JP2010065433A - Scaffold for power transmission steel tower - Google Patents

Scaffold for power transmission steel tower Download PDF

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JP2010065433A
JP2010065433A JP2008232103A JP2008232103A JP2010065433A JP 2010065433 A JP2010065433 A JP 2010065433A JP 2008232103 A JP2008232103 A JP 2008232103A JP 2008232103 A JP2008232103 A JP 2008232103A JP 2010065433 A JP2010065433 A JP 2010065433A
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scaffold
rope
tower
power transmission
longitudinal direction
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JP5339826B2 (en
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Mitsuru Sugimoto
充 杉本
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Chugoku Electric Power Co Inc
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Chugoku Electric Power Co Inc
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a scaffold for a power transmission steel tower, easily installed on a tower body, a bracket and an insulator string of the steel tower and also improving the degree of freedom in direction of installing a scaffold part in performing the inspection work for the insulator string and the inspection and maintenance work for a power transmission line by miniaturizing the scaffold part and using a rope for installation to the steel tower and the insulator string. <P>SOLUTION: This scaffold for the power transmission steel tower includes: a scaffold body 2 formed of a substantially rectangular plate material; a suspending rope 3 fitted to one end in the longitudinal direction of the scaffold body 2 and wound round the insulator string I, the bracket A or the tower body B; a latch rope 4 latched on the other end in the longitudinal direction of the scaffold body 2 and the tower body B, the bracket A or the insulator string I; and a steady rope 5 stretched over the insulator string I, the bracket A or the tower body B. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、鉄塔上部において送電線、碍子連を保守点検する際に作業者が乗る作業用足場に係り、特に足場の設置方向を自由に変えられる送電鉄塔用足場に関する。   The present invention relates to a work scaffold on which an operator rides when maintaining and inspecting power transmission lines and insulators in the upper part of a steel tower, and more particularly to a power transmission tower scaffold in which the installation direction of the scaffold can be freely changed.

従来から、鉄塔上部において送電線、碍子連を保守点検する際には、そこに作業用足場を取り付けて作業している。この高所に設置する作業用足場としては、例えば架線梯子型作業足場又はロープによる足場網等が提案されている。   Conventionally, when carrying out maintenance and inspection of power transmission lines and insulators at the upper part of the steel tower, work is carried out by attaching work scaffolds there. As work scaffolds to be installed at this high place, for example, overhead ladder-type work scaffolds or rope scaffolding networks have been proposed.

架線梯子型作業足場51は、図5に示すように、2本の板材52間に複数本の横木53を取り付けた足場本体54と、この足場本体54の長手方向の一端側に棒状部材55を介して吊下げフック56を取り付け、他端側にボルト・ナット等の取付金具57を備えたものである。このような架線梯子型作業足場51は、碍子連Iの点検作業に際して、吊下げフック56を碍子連I等に引っ掛け、安全装置を取り付け、取付金具57を塔体B側のアングルに固定して設置が完了する。
この架線梯子型作業足場51では、足場本体54をボルト・ナット等の取付金具57で塔体Bのアングルに強固に固定する構造であるため、作業中に揺れることがなく、安定した点検作業を実施することができる。
As shown in FIG. 5, the overhead ladder type work scaffold 51 includes a scaffold main body 54 in which a plurality of cross bars 53 are attached between two plate members 52, and a rod-shaped member 55 on one end side in the longitudinal direction of the scaffold main body 54. A hanging hook 56 is attached to the other end, and a mounting bracket 57 such as a bolt and a nut is provided on the other end side. Such an overhead ladder-type work scaffold 51 has a hanging hook 56 hooked on the insulator series I or the like when the insulator series I is inspected, a safety device is attached, and the mounting bracket 57 is fixed to the angle on the tower B side. Installation is complete.
In this overhead ladder type work scaffold 51, the scaffold main body 54 is firmly fixed to the angle of the tower body B with mounting brackets 57 such as bolts and nuts, so that stable inspection work can be performed without shaking during the work. Can be implemented.

また、ロープ又は足場網から成る技術としては、例えば特許文献1の特開2002−152933公報「ネット足場を用いた工事方法」のように、軽量繊維で所定網目に構成した略方形ネットの一端辺を塔体に接続し、他端辺の両隅には操作棒により遠隔操作係脱自在なフックを連結して、操作棒により碍子連および電線に係止し、ネットを取付けた後、ネット上を移動することによって作業を行い、作業後は操作棒によってフックを開放して係止物より撤収するネット足場を用いた工事方法が提案されている。
このネット足場としては、ポリプロピレンスパン糸のロープで所定網目に構成した略方形のネットの一辺両端には、吊環部に吊上げ力を負荷することにより鉤部を開放し、吊環部が無負荷常態では鉤部を閉鎖する構成のフックを連結し、ネットの他辺には鉄塔に緊縛するベルトを設けたことより成るネット足場が提案されている。
特開2002−152933公報
Moreover, as a technique comprising a rope or a scaffold net, for example, as in Japanese Patent Application Laid-Open No. 2002-152933 “A construction method using a net scaffold”, one end side of a substantially square net configured with a predetermined mesh with lightweight fibers. Is connected to the tower, and hooks that can be remotely operated and disengaged by operating rods are connected to both corners of the other end. There has been proposed a construction method using a net scaffolding in which a work is carried out by moving, and a hook is opened with an operating rod after the work and the work is removed from a locked object.
As this net scaffolding, at both ends of one side of a substantially square net constructed by a rope of polypropylene spun yarn, the hook part is opened by applying a lifting force to the hanging ring part, and the hanging ring part is in an unloaded normal state. There has been proposed a net scaffolding in which hooks configured to close the buttock are connected and a belt that is bound to a steel tower is provided on the other side of the net.
JP 2002-152933 A

しかし、架線梯子型作業足場51は、アルミニウム製の足場本体54の全長が2.0m〜3.0mと長く、鉄塔Tへの固定には金属製の取付金具57を用いているため総重量が13kg〜17kgと重たいものである。そのために、山岳部に多い送電鉄塔に運搬する時、大規模な工事の時は仮設道の設置等により作業員の負担は少ない。しかし、小規模な保守作業時等では、この梯子型作業足場51の運搬、高所での設置に関して作業員の負担が大きいという問題も有していた。   However, the overhead ladder-type work scaffold 51 has a total length of 2.0 m to 3.0 m, and the total weight of the scaffold main body 54 made of aluminum is fixed to the steel tower T because the metal mounting bracket 57 is used. It is heavy with 13-17kg. For this reason, when transporting to a power transmission tower, which is often found in mountains, the burden on workers is small due to the installation of a temporary road during large-scale construction. However, in the case of small-scale maintenance work or the like, there is also a problem that the burden on the worker is heavy with regard to transportation of the ladder-type work scaffold 51 and installation at a high place.

また、特許文献1の「ネット足場を用いた工事方法、ネット足場」は、ロープによる足場綱上での作業は小規模な作業では有利である。しかし、不安定なロープ上での作業となり、熟練した作業員は容易に作業できるが、熟練していない作業員は作業に手間取り、危険を伴うという問題を有していた。   In addition, the “construction method using a net scaffold, net scaffold” disclosed in Patent Document 1 is advantageous for a small-scale work to be performed on a rope rope. However, the work is performed on an unstable rope, and a skilled worker can easily work. However, an unskilled worker has a problem that the work is troublesome and dangerous.

本発明は、かかる問題点を解決するために創案されたものである。すなわち、本発明の目的は、足場部分を小型に構成すると共に、鉄塔、碍子連への設置にロープを用いることで、碍子連を点検作業し、送電線を保守点検する際に、鉄塔の塔体、腕金、碍子連へ容易に設置することができ、かつ足場部分の設置方向の自由度を向上させた送電鉄塔用足場を提供することにある。   The present invention has been developed to solve such problems. That is, the object of the present invention is to construct the scaffold part in a small size, and to use the rope for installation in the steel tower and the insulator series. An object of the present invention is to provide a scaffold for a power transmission tower that can be easily installed on a body, a brace, and an insulator, and that has an improved degree of freedom in the installation direction of the scaffold portion.

本発明によれば、鉄塔(T)における送電線、碍子連(I)を保守点検する際に、該鉄塔(T)の塔体(B)、腕金(A)、碍子連(I)にロープを用いて着脱自在に設置する送電鉄塔用足場であって、略長方形状の板材から成る足場本体(2)と、前記足場本体(2)の長手方向の一端側に取り付けた、前記碍子連(I)、腕金(A)又は塔体(B)に巻き付ける吊下げ用ロープ(3)と、該足場本体(2)の長手方向の他端側と、前記塔体(B)、腕金(A)又は碍子連(I)とに掛け止める掛止め用ロープ(4)と、前記足場本体(2)の揺れを防止するために、該足場本体(2)と、前記碍子連(I)、腕金(A)又は塔体(B)に掛け渡す振止め用ロープ(5)と、を備えた、ことを特徴とする送電鉄塔用足場が提供される。   According to the present invention, when performing maintenance and inspection of the transmission line and the insulator series (I) in the steel tower (T), the tower body (B), the brace (A), and the insulator series (I) of the steel tower (T) A scaffold for a power transmission tower that is detachably installed using a rope, the scaffold main body (2) made of a substantially rectangular plate, and the insulator chain attached to one end in the longitudinal direction of the scaffold main body (2) (I) The suspension rope (3) wound around the armor (A) or the tower body (B), the other end side in the longitudinal direction of the scaffold body (2), the tower body (B), the arm metal (A) or the rope (4) for latching to the lever series (I), and the scaffold body (2) and the lever series (I) to prevent the scaffold body (2) from shaking. There is provided a scaffolding for a power transmission tower comprising a rope (5) for swinging that is hung around a brace (A) or a tower body (B).

例えば、前記足場本体(2)は、その短手方向に貫通するロープ用貫通穴(7)を複数開け、該ロープ用貫通穴(7)に前記掛止め用ロープ(4)を挿通し得るように構成したものである。
前記足場本体(2)は、その長手方向の一端側の両角部に、前記振止め用ロープ(5)を着脱自在に掛け止めるリング(10)をそれぞれ設けたものである。
前記吊下げ用ロープ(3)は、その基端部を前記足場本体(2)の長手方向の一端側の角部に取り付け、その先端部にフック(8)を備えたものである。
前記足場本体(2)に、長さが異なる吊下げ用ロープ(3)をそれぞれ取り付けることができる。
For example, the scaffold main body (2) can be provided with a plurality of rope through holes (7) penetrating in the lateral direction, and the hooking rope (4) can be inserted into the rope through holes (7). It is configured.
The scaffold body (2) is provided with a ring (10) for releasably latching the anti-vibration rope (5) at both corners on one end side in the longitudinal direction.
The suspension rope (3) has a base end attached to a corner on one end side in the longitudinal direction of the scaffold body (2), and a hook (8) at the tip.
Hanging ropes (3) having different lengths can be attached to the scaffold body (2).

本発明の構成では、足場本体(2)をロープ(3,4)を用いて碍子連(I)、腕金(A)又は鉄塔(T)に設置する構造に成り、ジャンパー線(J)を保守点検する際には、足場本体(2)の吊下げ用ロープ(3)を腕金(A)の先端部に巻き付け、掛止め用ロープ(4)を腕金(A)の基端部に掛け渡して設置する。更に、振止め用ロープ(5)を塔体(B)に掛け渡して設置が完了する。このように足場本体(2)を腕金(A)の下方位置に設置することができ、ジャンパー線(J)の保守点検作業を容易に実施することができる。足場本体(2)の設置方向の自由度が高いので、鉄塔(T)上の種々の点検、保守作業に利用することができる。   In the configuration of the present invention, the scaffold body (2) is installed on the insulator series (I), the armature (A) or the steel tower (T) using the rope (3, 4), and the jumper wire (J) is connected. When carrying out maintenance inspection, wrap the suspension rope (3) of the scaffold body (2) around the distal end of the armrest (A), and attach the hanging rope (4) to the proximal end of the armrest (A). Overhang and install. Furthermore, the installation is completed by hanging the rope (5) for swinging over the tower body (B). Thus, the scaffold main body (2) can be installed at a position below the armrest (A), and the maintenance and inspection work of the jumper wire (J) can be easily performed. Since the flexibility of the installation direction of the scaffold main body (2) is high, it can be used for various inspections and maintenance work on the steel tower (T).

また、、碍子連(I)の乗り出し作業用の足場として、足場本体(2)の吊下げ用ロープ(3)を碍子連(I)に巻き付け、掛止め用ロープ(4)を腕金(A)に掛け止めて設置する。更に、振止め用ロープ(5)を塔体(B)に掛け渡して設置が完了する。このように足場本体(2)を碍子連(I)と並行になるように設置することができる。特に、ロープ(3,4)で支えている足場本体(2)を、振止め用ロープ(5)で更に固定しているので、作業者は安定した足場での作業が可能になる。   In addition, as a scaffold for setting up the lever series (I), the suspension rope (3) of the scaffold body (2) is wound around the lever series (I), and the hanging rope (4) is used as the armrest (A ) And install it. Furthermore, the installation is completed by hanging the rope (5) for swinging over the tower body (B). In this way, the scaffold main body (2) can be installed in parallel with the insulator series (I). In particular, since the scaffold body (2) supported by the ropes (3, 4) is further fixed by the anti-vibration rope (5), the operator can work on the stable scaffold.

何れの場合も、吊下げ用ロープ(3)と、掛止め用ロープ(4)の長さを調節することにより、足場本体(2)と、碍子連(I)又はジャンパー線(J)との間隔を自由に調整することができ、作業者は作業内容に応じた体勢で安定した足場での作業が可能となり、作業精度の向上と作業時間を短縮することができる。   In any case, by adjusting the length of the hanging rope (3) and the hanging rope (4), the scaffold main body (2) and the insulator chain (I) or jumper wire (J) The interval can be freely adjusted, and the worker can work on a stable scaffold with a posture according to the work content, and the work accuracy can be improved and the work time can be shortened.

また、足場本体(2)には、複数のロープ用貫通穴(7)があるので、掛止め用ロープ(4)を挿通する位置を可変することにより、足場長さも調整して固定することが可能である。例えば、足場本体(2)を長い足場として使用するときは、最先端側に開けたロープ用貫通穴(7)に掛止め用ロープ(4)を挿通する。逆に、足場本体(2)を短い足場として使用するときは、内側に開けたロープ用貫通穴(7)に掛止め用ロープ(4)を挿通する。   Further, since the scaffold body (2) has a plurality of through holes (7) for ropes, the scaffold length can be adjusted and fixed by changing the position through which the hooking rope (4) is inserted. Is possible. For example, when the scaffold body (2) is used as a long scaffold, the latching rope (4) is inserted into the rope through hole (7) opened on the most distal side. Conversely, when the scaffold body (2) is used as a short scaffold, the latching rope (4) is inserted into the rope through hole (7) opened on the inside.

本発明の送電鉄塔用足場は、小型にした足場本体を鉄塔、碍子連にロープを用いて着脱自在に設置する簡易足場であり、足場本体に吊下げ用ロープと掛止め用ロープを備え、更に足場本体の揺れを防止する振止め用ロープを備えた足場である。   The scaffold for a power transmission tower of the present invention is a simple scaffold in which a compact scaffold body is detachably installed using a rope to a steel tower and an insulator, and the scaffold body includes a hanging rope and a hanging rope, This is a scaffold provided with a rope for preventing the scaffold body from shaking.

以下、本発明の好ましい実施の形態を図面を参照して説明する。
図1は本発明の送電鉄塔用足場を示し、(a)は平面図、(b)は側面図、(c)は正面図、(d)はd-d線断面図、(e)は部分平断面図である。
本発明の送電鉄塔用足場1は、足場本体2と、この足場本体2の長手方向の一端側に吊下げ用ロープ3を取り付け、足場本体2の長手方向の他端側に掛止め用ロープ4を取り付けたものであり、更に足場本体2の揺れを防止するための振止め用ロープ5を備えたものである。この送電鉄塔用足場1は、鉄塔Tにおける送電線(ジャンパー線J)、碍子連Iを保守点検する際に、鉄塔Tの塔体B、腕金A又は碍子連Iに着脱自在に設置するものである。
Hereinafter, preferred embodiments of the present invention will be described with reference to the drawings.
FIG. 1 shows a scaffold for a power transmission tower of the present invention, (a) is a plan view, (b) is a side view, (c) is a front view, (d) is a sectional view taken along the line dd, and (e) is a partial view. FIG.
The scaffold 1 for a power transmission tower according to the present invention has a scaffold body 2, a suspension rope 3 attached to one end side in the longitudinal direction of the scaffold body 2, and a hanging rope 4 on the other end side in the longitudinal direction of the scaffold body 2. Is attached, and is further provided with an anti-vibration rope 5 for preventing the scaffold body 2 from shaking. The power transmission tower scaffold 1 is detachably installed on the tower body B, the armature A, or the insulator series I of the tower T when the transmission line (jumper wire J) and the insulator series I in the tower T are inspected and inspected. It is.

足場本体2は、略長方形状の例えばアルミニウム製の板材から成る足場部分である。軽量かつ強固に構成したものであり、高所に容易に運搬できるように中空に形成することが好ましい。素材もある程度の剛性があれば、アルミニウム製に限定されず他の金属、又は合成樹脂材を用いることができる。   The scaffold body 2 is a scaffold portion made of a substantially rectangular plate made of, for example, aluminum. It is light and strong, and is preferably formed hollow so that it can be easily transported to high places. The material is not limited to aluminum as long as it has a certain degree of rigidity, and other metals or synthetic resin materials can be used.

また、足場本体2の上面には、図1(a)、(b)に示すように、作業中に靴が滑らないように凹凸の滑り止め構造6を具備している。図示例では足場本体2の短手方向に横断面形状が略三角柱形状の構造を示している。しかし、この形状に限定されず鋲状の構造を全面に施したものでもよい。更に、略長方形状の枠体に金網を張設した構造のものでもよい。   Further, as shown in FIGS. 1A and 1B, the scaffold main body 2 is provided with an uneven non-slip structure 6 so that shoes do not slip during work. In the illustrated example, a structure in which the cross-sectional shape of the scaffold main body 2 has a substantially triangular prism shape in the lateral direction is shown. However, the present invention is not limited to this shape, and a bowl-like structure may be provided on the entire surface. Further, a structure in which a wire mesh is stretched around a substantially rectangular frame may be used.

足場本体2は、図1(b)、(e)に示すように、その短手方向に貫通するロープ用貫通穴7を複数開けている。このロープ用貫通穴7に掛止め用ロープ4を挿通する。例えば、足場本体2を長い足場として使用するときは、最先端側(図示上の右端側)に開けたロープ用貫通穴7に掛止め用ロープ4を挿通する。逆に、足場本体2を短い足場として使用するときは、内側(図示上の左端側)に開けたロープ用貫通穴7に掛止め用ロープ4を挿通する。このように本発明の足場本体2は、複数のロープ用貫通穴7があるので、掛止め用ロープ4を挿通する位置を可変することにより、足場の長さ、即ちロープ3,4で吊り上げている間隔を調整することができる。   As shown in FIGS. 1B and 1E, the scaffold main body 2 has a plurality of rope through holes 7 penetrating in the short direction. The hooking rope 4 is inserted into the rope through hole 7. For example, when the scaffold body 2 is used as a long scaffold, the latching rope 4 is inserted into the rope through hole 7 opened on the most distal side (the right end side in the drawing). Conversely, when the scaffold body 2 is used as a short scaffold, the latching rope 4 is inserted into the rope through hole 7 opened on the inner side (the left end side in the drawing). Thus, since the scaffold body 2 of the present invention has a plurality of through holes 7 for ropes, the length of the scaffold, that is, the ropes 3 and 4 can be lifted by changing the position where the hooking rope 4 is inserted. You can adjust the interval.

吊下げ用ロープ3は、塔体B、腕金A又は碍子連Iに巻き付け、足場本体2の一部を吊り下げる機能を有するロープである。この吊下げ用ロープ3は、その基端部を足場本体2の長手方向の一端側の角部に取り付け、その先端部にフック8を備えたものである。この吊下げ用ロープ3は、塔体B、腕金A又は碍子連Iに巻き付けたときに、ロープを損傷させないように保護用のゴムチューブ9で覆っている。   The suspension rope 3 is a rope having a function of suspending a part of the scaffold body 2 by being wound around the tower body B, the arm metal A or the insulator series I. The suspension rope 3 is provided with a base end portion attached to a corner portion on one end side in the longitudinal direction of the scaffold main body 2 and a hook 8 at the tip end portion. This suspending rope 3 is covered with a protective rubber tube 9 so as not to damage the rope when it is wound around the tower B, the brace A or the insulator series I.

吊下げ用ロープ3は、1枚の足場本体2に、必ずしも1本のみを取り付ける必要はなく、図1(a)に示すように、2本又は3本取り付けることができる。足場本体2の長手方向の一端側に、長さが異なる吊下げ用ロープ3を複数本取り付けることができる。後述するジャンパー線Jの大きさに応じて吊下げ用ロープ3の長さを調節する。即ち、作業内容に適した吊下げ用ロープ3を腕金Aに巻き付けることができる。   It is not always necessary to attach only one suspension rope 3 to one scaffold body 2, and two or three suspension ropes 3 can be attached as shown in FIG. A plurality of suspension ropes 3 having different lengths can be attached to one end side in the longitudinal direction of the scaffold body 2. The length of the hanging rope 3 is adjusted according to the size of the jumper wire J described later. That is, the suspension rope 3 suitable for the work content can be wound around the armrest A.

掛止め用ロープ4は、足場本体2のロープ用貫通穴7に挿通した1本のロープで、その両端を塔体B、腕金A又は碍子連Iに固定することにより、前述した吊下げ用ロープ3と共に、足場本体2を吊り下げる機能を有する。なお、掛止め用ロープ4を塔体B、腕金A又は碍子連Iに固定する手段は従来からの種々の方法、手段を用いる。   The hanging rope 4 is a single rope inserted through the rope through-hole 7 of the scaffold body 2, and its both ends are fixed to the tower body B, the arm metal A or the insulator series I, and the hanging rope 4 described above. Along with the rope 3, the scaffold body 2 is suspended. Various conventional methods and means are used as means for fixing the hanging rope 4 to the tower body B, the arm metal A or the insulator series I.

振止め用ロープ5は、足場本体2と、碍子連I、腕金A又は塔体Bとに掛け渡すロープである。振止め用ロープ5は、ロープの一端にフック8を備えたものである。例えば、足場本体2の長手方向の一端側の両角部にリング10を設け、このリング10に振止め用ロープ5のフック8を着脱自在に掛け止める。この振止め用ロープ5は、後述するように、足場本体2と、碍子連I、腕金A又は塔体Bとに掛け渡し、足場本体2の揺れを防止する機能を有する。なお、図示例ではリング10を、足場本体2の一端側の両角部に設けた実施例を示している。この足場本体2の振れを防止することを目的するために、必ずしも足場本体2の長手方向の一端側に限定されず、足場本体2の長手方向の略中間位置にリング10又は振止め用ロープ5を引っ掛ける部材(図示していない。)を取り付けることも可能である。   The bracing rope 5 is a rope that spans the scaffold main body 2 and the insulator series I, the brace A or the tower body B. The anti-rest rope 5 is provided with a hook 8 at one end of the rope. For example, the rings 10 are provided at both corners on one end side in the longitudinal direction of the scaffold body 2, and the hooks 8 of the swing rope 5 are detachably hooked on the rings 10. As will be described later, the bracing rope 5 has a function of spanning the scaffold body 2 and the lever series I, the brace A or the tower body B to prevent the scaffold body 2 from shaking. In the illustrated example, the ring 10 is provided at both corners on one end side of the scaffold body 2. In order to prevent the swinging of the scaffold main body 2, it is not necessarily limited to one end side in the longitudinal direction of the scaffold main body 2, and the ring 10 or the anti-rest rope 5 is provided at a substantially intermediate position in the longitudinal direction of the scaffold main body 2. It is also possible to attach a member (not shown) for hooking.

振止め用ロープ5は、足場本体2に着脱自在に構成することで、容易に運搬することができる。作業内容に応じては、振止め用ロープ5を掛け渡す必要がないときは、これを省略することができ、保守点検作業の時間を短縮することができる。   The anti-rest rope 5 can be easily transported by being detachable from the scaffold body 2. Depending on the work contents, when it is not necessary to hang the rope 5 for stopping, this can be omitted, and the time for maintenance and inspection can be shortened.

図2は送電鉄塔用足場を鉄塔の腕金に設置した状態を示し、(a)は平面図、(b)は側面図である。
送電鉄塔用足場1を用いてジャンパー線J、碍子連Iを保守点検する方法を示す。送電鉄塔用足場1を、ジャンパー線Jを保守点検する際の作業用の足場として設置するときは、足場本体2の吊下げ用ロープ3を腕金Aの先端部に巻き付け、掛止め用ロープ4を腕金Aの基端部に掛け渡す。更に、振止め用ロープ5を塔体Bに掛け渡して設置が完了する。
このように足場本体2を腕金Aの下方位置に設置することができ、ジャンパー線Jの保守点検作業を容易に実施することができる。足場本体2の設置方向の自由度が高いので、鉄塔T上の種々の点検、保守作業に利用することができる。
FIG. 2 shows a state in which the scaffold for the transmission tower is installed on the armature of the tower, (a) is a plan view, and (b) is a side view.
A method of maintaining and inspecting the jumper wire J and the insulator series I using the power transmission tower scaffold 1 will be described. When installing the power transmission tower scaffold 1 as a scaffold for maintenance work of the jumper wire J, the suspension rope 3 of the scaffold body 2 is wrapped around the tip of the armrest A, and the hanging rope 4 Is stretched over the base end of the armrest A. Further, installation of the bracing rope 5 over the tower body B is completed.
Thus, the scaffold main body 2 can be installed at the lower position of the armrest A, and the maintenance and inspection work of the jumper wire J can be easily performed. Since the flexibility of the installation direction of the scaffold body 2 is high, it can be used for various inspections and maintenance work on the steel tower T.

足場本体2に、長さが異なる吊下げ用ロープ3を複数本取り付けているときは、ジャンパー線Jの大きさに応じた長さの吊下げ用ロープ3を腕金Aの先端部に巻き付ける。これにより、作業者は最適な状態でジャンパー線Jを保守点検することができる。   When a plurality of suspension ropes 3 having different lengths are attached to the scaffold body 2, the suspension rope 3 having a length corresponding to the size of the jumper wire J is wound around the distal end portion of the brace A. Thereby, the operator can maintain and inspect the jumper wire J in an optimum state.

図3は送電鉄塔用足場を碍子連と略並行に設置した状態を示す平面図である。
送電鉄塔用足場1を、碍子連Iの乗り出し作業用の足場として設置するときは、足場本体2の吊下げ用ロープ3を碍子連Iに巻き付け、一方掛止め用ロープ4を腕金Aに掛け渡す。更に、振止め用ロープ5も腕金Aに掛け渡して設置が完了する。このように足場本体2を碍子連Iと略並行になるように設置することができる。特に、ロープ3,4で支えている足場本体2を、振止め用ロープ5で更に固定しているので、作業者は安定した足場での作業が可能になる。
FIG. 3 is a plan view showing a state in which a scaffold for a power transmission tower is installed substantially in parallel with the insulator series.
When installing the power transmission tower scaffold 1 as a scaffold for starting up the ladder series I, the suspension rope 3 of the scaffold body 2 is wrapped around the ladder series I, while the hanging rope 4 is hung on the arm A hand over. Further, the anti-rest rope 5 is also passed over the brace A and the installation is completed. Thus, the scaffold body 2 can be installed so as to be substantially parallel to the insulator series I. In particular, since the scaffold body 2 supported by the ropes 3 and 4 is further fixed by the swing rope 5, the operator can work on the stable scaffold.

図4は送電鉄塔用足場を碍子連と並行に設置した状態を示す側面図であり、(a)は電線にカテナリーが無い状態、(b)は電線にカテナリーが有る状態である。
なお、電線にカテナリー(傾斜)が無い状態では、図4(a)に示すように、足場本体2の後端部を腕金Aのアングルの上部に置いた状態で掛止め用ロープ4で固定する。電線にカテナリーが有る状態では、図4(b)に示すように、足場本体2の後端部を腕金Aのアングルの下部に掛止め用ロープ4で固定する。このように本発明では、足場本体2の固定手段についてロープ3,4を用いているので、足場本体2の傾斜が最適な状態になるように設置することができる。
4A and 4B are side views showing a state where the power transmission tower scaffolding is installed in parallel with the insulator series, where FIG. 4A shows a state where there is no catenary on the electric wire, and FIG. 4B shows a state where there is a catenary on the electric wire.
In addition, when there is no catenary (inclination) in the electric wire, as shown in FIG. 4A, the rear end of the scaffold body 2 is fixed on the upper part of the angle of the arm A and fixed with the rope 4 for latching. To do. In a state where the electric cable has catenary, the rear end portion of the scaffold body 2 is fixed to the lower portion of the angle of the armrest A with the hooking rope 4 as shown in FIG. Thus, in this invention, since the ropes 3 and 4 are used for the fixing means of the scaffold main body 2, it can be installed so that the inclination of the scaffold main body 2 is in an optimum state.

なお、本発明は上述した発明の実施の形態に限定されず、足場本体2を小型に構成すると共に、鉄塔T、碍子連Iへの設置に吊下げ用ロープ3、掛止め用ロープ4を用いることで、碍子連Iを点検作業し、送電線(ジャンパー線J)を保守点検する際に、送電鉄塔用足場1を鉄塔Tの塔体B、腕金A、碍子連Iへ容易に設置することができ、かつ足場本体2の設置方向の自由度が高い構造であれば、図示したような構成に限定されず、本発明の要旨を逸脱しない範囲で種々変更できることは勿論である。   In addition, this invention is not limited to embodiment of the invention mentioned above, While using the scaffold main body 2 compactly, the hanging rope 3 and the hanging rope 4 are used for the installation to the steel tower T and the insulator series I. Thus, when the insulator series I is inspected and the power transmission line (jumper line J) is inspected and maintained, the power transmission tower scaffold 1 is easily installed on the tower B, the armature A, and the insulator series I of the steel tower T. Of course, the structure is not limited to that shown in the drawings as long as it is a structure with a high degree of freedom in the installation direction of the scaffold body 2 and can be variously modified without departing from the gist of the present invention.

本発明の送電鉄塔用足場は、送電用鉄塔に利用するだけでなく、頻繁に足場を用いる必要がある鉄塔であれば様々な鉄塔においても利用することができる。   The scaffold for a power transmission tower of the present invention can be used not only for a power transmission tower but also for various towers as long as it is necessary to frequently use a scaffold.

本発明の送電鉄塔用足場を示し、(a)は平面図、(b)は側面図、(c)は正面図、(d)はd-d線断面図、(e)は部分平断面図である。The scaffold for power transmission towers of this invention is shown, (a) is a top view, (b) is a side view, (c) is a front view, (d) is a sectional view taken along the line dd, (e) is a partial plan sectional view. It is. 送電鉄塔用足場を鉄塔の腕金に設置した状態を示し、(a)は平面図、(b)は側面図である。The state which installed the scaffold for power transmission towers in the armrest of a steel tower is shown, (a) is a top view, (b) is a side view. 送電鉄塔用足場を碍子連と並行に設置した状態を示す平面図である。It is a top view which shows the state which installed the scaffold for power transmission towers in parallel with the insulator series. 送電鉄塔用足場を碍子連と並行に設置した状態を示す側面図であり、(a)は電線にカテナリーが無い状態、(b)は電線にカテナリーが有る状態である。It is a side view which shows the state which installed the scaffold for power transmission towers in parallel with the insulator series, (a) is a state without a catenary in an electric wire, (b) is a state with a catenary in an electric wire. 従来の梯子型作業足場を示す斜視図である。It is a perspective view which shows the conventional ladder type work scaffold.

符号の説明Explanation of symbols

1 送電鉄塔用足場
2 足場本体
3 吊下げ用ロープ
4 掛止め用ロープ
5 振止め用ロープ
7 ロープ用貫通穴
8 フック
10 リング
T 鉄塔
B 鉄塔の塔体
A 腕金
I 碍子連
DESCRIPTION OF SYMBOLS 1 Scaffolding for power transmission tower 2 Scaffolding body 3 Hanging rope 4 Hanging rope 5 Locking rope 7 Rope through-hole 8 Hook 10 Ring T Steel tower B Tower tower A Armature I Isogo

Claims (5)

鉄塔(T)における送電線、碍子連(I)を保守点検する際に、該鉄塔(T)の塔体(B)、腕金(A)、碍子連(I)にロープを用いて着脱自在に設置する送電鉄塔用足場であって、
略長方形状の板材から成る足場本体(2)と、
前記足場本体(2)の長手方向の一端側に取り付けた、前記碍子連(I)、腕金(A)又は塔体(B)に巻き付ける吊下げ用ロープ(3)と、
該足場本体(2)の長手方向の他端側と、前記塔体(B)、腕金(A)又は碍子連(I)とに掛け止める掛止め用ロープ(4)と、
前記足場本体(2)の揺れを防止するために、該足場本体(2)と、前記碍子連(I)、腕金(A)又は塔体(B)に掛け渡す振止め用ロープ(5)と、を備えた、ことを特徴とする送電鉄塔用足場。
When maintaining and inspecting the power transmission line and insulator series (I) in the tower (T), the tower (B), armature (A), and insulator series (I) of the tower (T) can be attached and detached using a rope. Scaffolding for power transmission towers installed in
A scaffold body (2) made of a substantially rectangular plate,
A suspension rope (3) that is attached to one end side in the longitudinal direction of the scaffold body (2) and is wound around the insulator series (I), the brace (A) or the tower body (B),
A latching rope (4) for hanging on the other end side in the longitudinal direction of the scaffold main body (2) and the tower body (B), the brace (A) or the lever chain (I);
In order to prevent the scaffold body (2) from shaking, the rope (5) for swinging that spans between the scaffold body (2) and the lion chain (I), the brace (A) or the tower body (B) A scaffold for a power transmission tower, comprising:
前記足場本体(2)は、その短手方向に貫通するロープ用貫通穴(7)を複数開け、該ロープ用貫通穴(7)に前記掛止め用ロープ(4)を挿通し得るように構成したものである、ことを特徴とする請求項1の送電鉄塔用足場。   The scaffold main body (2) is configured such that a plurality of rope through-holes (7) penetrating in the short-side direction are formed, and the hooking rope (4) can be inserted into the rope through-hole (7). The scaffold for a power transmission tower according to claim 1, wherein 前記足場本体(2)は、その長手方向の一端側の両角部に、前記振止め用ロープ(5)を着脱自在に掛け止めるリング(10)をそれぞれ設けたものである、ことを特徴とする請求項1又は2の送電鉄塔用足場。   The scaffold main body (2) is provided with rings (10) for detachably hooking the anti-rest rope (5) at both corners on one end side in the longitudinal direction. The scaffold for a power transmission tower according to claim 1 or 2. 前記吊下げ用ロープ(3)は、その基端部を前記足場本体(2)の長手方向の一端側の角部に取り付け、その先端部にフック(8)を備えたものである、ことを特徴とする請求項1の送電鉄塔用足場。   The suspension rope (3) has a base end attached to a corner on one end side in the longitudinal direction of the scaffold body (2), and a hook (8) at the tip. The scaffold for a power transmission tower according to claim 1. 前記足場本体(2)に、長さが異なる吊下げ用ロープ(3)をそれぞれ取り付けた、ことを特徴とする請求項1又は4の送電鉄塔用足場。   The scaffold for a power transmission tower according to claim 1 or 4, wherein a suspension rope (3) having a different length is attached to the scaffold body (2).
JP2008232103A 2008-09-10 2008-09-10 Scaffolding for transmission tower Expired - Fee Related JP5339826B2 (en)

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JP2014143871A (en) * 2013-01-25 2014-08-07 Chugoku Electric Power Co Inc:The Fixture for overhead wire lean-over instrument and method of fixing overhead wire lean-over instrument by using the same
CN105281247A (en) * 2014-06-23 2016-01-27 国家电网公司 Drainage wire lifting and pulling bottle pulling ladder
JP2021017733A (en) * 2019-07-19 2021-02-15 株式会社Tlc Work scaffold of steel tower
CN114221260A (en) * 2021-12-21 2022-03-22 国网河南省电力公司洛阳供电公司 Insulator maintenance frame of electric power pylon

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JP2008182795A (en) * 2007-01-23 2008-08-07 Chugoku Electric Power Co Inc:The Auxiliary arm for overhead wire ladder and overhead wire ladder

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JPS488710Y1 (en) * 1967-11-04 1973-03-07
JPS552934U (en) * 1978-06-19 1980-01-10
JPH07317305A (en) * 1994-05-20 1995-12-05 Fujikura Ltd Scaffold for wire stretching and installation method thereof
JP2008182795A (en) * 2007-01-23 2008-08-07 Chugoku Electric Power Co Inc:The Auxiliary arm for overhead wire ladder and overhead wire ladder

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014143871A (en) * 2013-01-25 2014-08-07 Chugoku Electric Power Co Inc:The Fixture for overhead wire lean-over instrument and method of fixing overhead wire lean-over instrument by using the same
CN105281247A (en) * 2014-06-23 2016-01-27 国家电网公司 Drainage wire lifting and pulling bottle pulling ladder
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JP2021017733A (en) * 2019-07-19 2021-02-15 株式会社Tlc Work scaffold of steel tower
CN114221260A (en) * 2021-12-21 2022-03-22 国网河南省电力公司洛阳供电公司 Insulator maintenance frame of electric power pylon
CN114221260B (en) * 2021-12-21 2023-07-21 国网河南省电力公司洛阳供电公司 Insulator overhauling frame of electric power tower

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