JP2005248585A - Temporary arm and assembling method of crossarm in power transmission line steel tower using the temporary arm - Google Patents

Temporary arm and assembling method of crossarm in power transmission line steel tower using the temporary arm Download PDF

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JP2005248585A
JP2005248585A JP2004061364A JP2004061364A JP2005248585A JP 2005248585 A JP2005248585 A JP 2005248585A JP 2004061364 A JP2004061364 A JP 2004061364A JP 2004061364 A JP2004061364 A JP 2004061364A JP 2005248585 A JP2005248585 A JP 2005248585A
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arm
suspension wire
temporary
tower
pulley
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JP4064935B2 (en
JP2005248585A6 (en
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Toshiyuki Nomura
俊行 野村
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KITAKOUDENSHA CORP
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KITAKOUDENSHA CORP
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a temporary arm and an assembling method of a crossarm in a power transmission line steel tower using this temporary arm, for facilitating assembling work of the crossarm for supporting a power transmission line of the power transmission line steel tower. <P>SOLUTION: A base member 2 is connected to a top part of a steel tower body A; a field assembling member 3 is connected on the base member 2; and the temporary arm 1 is assembled in the top part of the steel tower body A by projecting an arm member 4 in the horizontal direction in both side upper parts of the field assembling member 3. Next, the tip is fixed to a fixing plate 8a of the temporary arm 1, and a suspension wire 6 movably attached with a moving pulley 9 removably connected with the crossarm 5a, is respectively extended to a fixed pulley 7 arranged on the fixing plate 8a and a relay pulley 10 arranged in a connecting part of the arm member 4 and the field assembling member 3. The crossarm 5a is suspended by towing the other end of the suspension wire 6 on the ground, and is fixed to a predetermined part of a steel tower body A side part. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、送電線を支持するための腕金を、鉄塔の両側に張り出すように組み立てるための仮設アーム及びこの仮設アームを用いた送電線鉄塔における腕金の組立工法に関するものである。   The present invention relates to a temporary arm for assembling a brace for supporting a power transmission line so as to project on both sides of a steel tower, and a method for assembling a brace in a power transmission line tower using the temporary arm.

従来の上記腕金の組立工法には、鉄塔の頂部にデリック装置を用いて腕金を吊り上げるクライミングデリック工法がある。前記デリック装置は、前脚と後脚とワイヤにより支持され、鉄塔頂部の外枠から斜め外側に突設したブーム(支持バー)の先端に滑車を設けたものであり、前記滑車に、一端が地上のウィンチに連繋された吊り上げワイヤを掛け、該ワイヤの他端に腕金を吊り下げて、昇降させるというものである。
特開平10−102823号公報
As a conventional assembling method of the above-mentioned arm metal, there is a climbing derrick method of lifting an arm metal using a derrick device on the top of a steel tower. The derrick device is supported by a front leg, a rear leg, and a wire, and is provided with a pulley at the tip of a boom (support bar) that protrudes obliquely outward from the outer frame of the top of the steel tower. A lifting wire connected to the winch is hung, and a brace is suspended from the other end of the wire so as to be raised and lowered.
JP-A-10-102823

前記クライミングデリック工法は、前記ブームがいわゆる支線(一本の棒状のもの)により吊り上げ加重を支持するので力学的に弱く、吊り上げ加重に制限があるという問題がある。特に近年、低コストで工事を行うために、送電線を支持するための上線アームと地線アームを一体化した大重量の腕金(図1参照)を鉄塔に組み立てる手段が採用されることが増えたが、このような大重量の腕金を扱う工事では、前記加重制限があるクライミングデリック工法を用いることはできないという問題があった。本発明は、前記問題を解消することを課題とし、該課題を解決した仮設アーム及びこの仮設アームを用いた送電線鉄塔における腕金の組立工法を提供することを目的とする。   The climbing derrick method has a problem that the boom is weak mechanically because the boom supports the lifting load by a so-called branch line (one bar-like one), and the lifting load is limited. In particular, in recent years, in order to carry out construction at low cost, a means for assembling a heavy metal arm (see FIG. 1) that integrates an upper arm and a ground arm for supporting a transmission line into a steel tower is adopted. Although it increased, there existed a problem that the climbing derrick construction method with the said weight restrictions cannot be used in the construction which handles such a heavy-weight arm. This invention makes it a subject to eliminate the said problem, and it aims at providing the assembly method of the arm in the transmission line tower using the temporary arm which solved this subject, and this temporary arm.

上記目的を達成するために、請求項1に記載の仮設アームは、鉄塔頂部上に連結する台部材と、多角柱形状の枠体で、前記台部材上に連結する地組部材と、それぞれ多角錘形状の枠体で、前記地組部材の上部両側に、各先端が水平方向でかつ互いに反対方向に伸びるように連結する一対のアーム部材と、このアーム部材底部に設け、腕金を吊り下げるための吊りワイヤ先端を取り付け可能となすとともに、前記吊りワイヤを掛ける固定滑車を取り付け可能となした固定プレートとからなるものである。   In order to achieve the above-mentioned object, the temporary arm according to claim 1 is a base member connected to the top of the steel tower, a frame member having a polygonal column shape, and a ground member connected to the base member. A pair of arm members that are connected to the upper and lower sides of the ground member so that their tips extend in the horizontal direction and in opposite directions, and are provided at the bottom of the arm member to suspend the arm metal. And a fixed plate on which a fixed pulley on which the hanging wire is hung can be attached.

また、請求項2記載の仮設アームは、請求項1記載の仮設アームを、アングル鋼材で構成したものである。   Moreover, the temporary arm of Claim 2 comprises the temporary arm of Claim 1 by angle steel materials.

さらに、請求項3に記載の仮設アームを用いた送電線鉄塔における腕金の組立工法は、請求項1又は請求項2記載の仮設アームを用いた送電線鉄塔における腕金の組立工法であって、吊りワイヤを移動可能に掛けうる滑車を先端に備えた台棒を、鉄塔本体頂部近傍に、前記滑車が鉄塔頂部より上方に位置するように固定し、前記吊りワイヤ先端に連結した台部材を、吊りワイヤ他端を牽引することによって吊り上げ、前記鉄塔頂部上に連結し、さらに、前記台部材の場合と同様にして、地組部材を吊り上げ、前記台部材上に連結し、またさらに、前記台部材及び前記地組部材の場合と同様にして、各アーム部材を順次吊り上げ、前記地組部材の両側上部に水平方向に突設することによって、鉄塔本体頂部に仮設アームを組み立てた後に、前記仮設アームの固定プレートに、吊りワイヤ一端を固定するとともに、腕金を取り外し可能に連結した移動滑車を移動可能に取り付けた前記吊りワイヤを、固定プレートに設けた固定滑車と、アーム部材と地組部材との連結部位に設けた中継滑車とにそれぞれ掛け渡したうえ、前記吊りワイヤの他端を地上において牽引することによって前記腕金を吊り上げ、鉄塔本体側部の所定部位に固定するものである。   Furthermore, the assembling method of the arm bracket in the transmission line tower using the temporary arm according to claim 3 is an assembling method of the arm bracket in the transmission line tower using the temporary arm according to claim 1 or claim 2. A base member provided at the tip of a pulley with a pulley on which a suspension wire can be movably mounted is fixed near the top of the tower main body so that the pulley is located above the top of the tower, and a base member connected to the tip of the suspension wire is provided. , Lifting by pulling the other end of the suspension wire, connected to the top of the tower, and in the same manner as in the case of the base member, the ground member is lifted, connected to the base member, and further, In the same manner as in the case of the base member and the ground member, each arm member is lifted sequentially, and the temporary arm is assembled to the top of the steel tower main body by projecting in the horizontal direction on both sides of the ground member. One end of the suspension wire is fixed to the fixed plate of the installation arm, and the suspension wire, to which the movable pulley to which the arm metal is detachably connected, is movably attached, the fixed pulley provided on the fixed plate, the arm member, and the ground assembly The armature is lifted by pulling the other end of the suspension wire on the ground, and is fixed to a predetermined portion on the side of the tower main body, over the relay pulley provided at the connection portion with the member. .

請求項1に記載の本発明の仮設アームは、従来のような一本の棒状の支線とは異なり立体的に構成されているので、大重量の腕金の吊り上げに使用することができるとともに、台部材と地組部材と二つのアーム部材という4ブロックに分けて鉄塔本体頂部に順次吊り上げ、組み立てるので、鉄塔本体頂部への組立作業及び解体作業が容易であるという効果を奏する。   The temporary arm of the present invention according to claim 1 is three-dimensionally configured unlike a single bar-shaped branch line as in the prior art, so that it can be used for lifting a heavy metal arm, Since it is divided into four blocks of a base member, a ground member, and two arm members and then sequentially lifted and assembled on the top of the tower main body, the assembly work and the dismantling work on the tower main body top are easy.

請求項2に記載の本発明の仮設アームは、請求項1に記載の発明の効果に加えて、アングル鋼材で構成したので、解体状態ではスリムにまとめられ、運搬や保管が容易であるという効果を奏する。   Since the temporary arm of the present invention described in claim 2 is made of an angle steel material in addition to the effect of the invention described in claim 1, it is slim in the disassembled state, and is easy to transport and store. Play.

請求項3に記載の本願発明の仮設アームを用いた送電線鉄塔における腕金の組立工法は、請求項1又は請求項2に記載の発明の仮設アームを用いるので、大重量の腕金の組立を容易かつ安定した状態で行うことが可能であるという効果を奏する。   Since the assembling method of the arm bracket in the power transmission line tower using the temporary arm of the present invention according to claim 3 uses the temporary arm of the invention according to claim 1 or 2, assembly of a heavy metal arm It is possible to perform in an easy and stable state.

以下に、本発明の好適な実施形態を添付図面の図1〜図19に基づいて詳細に説明する。ここにおいて、図1は腕金を吊り上げている状態を示す仮設アームの正面図、図2は地組部材の正面図、図3は台部材の部分拡大正面図、図4は図3のC−C線断面図、図5は地組部材の部分拡大正面図、図6は図5のD−D線断面図、図7は台部材と地組部材の連結状態を示す正面図、図8はアーム部材の正面図、図9はアーム部材の底面図、図10は図9のA−A線断面図、図11は図9のB−B線断面図、図12は図9のC−C仮線断面図、図13〜図15は仮設アームの組立手順を示す送電線鉄塔の正面図、図16〜図19は仮設アームを用いた腕金の組立手順を示す送電線鉄塔の正面図である。   DESCRIPTION OF EMBODIMENTS Hereinafter, preferred embodiments of the present invention will be described in detail with reference to FIGS. Here, FIG. 1 is a front view of a temporary arm showing a state in which a brace is being lifted, FIG. 2 is a front view of a ground member, FIG. 3 is a partially enlarged front view of a base member, and FIG. FIG. 5 is a partially enlarged front view of the ground member, FIG. 6 is a sectional view taken along the line DD of FIG. 5, FIG. 7 is a front view showing a connection state of the base member and the ground member, and FIG. FIG. 9 is a bottom view of the arm member, FIG. 10 is a sectional view taken along line AA in FIG. 9, FIG. 11 is a sectional view taken along line BB in FIG. 9, and FIG. FIG. 13 to FIG. 15 are front views of a transmission line tower showing a procedure for assembling a temporary arm, and FIGS. 16 to 19 are front views of a transmission line tower showing a procedure for assembling a brace using a temporary arm. is there.

図1〜図12に示すように、仮設アーム1は、鉄塔A頂部上に連結する台部材2と、縦長の多角形状である直方体形状の枠体で、前記台部材2上に載置して連結する地組部材3と、それぞれ多角錘形状である四角錘形状の枠体で、前記地組部材3の上部両側に、各先端が水平方向でかつ互いに反対方向に伸びるように連結する一対のアーム部材4と、このアーム部材4底部に設け、腕金5aを吊り下げるための吊りワイヤ6先端を取り付け可能となすとともに、前記吊りワイヤ6を掛ける固定滑車たる第1セミ金車7を取り付け可能となした固定プレート8a,8b,8cとから構成する。   As shown in FIGS. 1 to 12, the temporary arm 1 is a base member 2 connected to the top of the steel tower A and a rectangular parallelepiped frame having a vertically long polygonal shape, and is placed on the base member 2. A pair of ground members 3 to be connected to each other and a quadrangular pyramid-shaped frame body each having a polygonal pyramid shape. The pair of ground members 3 are connected to both upper sides of the ground member 3 so that their tips extend in the horizontal direction and in opposite directions. The arm member 4 is provided at the bottom of the arm member 4, and the tip of the suspension wire 6 for hanging the arm metal 5 a can be attached, and the first semi-metal wheel 7 which is a fixed pulley for hanging the suspension wire 6 can be attached. The fixed plates 8a, 8b, and 8c.

また、前記吊りワイヤ6は、後述する吊り下げ作業時にその先端を固定プレート8aに取り付け、腕金5a、5bを吊り下げるようになした移動滑車たる第2セミ金車9の下側に掛け渡した後に、前記第1セミ金車9の上側に掛け渡し、さらに、前記各アーム部材4との連結部位近傍の地組部材3に設けた中継滑車たる飛び金車10に掛け渡すものである。   The suspension wire 6 is attached to the lower side of the second semi-metal wheel 9 which is a movable pulley which is attached to the fixed plate 8a at the time of a suspension operation which will be described later and which is adapted to suspend the arm brackets 5a and 5b. After that, it is hung on the upper side of the first semi-metal wheel 9, and is further hung on the flywheel 10 which is a relay pulley provided on the ground member 3 in the vicinity of the connecting portion with each arm member 4.

図1〜図4及び図7に示すように、台部材2は、鉄塔A頂部四隅の縦枠11に固定する4本の支持材12で構成する。それぞれの支持材12は、所定長のアングル鋼材12aの上端に、連結補助板13を溶着するとともに、前記アングル鋼材12aの2面にビス用孔14(1面のみ図示)を設け、このビス用孔14を、前記鉄塔Aの頂部の縦枠11に設けたビス用孔15に合わせ、ビスを挿入して緊締し固定するように構成する。前記連結補助板13は、2枚の補強片16を、各縁部が近接し、かつ互いが所定の角度をなすように突き合わせて連結補助板13面に対して直角方向に突設するとともに、4個のビス用孔17を設けたもので、前記溶接においては、支持材12端面と連結補助板13面と、前記補強片16の前記付き合せ部と支持材11の前記アングル鋼材12a外縁部とを当接してそれぞれ溶接する。なお、図中符号18は、前記各縁部と前記アングル12a外縁部との溶接部を示す。   As shown in FIGS. 1 to 4 and 7, the base member 2 is composed of four support members 12 fixed to the vertical frames 11 at the four corners of the top of the steel tower A. Each support member 12 has a connection auxiliary plate 13 welded to the upper end of an angle steel material 12a having a predetermined length, and screw holes 14 (only one surface is shown) on two surfaces of the angle steel material 12a. The holes 14 are configured so as to be aligned with the screw holes 15 provided in the vertical frame 11 at the top of the steel tower A, and screws are inserted and tightened and fixed. The auxiliary connecting plate 13 projects two reinforcing pieces 16 in a direction perpendicular to the surface of the auxiliary connecting plate 13 by abutting each edge so that the edges are close to each other and forming a predetermined angle with each other. Four screw holes 17 are provided. In the welding, the end face of the support member 12, the surface of the auxiliary connecting plate 13, the abutting portion of the reinforcing piece 16, and the outer edge portion of the angle steel member 12a of the support member 11 are provided. Are welded in contact with each other. In addition, the code | symbol 18 in a figure shows the welding part of each said edge part and the said angle 12a outer edge part.

図2及び図5〜図7に示すように、地組部材3は、その直方体形状の各辺に対応する、地組部材3の縦方向に伸びる4本の外枠19と、これら外枠19を力学的に補強する補強材20によって形成する。また、前記外枠19下端には、前記台部材2の連結補助板13とほぼ同様の連結補助板21を溶着してある。この連結補助板21は、2枚の補強片22を、各縁部が近接し、かつ互いが所定の角度をなすように突き合わせて連結補助板21面に対して直角方向に突設するとともに、4個のビス用長孔23を設けたもので、前記溶接においては、縦枠19端面と連結補助板21面と、前記補強片22の前記付き合せ部と外枠19外縁部とをそれぞれ当接して溶接してある。また、この地組部材3には、アーム部材4と連結する部位近傍に、中継滑車たる第2セミ金車10を先端に有する連結バー10aを固定するための固定孔10bを設ける。なお、図中符号24は、前記各縁部と前記アングル外縁部との溶接部を示す。   As shown in FIGS. 2 and 5 to 7, the ground member 3 includes four outer frames 19 corresponding to the sides of the rectangular parallelepiped shape and extending in the longitudinal direction of the ground member 3, and these outer frames 19. It is formed by a reinforcing material 20 that mechanically reinforces. Further, a connection auxiliary plate 21 substantially the same as the connection auxiliary plate 13 of the base member 2 is welded to the lower end of the outer frame 19. The auxiliary connecting plate 21 has two reinforcing pieces 22 projecting in a direction perpendicular to the surface of the auxiliary connecting plate 21 by abutting each other so that each edge is close to each other and at a predetermined angle. In this welding, the end face of the vertical frame 19, the surface of the auxiliary connecting plate 21, the abutting portion of the reinforcing piece 22, and the outer edge portion of the outer frame 19 are respectively contacted. It is in contact and welded. Further, the ground member 3 is provided with a fixing hole 10b for fixing a connecting bar 10a having a second semi-metal wheel 10 serving as a relay pulley at the tip in the vicinity of a portion connected to the arm member 4. In addition, the code | symbol 24 in a figure shows the welding part of each said edge part and the said angle outer edge part.

図2及び図7に示すように、前記地組部材3を前記台部材2に連結するには、台部材2側の連結補助板13外面(図7では上側面)に、地組部材3側の連結補助板21外面(図7では下側面)を重ね合わせるようにして、地組部材3を台部材2上に載置し、連結補助板13のビス用孔17と連結補助板21のビス用長孔23を対応位置させ、ビス25を挿入し、緊締する。   As shown in FIGS. 2 and 7, in order to connect the ground member 3 to the base member 2, the ground member 3 side is connected to the outer surface (upper side surface in FIG. 7) of the auxiliary connecting plate 13 on the base member 2 side. The grounding member 3 is placed on the base member 2 so that the outer surface of the connection auxiliary plate 21 (the lower surface in FIG. 7) overlaps, and the screw hole 17 of the connection auxiliary plate 13 and the screw of the connection auxiliary plate 21 are placed. The long slot 23 is set in a corresponding position, and a screw 25 is inserted and tightened.

図8〜図12に示すように、それぞれのアーム部材4は、所定の長さをもつ一対のアングル鋼材の各先端を連結し、この連結部分から前記両アングル鋼材どうしが徐々に所定角度で広がるように形成した上側外枠26a及び下側外枠26bと、これら外枠27a及び下側外枠26bをほぼ四角錘状になるよう連結する、アングル鋼材で形成した前記補強材27a.27b,27c,27dとによって構成する。前記上側外枠26aと前記下側外枠26bは、それぞれ前記一対のアングル鋼材から斜めに伸び、中央位置で連結板29に連結した補強材28a、28bと、この補強材28a,28bより前記先端側において前記と同様に、それぞれ前記一対のアングル鋼材から斜めに伸び、中央位置で連結板30に連結した補強材28c,28dと、前記一対のアングル鋼材間を連結する補強材31a,31bとから構成する(図9参照)。   As shown in FIGS. 8-12, each arm member 4 connects each front-end | tip of a pair of angle steel materials with predetermined length, and the said angle steel materials gradually spread by a predetermined angle from this connection part. The upper outer frame 26a and the lower outer frame 26b formed as described above, and the reinforcing material 27a, which is formed of an angle steel material, connecting the outer frame 27a and the lower outer frame 26b so as to have a substantially quadrangular pyramid shape. 27b, 27c, 27d. The upper outer frame 26a and the lower outer frame 26b extend obliquely from the pair of angle steel members, respectively, and are connected to the connecting plate 29 at a central position, and the front ends of the reinforcing members 28a and 28b. In the same manner as described above, reinforcing members 28c and 28d that extend obliquely from the pair of angle steel members and are connected to the connecting plate 30 at a central position, and reinforcing members 31a and 31b that connect the pair of angle steel members, respectively. Configure (see FIG. 9).

図8、図9及び図11に示すように、前記上側外枠26aと前記下側外枠26bとの各先端部は、前記上側外枠26aと前記下側外枠26bとをそれぞれ構成する二本ずつのアングル鋼材先端を前記固定プレート8aにビスで固定することによって連結する。また、前記下側外枠26bには、前記連結板29,30に両端を連結するとともに、前記補強材31a,31bに連結し、前記固定プレート7bを挟持して下方に突設するためのプレート固定枠32と、前記連結板30と前記補強材31bに両端を連結し、前記固定プレート7cを挟持して下方に突設するためのプレート固定枠32とを設ける。   As shown in FIG. 8, FIG. 9 and FIG. 11, the respective leading end portions of the upper outer frame 26a and the lower outer frame 26b constitute the upper outer frame 26a and the lower outer frame 26b, respectively. The tip of each angle steel material is connected to the fixing plate 8a by fixing it with screws. The lower outer frame 26b is connected to the connecting plates 29 and 30 at both ends, connected to the reinforcing members 31a and 31b, and sandwiched with the fixing plate 7b so as to project downward. A fixed frame 32, and a plate fixing frame 32 for connecting both ends to the connecting plate 30 and the reinforcing member 31b and projecting downward with the fixing plate 7c interposed therebetween are provided.

図1及び図8に示すように、前記各固定プレート8a,8b,8cには、それぞれ吊りワイヤ先端を固定するための固定孔34aと、固定滑車たる第1セミ金車7を取り付けるための固定孔34bが設けてある。前記固定孔34aには、吊りワイヤ6先端に設けた連結金具35を連結し、前記固定孔34bには、固定滑車たる第1セミ金車7の回転軸を有する連結バー7a先端を連結する。このように、アーム部材4底部の三箇所に固定プレート8a,8b,8cを設けるには、腕金5a,5bの大きさや種類に合わせて腕金具5a,5bを吊り下げる位置を水平方向に変更するためである。   As shown in FIGS. 1 and 8, each of the fixing plates 8a, 8b, 8c has a fixing hole 34a for fixing the tip of the suspension wire and a fixing for attaching the first semi-metal wheel 7 as a fixed pulley. A hole 34b is provided. A connecting fitting 35 provided at the tip of the suspension wire 6 is connected to the fixed hole 34a, and a tip of a connecting bar 7a having a rotating shaft of the first semi-metal wheel 7 serving as a fixed pulley is connected to the fixed hole 34b. Thus, in order to provide the fixing plates 8a, 8b and 8c at the three positions on the bottom of the arm member 4, the position where the arm brackets 5a and 5b are suspended is changed in the horizontal direction according to the size and type of the arm metal 5a and 5b. It is to do.

図2、図8及び図9に示すように、以上のように構成した各アーム部材4は、それぞれの上側外枠26a及び下側外枠26bの各基部と、前記補強材28a,28bの前記連結板29に連結した基端とを地組部材3の上部両側に連結して組み立てるものである。   As shown in FIGS. 2, 8, and 9, each arm member 4 configured as described above includes the base portions of the upper outer frame 26a and the lower outer frame 26b, and the reinforcing members 28a and 28b. The base end connected to the connection plate 29 is connected to the upper both sides of the ground member 3 and assembled.

図1及び図16〜図19に示すように、腕金5aは、鉄塔本体Aの上部両側に水平方向に突出するように組み立てるもので、下線アームと、この下線アームより長尺の上線アームとを組み合わせて構成したものである。また、図17〜図19に示すように、腕金5bは、前記腕金5aの下線アームとほぼ同様の構造をもち、鉄塔本体Aの、前記一対の腕金5aの下側の両側に水平方向に突出するように組み立てるものである。前記腕金5aは、上線アームと下線アームの両方に送電線を支持し得るので、前記腕金5bより多数本の送電線を支持し得るものである。そして、腕金具5aは、このように下線アームと上線アームを組み合わせてあるので、前記腕金5bのほぼ2倍の重量となる。   As shown in FIG. 1 and FIGS. 16 to 19, the arm 5 a is assembled so as to protrude horizontally on both sides of the upper part of the tower main body A, and has an underline arm, an upper line arm longer than the underline arm, Are combined. Further, as shown in FIGS. 17 to 19, the arm metal 5b has substantially the same structure as the underlined arm of the arm metal 5a, and is horizontally disposed on both sides of the tower body A on the lower side of the pair of arm metal 5a. It is assembled so as to protrude in the direction. Since the arm metal 5a can support the power transmission line on both the upper arm and the lower arm, the arm metal 5a can support a larger number of power transmission lines than the arm metal 5b. And since the arm metal fitting 5a combines the underline arm and the overline arm in this way, the weight of the arm bracket 5a is almost twice that of the arm metal 5b.

次に、上記腕金5a,5bの鉄塔本体Aへの組立作業工程を説明する。   Next, an assembling process of the arm brackets 5a and 5b to the tower main body A will be described.

(作業工程1)図13に示すように、吊りワイヤ6を移動可能に掛け渡し得る滑車たる金車36aを先端に備えた台棒36を、鉄塔本体A頂部近傍に、前記金車36aが鉄塔本体A頂部より上方に位置するように固定し、前記金車36aに掛け渡した吊りワイヤ6先端に台部材2(4本の支持材12で構成)を連結し、中継滑車37を経て伸びる吊りワイヤ6を組立用ウィンチ38で巻き取って牽引することにより、前記台部材2を吊り上げ、鉄塔本体A頂部に連結する。前記吊り上げ作業にあっては、台部材2を鉄塔本体Aに衝突させないために鉄塔本体Aから引き離すよう、介錯ロープ39で横方向に適宜引っ張りながら行う。なお、以後の各吊り上げ作業においては、全てこの介錯ロープ39を用いて被吊り上げ部材を横方向に引っ張るという前記動作を行う。   (Working Step 1) As shown in FIG. 13, a pedestal 36 having a tip of a gold wheel 36a, which is a pulley that can hang a suspension wire 6 movably, is provided near the top of the steel tower body A, and the gold wheel 36a is a steel tower. A base member 2 (consisting of four support members 12) is connected to the tip of a suspension wire 6 that is fixed above the top of the main body A, and spans the gold wheel 36 a, and the suspension extends through a relay pulley 37. The wire member 6 is wound and pulled by the assembly winch 38 to lift the platform member 2 and connect it to the top of the tower main body A. The lifting work is performed while appropriately pulling in the lateral direction with the interposition rope 39 so as to separate the base member 2 from the tower body A so as not to collide with the tower body A. In each subsequent lifting operation, the above-described operation of pulling the lifted member in the lateral direction using this intervening rope 39 is performed.

(作業工程2)図2、図7及び図13に示すように、前記台部材2の場合と同様にして、地組部材3を吊り上げ、前記台部材2上に連結する。   (Working Step 2) As shown in FIGS. 2, 7, and 13, the ground member 3 is lifted and connected to the base member 2 in the same manner as the base member 2.

(作業工程3)図2、図14及び図15に示すように、前記地組部材3の場合と同様にして、各アーム部材4を、順次吊り上げ、前記地組部材3両側上部にそれぞれ水平方向でかつ互いに反対方向に突出するように連結する。このようにして鉄塔本体A頂部に組み立てた仮設アーム1は、地組部材3とアーム部材4とが立体的に構成されているので頑強であって、大きな加重を支持し得るものである。   (Working Step 3) As shown in FIGS. 2, 14, and 15, each arm member 4 is lifted sequentially in the same manner as in the case of the grounding member 3, and horizontally on each side upper part of the grounding member 3. And are connected so as to protrude in opposite directions. Thus, the temporary arm 1 assembled on the top of the steel tower body A is robust because the ground member 3 and the arm member 4 are three-dimensionally configured, and can support a large load.

(作業工程4)図1及び図16に示すように、仮設アーム1の一方のアーム部材4先端に位置した固定プレート8aの固定孔34aに、吊りワイヤ6先端の連結金具35を固定するとともに、腕金5aを分離可能に連結した移動滑車たる第2セミ金車9に掛け渡した吊りワイヤ6を、前記固定プレート8aの固定孔34bに取り付けた第1セミ金車7と、前記アーム部材4と地組部材3との連結部位近傍に設けた中継滑車たる飛び金車10にそれぞれ掛け渡し、地上において所定の牽引装置である前記組立用ウィンチ38で牽引することによって、腕金5aを吊り上げ、この腕金5aを鉄塔本体Aの上部に固定する。なお、図中符号40は鉄塔本体A下部に配置した中継滑車である。 (Working Step 4) As shown in FIGS. 1 and 16, the connecting fitting 35 at the tip of the suspension wire 6 is fixed to the fixing hole 34a of the fixing plate 8a located at the tip of one arm member 4 of the temporary arm 1. A first semi-metal wheel 7 in which a suspension wire 6 hung over a second semi-metal wheel 9 which is a movable pulley connected to a metal arm 5a in a separable manner is attached to the fixing hole 34b of the fixing plate 8a, and the arm member 4 The armature 5a is lifted by being hung around the flywheel 10 as a relay pulley provided in the vicinity of the connecting portion between the grounding member 3 and the grounding member 3, and pulled by the assembly winch 38 which is a predetermined pulling device on the ground. The arm 5a is fixed to the upper part of the steel tower body A. In addition, the code | symbol 40 is a relay pulley arrange | positioned in the steel tower main body A lower part.

(作業工程5)組立用ウィンチ38を停止し、腕金5aから前記第2セミ金車9を外し、これを地上に降ろす。 (Working process 5) The assembly winch 38 is stopped, the second semi-metal wheel 9 is removed from the arm metal 5a, and this is lowered to the ground.

(作業工程6)図17に示すように、前記移動滑車たる第2セミ金車9に腕金5bを連結し、前述の作業工程3と同様にして、前記腕金5a下側位置の鉄塔本体A側部に2基の腕金5bを順次吊り上げ組み立てる。   (Working Step 6) As shown in FIG. 17, the armature 5b is connected to the second semi-metal wheel 9 as the movable pulley, and the tower main body at the lower position of the arming metal 5a is connected in the same manner as the above-mentioned working step 3. Two arm brackets 5b are sequentially lifted and assembled on the side A.

(作業工程7)図18及び図19に示すように、仮設アーム1の前記とは反対側のアーム部材4の固定プレート8aに前記吊りワイヤ6a先端を付け替え、前述の作業工程3及び作業工程4と同様に、腕金5a及び2基の腕金5bを順次組み立てる。   (Working Step 7) As shown in FIGS. 18 and 19, the tip of the suspension wire 6a is replaced with the fixing plate 8a of the arm member 4 on the opposite side of the temporary arm 1, and the above-described working step 3 and working step 4 are performed. In the same manner as described above, the arm metal 5a and the two arm metals 5b are sequentially assembled.

(作業工程8)腕金5a,5bの全組立作業が完了した後は、前記仮設アーム1を前述の工程1〜2の組み立て手順とは逆の作業、すなわち、台棒36により各アーム部材4、地組部材3及び台部材2を順次解体、撤去した後に、台棒36の撤去を行う。   (Working step 8) After all the assembling work of the arm brackets 5a, 5b is completed, the arm member 4 is moved by the work of the temporary arm 1 opposite to the assembling procedure of the above-mentioned steps 1-2, that is, the base bar 36. After the ground member 3 and the base member 2 are sequentially disassembled and removed, the base bar 36 is removed.

なお、本発明は上記実施形態になんら限定されるものではなく、例えば、固定プレート8a,8b,8cの個数は、上記のように3個ではなく、1個、2個あるいは4個以上であってもよい。   The present invention is not limited to the above embodiment. For example, the number of the fixing plates 8a, 8b, 8c is not three as described above, but is one, two, or four or more. May be.

腕金を吊り上げている状態を示す仮設アームの正面図。The front view of the temporary arm which shows the state which has lifted the brace. 地組部材の正面図。The front view of a ground member. 台部材の部分拡大正面図。The partial enlarged front view of a base member. 図3のC−C線断面図。CC sectional view taken on the line of FIG. 地組部材の部分拡大正面図。The partial enlarged front view of a ground member. 図5のD−D線断面図。The DD sectional view taken on the line of FIG. 台部材と地組部材の連結状態を示す正面図。The front view which shows the connection state of a base member and a groundwork member. アーム部材の正面図。The front view of an arm member. アーム部材の底面図。The bottom view of an arm member. 図9のA−A線断面図。FIG. 10 is a cross-sectional view taken along line AA in FIG. 9. 図9のB−B線断面図。BB sectional drawing of FIG. 図9のC−C仮線断面図。CC sectional view taken on the line C-C in FIG. 9. 仮設アームの組立手順を示す送電線鉄塔の正面図。The front view of the power transmission line tower which shows the assembly procedure of a temporary arm. 仮設アームの組立手順を示す送電線鉄塔の正面図。The front view of the power transmission line tower which shows the assembly procedure of a temporary arm. 仮設アームの組立手順を示す送電線鉄塔の正面図。The front view of the power transmission line tower which shows the assembly procedure of a temporary arm. 仮設アームを用いた腕金の組立手順を示す送電線鉄塔の正面図。The front view of the power transmission line tower which shows the assembly procedure of the brace using a temporary arm. 仮設アームを用いた腕金の組立手順を示す送電線鉄塔の正面図。The front view of the power transmission line tower which shows the assembly procedure of the brace using a temporary arm. 仮設アームを用いた腕金の組立手順を示す送電線鉄塔の正面図。The front view of the power transmission line tower which shows the assembly procedure of the brace using a temporary arm. 仮設アームを用いた腕金の組立手順を示す送電線鉄塔の正面図。The front view of the power transmission line tower which shows the assembly procedure of the brace using a temporary arm.

符号の説明Explanation of symbols

A 鉄塔本体
1 仮設アーム
2 台部材
3 地組部材
4 アーム部材
5a 腕金
5b 腕金
6 吊りワイヤ
7 第1セミ金車
8a.8b,8c 固定プレート
9 第2セミ金車
10 飛び金車
11 縦枠
12 支持材
12a アングル鋼材
13 連結補助板
14 ビス用孔
15 ビス用孔
16 補助片
17 ビス用孔
18 溶接部
19 外枠
20 補強材
21 連結補助板
22 補強片
23 ビス用長孔
24 溶接部
25 ビス
26a 上側外枠
26b 下側外枠
27a,27b,27c,27d 補強材
28a,28b,28c,28d 補強材
29,30 連結板
31a,31b 補強材
32,33 プレート固定枠
34a,34b 固定孔
35 連結金具
36 台棒
36a 金車
37 中継滑車
38 組立用ウィンチ
39 介錯ロープ
40 中継滑車
A Steel tower body 1 Temporary arm 2 Base member 3 Ground member 4 Arm member 5a Arm metal 5b Arm metal 6 Suspension wire 7 First semi-metal wheel 8a. 8b, 8c Fixed plate 9 Second semi-metal wheel 10 Flying wheel 11 Vertical frame 12 Support material 12a Angle steel material 13 Connection auxiliary plate 14 Screw hole 15 Screw hole 16 Auxiliary piece 17 Screw hole 18 Welded portion 19 Outer frame 20 Reinforcement material 21 Connection auxiliary plate 22 Reinforcement piece 23 Screw long hole 24 Welded portion 25 Screw 26a Upper outer frame 26b Lower outer frame 27a, 27b, 27c, 27d Reinforcement material 28a, 28b, 28c, 28d Reinforcement material 29, 30 Connection Plate 31a, 31b Reinforcement material 32, 33 Plate fixing frame 34a, 34b Fixing hole 35 Connecting bracket 36 Base bar 36a Gold wheel 37 Relay pulley 38 Assembly winch 39 Intermediary rope 40 Relay pulley

Claims (3)

鉄塔頂部上に連結する台部材と、多角柱形状の枠体で、前記台部材上に連結する地組部材と、それぞれ多角錘形状の枠体で、前記地組部材の上部両側に、各先端が水平方向でかつ互いに反対方向に伸びるように連結する一対のアーム部材と、このアーム部材底部に設け、腕金を吊り下げるための吊りワイヤ先端を取り付け可能となすとともに、前記吊りワイヤを掛ける固定滑車を取り付け可能となした固定プレートとからなる仮設アーム。   A base member connected to the top of the steel tower, a polygonal column-shaped frame body, a ground member connected to the base member, and a polygonal pyramid-shaped frame body, each tip on each side of the top of the ground member A pair of arm members that are connected so as to extend in the opposite directions in the horizontal direction, and a suspension wire provided on the bottom of the arm member to attach a tip of a suspension wire for hanging the arm metal, and to fix the suspension wire A temporary arm consisting of a fixed plate to which a pulley can be attached. 台部材と地組部材とアーム部材を、アングル鋼材で構成したことを特徴とする請求項1記載の仮設アーム。   2. The temporary arm according to claim 1, wherein the base member, the ground member and the arm member are made of angle steel. 請求項1又は請求項2に記載の仮設アームを用いた送電線鉄塔における腕金の組立工法であって、吊りワイヤを移動可能に掛けうる滑車を先端に備えた台棒を、鉄塔本体頂部近傍に、前記滑車が鉄塔頂部より上方に位置するように固定し、前記吊りワイヤ先端に連結した台部材を、吊りワイヤ他端を牽引することによって吊り上げ、前記鉄塔頂部上に連結し、さらに、前記台部材の場合と同様にして、地組部材を吊り上げ、前記台部材上に連結し、またさらに、前記台部材及び前記地組部材の場合と同様にして、各アーム部材を順次吊り上げ、前記地組部材の両側上部に水平方向に突設することによって、鉄塔本体頂部に仮設アームを組み立てた後に、前記仮設アームの固定プレートに、吊りワイヤ先端を固定するとともに、腕金を取り外し可能に連結した移動滑車を移動可能に取り付けた前記吊りワイヤを、固定プレートに設けた固定滑車と、アーム部材と地組部材との連結部位に設けた中継滑車とにそれぞれ掛け渡したうえ、前記吊りワイヤの他端を地上において牽引することによって前記腕金を吊り上げ、鉄塔本体側部の所定部位に固定することを特徴とする仮設アームを用いた送電線鉄塔における腕金の組立工法。   An assembly method for a brace in a power transmission line tower using the temporary arm according to claim 1 or 2, wherein a base rod provided with a pulley on which a suspension wire can be movably hung is provided near the top of the tower body. The pulley is fixed so that it is located above the tower top, and the base member connected to the suspension wire tip is lifted by pulling the other end of the suspension wire, connected to the tower top, and As in the case of the base member, the ground member is lifted and connected to the base member. Further, similarly to the case of the base member and the ground member, the arm members are sequentially lifted, and the ground member is After assembling a temporary arm at the top of the tower body by projecting horizontally on the upper part on both sides of the assembled member, fix the tip of the suspension wire to the fixed plate of the temporary arm and remove the arm The suspension wire attached movably to the movable pulley connected to the function is hanged over the fixed pulley provided on the fixed plate and the relay pulley provided on the connecting portion between the arm member and the ground member, A method of assembling a brace in a power transmission line tower using a temporary arm, wherein the arm is lifted by pulling the other end of the suspension wire on the ground and fixed to a predetermined part of the side of the tower main body.
JP2004061364A 2004-03-04 2004-03-04 Temporary arm and assembly method of arm bracket in transmission line tower using this temporary arm Expired - Fee Related JP4064935B2 (en)

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012251318A (en) * 2011-06-01 2012-12-20 Chugoku Electric Power Co Inc:The Maintenance method of crossarm of steel tower
CN103944105A (en) * 2014-05-06 2014-07-23 国网上海市电力公司 Pulley hanging point spanning frame with four circuits on same tower
KR20150070372A (en) * 2012-10-25 2015-06-24 지앙수 션마 일렉트릭 씨오., 엘티디. Composite tower for power transmission lines of power grid and composite cross arm structure thereof
CN111130008A (en) * 2019-12-19 2020-05-08 国网浙江龙游县供电有限公司 Adjustable drainage spreader
CN111492548A (en) * 2017-12-18 2020-08-04 株式会社永木精机 Insulator separation construction method, and direction changing member, hoisting device on pole, insulator support member and fixing member for opposite pole used in the construction method
CN113500580A (en) * 2021-06-21 2021-10-15 国网安徽省电力有限公司 Rail mounted electric power angle steel tower overhauls robot
CN113668936A (en) * 2021-08-25 2021-11-19 国网四川电力送变电建设有限公司 Auxiliary assembly for erecting and hoisting iron tower
CN115234077A (en) * 2022-08-13 2022-10-25 国网江西省电力有限公司建设分公司 Assembled high-voltage iron tower for power transmission and transformation engineering
CN115434557A (en) * 2022-09-28 2022-12-06 国网山东省电力公司潍坊供电公司 Transmission tower field assembly auxiliary assembly

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012251318A (en) * 2011-06-01 2012-12-20 Chugoku Electric Power Co Inc:The Maintenance method of crossarm of steel tower
KR20150070372A (en) * 2012-10-25 2015-06-24 지앙수 션마 일렉트릭 씨오., 엘티디. Composite tower for power transmission lines of power grid and composite cross arm structure thereof
KR101707758B1 (en) * 2012-10-25 2017-02-16 지앙수 션마 일렉트릭 씨오., 엘티디. Composite tower for power transmission lines of power grid and composite cross arm structure thereof
US9698585B2 (en) 2012-10-25 2017-07-04 Jiangsu Shenma Electric Co., Ltd. Composite tower for power transmission lines of power grid and composite cross arm structure thereof
CN103944105A (en) * 2014-05-06 2014-07-23 国网上海市电力公司 Pulley hanging point spanning frame with four circuits on same tower
CN111492548A (en) * 2017-12-18 2020-08-04 株式会社永木精机 Insulator separation construction method, and direction changing member, hoisting device on pole, insulator support member and fixing member for opposite pole used in the construction method
CN111130008A (en) * 2019-12-19 2020-05-08 国网浙江龙游县供电有限公司 Adjustable drainage spreader
CN113500580A (en) * 2021-06-21 2021-10-15 国网安徽省电力有限公司 Rail mounted electric power angle steel tower overhauls robot
CN113668936A (en) * 2021-08-25 2021-11-19 国网四川电力送变电建设有限公司 Auxiliary assembly for erecting and hoisting iron tower
CN115234077A (en) * 2022-08-13 2022-10-25 国网江西省电力有限公司建设分公司 Assembled high-voltage iron tower for power transmission and transformation engineering
CN115434557A (en) * 2022-09-28 2022-12-06 国网山东省电力公司潍坊供电公司 Transmission tower field assembly auxiliary assembly
CN115434557B (en) * 2022-09-28 2024-02-02 国网山东省电力公司潍坊供电公司 Transmission tower field assembly auxiliary assembly

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