の2本の支柱に前記腕金の腕金主材に引っ掛ける腕金主材用フックを設けたことを特徴とする、請求項1に記載の鉄塔の作業用足場。 2. The work scaffolding for a steel tower according to claim 1, wherein hooks for a cross arm main material to be hooked on the cross arm main material of the cross arm are provided on the two pillars of the jig. 前記足場材の治具への固定は、治具の前記各支柱の下端に又は前記支柱の下部に渡した横桟に、開口部を上に向けた足場用フックを間隔をあけて2個設け、前記足場材の基端寄りに設けた桟を前記足場用フックに上から引っ掛け、かつ、当該足場材の桟より外端の基端上面を前記各支柱の下端又は横桟の下面に重合させて成ることを特徴とする、請求項1又は2に記載の鉄塔の作業用足場。 For fixing the scaffolding material to the jig, two scaffolding hooks with openings facing upward are provided at intervals at the lower end of each of the supports of the jig or on the horizontal beam that spans the lower part of the support. A crosspiece provided near the base end of the scaffolding material is hooked on the scaffolding hook from above, and the top surface of the base end outside the crosspiece of the scaffolding material overlaps the lower end of each of the columns or the lower surface of the horizontal crosspiece. The work scaffolding for a steel tower according to claim 1 or 2, characterized in that it consists of: 前記各足場用フックの開口部には、常時当該各開口部を塞ぐフック蓋用レバーが設けられ、当該各フック蓋用レバーは、足場用フックの開口部の下からの荷重に対しては開かず、当該各フック蓋用レバーの上端部を、バネの力に抗して引き上げると、当該足場用フックの開口部を開く構成としたことを特徴とする、請求項3に記載の鉄塔の作業用足場。 Each scaffolding hook opening is provided with a hook lid lever that always closes each opening, and each hook lid lever opens against a load from below the opening of the scaffolding hook. First, when the upper end of each hook lid lever is pulled up against the force of the spring, the opening of the scaffolding hook is opened. scaffolding. 前記足場材の先端部から前記腕金に向けて平面視ハの字型に補助支線を張ったことを特徴とする、請求項1~4のいずれかに記載の鉄塔の作業用足場。

The work scaffold for a steel tower according to any one of claims 1 to 4, characterized in that an auxiliary branch line is stretched from the tip of the scaffold member toward the cross arm in a V-shape in a plan view.

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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3020196U (en) 1995-07-05 1996-01-19 古林工業株式会社 Hook disengagement device
JP2004150146A (en) 2002-10-31 2004-05-27 Tokyo Energy & Systems Inc Movable suspended scaffold for steel-structure repair work
JP2011229241A (en) 2010-04-16 2011-11-10 Chugoku Electric Power Co Inc:The Foothold device for high-place work

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5215041Y2 (en) * 1974-07-04 1977-04-05
JP5339826B2 (en) * 2008-09-10 2013-11-13 中国電力株式会社 Scaffolding for transmission tower

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3020196U (en) 1995-07-05 1996-01-19 古林工業株式会社 Hook disengagement device
JP2004150146A (en) 2002-10-31 2004-05-27 Tokyo Energy & Systems Inc Movable suspended scaffold for steel-structure repair work
JP2011229241A (en) 2010-04-16 2011-11-10 Chugoku Electric Power Co Inc:The Foothold device for high-place work

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