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JP6533994B2 - Tower top raising method - Google Patents
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JP6533994B2 - Tower top raising method - Google Patents

Tower top raising method Download PDF

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JP6533994B2
JP6533994B2 JP2015090996A JP2015090996A JP6533994B2 JP 6533994 B2 JP6533994 B2 JP 6533994B2 JP 2015090996 A JP2015090996 A JP 2015090996A JP 2015090996 A JP2015090996 A JP 2015090996A JP 6533994 B2 JP6533994 B2 JP 6533994B2
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tower
main
arm
mounting
ground wire
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JP2016205066A (en
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洋一 木原
洋一 木原
眞治 保手濱
眞治 保手濱
武志 下山
武志 下山
久保 達也
達也 久保
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Chugoku Electric Power Co Inc
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Description

本発明は、送電鉄塔に架設された架空地線の遮蔽角の変更に伴い鉄塔頂部を嵩上げするために使用するのに好適な鉄塔頂部嵩上げ工法に関する。   The present invention relates to a method for raising the top of an iron tower suitable for use in raising the top of an iron tower with a change in the shielding angle of an overhead ground wire installed in a power transmission tower.

山形鋼材で構成された頂部尖り帽子型の四角鉄塔である送電鉄塔110は、図3(a)に正面図で示すように、4本の主柱材111と主柱材111間にトラス構造の4面を構成する腹材(水平材112および斜材113)とで構成される四角柱構造のパネルを垂直方向に継ぎ足して構成されている。
また、送電鉄塔110の最上段のパネル、上から4段目のパネルおよび上から6段目のパネルには、上相腕金114、中相腕金115および下相腕金116がそれぞれ取り付けられている。
なお、以下では、上相腕金114が取り付けられている送電鉄塔110の最上段のパネルを「上相腕金取付パネル」と称する。
As shown in the front view of FIG. 3 (a), the transmission tower 110, which is a square hat tower with a sharp pointed hat-shaped portion made of chevron steel, has a truss structure between the four main pillars 111 and the main pillars 111. A panel of a quadrangular prism structure composed of belly members (horizontal member 112 and diagonal member 113) constituting four sides is added in the vertical direction.
In addition, upper arm arm metal 114, middle arm arm arm metal 115 and lower arm arm metal 116 are respectively attached to the top panel of transmission tower 110, the fourth panel from the top and the panel from the top to the sixth. ing.
In the following, the top panel of the transmission tower 110 to which the upper arm arm metal 114 is attached is referred to as "upper arm arm metal mounting panel".

また、送電線路(上相腕金114、中相腕金115および下相腕金116の両端に懸垂碍子を介して1本ずつ取り付けられている電力線1。図3(a),(b)には上相腕金114の両端に1本ずつ取り付けられている電力線1のみ図示。)の耐雷対策として、送電鉄塔110の頂部(上相腕金取付パネルの上)に架空地線取付部材(4本の主材(山形鋼材)で構成された四角錐構造のパネルの頂点に鉄塔頂板を取り付けたもの。以下、「既設取付部材117」と称する。)を取り付け、既設取付部材117の鉄塔頂板の上面に架空地線2を架設して、高い確率で架空地線2に雷撃を誘導している。   In addition, power transmission lines (one power line 1 attached to each end of upper phase arm metal 114, middle phase arm metal 115 and lower phase arm metal 116 via a suspension insulator, as shown in FIGS. 3 (a) and 3 (b). The overhead ground wire attachment member (4 on the top of the upper phase arm metal mounting panel) is provided as a lightning protection measure for the power line 1 attached to each end of the upper phase arm metal 114. A tower top plate is attached to the top of a panel of a quadrangular pyramid structure made of main materials (Yamagata steel materials) of a book. Hereinafter, "existing installation member 117" is attached. The overhead ground wire 2 is erected on the upper surface, and lightning strikes the overhead ground wire 2 with high probability.

このような既設取付部材117では頂部の狭角θ2が所定の狭角規定値=20°以上という条件を満たすよう規定されているため、たとえば、既設取付部材117の高さ=2mにするとともに既設取付部材117の頂部の狭角θ2=30°にする場合には、既設取付部材117の底辺の長さを上相腕金取付パネルの下側の水平材112の長さよりも小さくする必要があるため、上相腕金取付パネルの隣り合う主柱材111の上端部の間隔は下端部の間隔よりも小さくされている。 Since the narrow angle theta 2 of such existing mounting member 117 in the top is satisfy the condition defined as a predetermined narrow angle specified value = 20 ° or more, for example, as well as the height = 2m of the existing mounting member 117 When the narrow angle θ 2 of the top of the existing mounting member 117 is set to 30 °, it is necessary to make the length of the bottom of the existing mounting member 117 smaller than the length of the horizontal member 112 on the lower side of the upper arm mounting panel. Because of this, the distance between the upper end portions of adjacent main pillars 111 of the upper arm arm metal mounting panel is smaller than the distance between the lower end portions.

しかし、送電線路の耐雷対策は、電力線1を設計する上で各年代により思想や目標値が異なっており、近年になるほど耐雷性能の向上が図られている。
そのため、耐雷性能の向上対策として、上相腕金114の両端にそれぞれ架設された2本の電力線1に対する架空地線2の遮蔽角θ1を小さくする(たとえば、θ1=50°からθ1=35°にする)ように変更する改修工事を行って鉄塔頂部を嵩上げしなければならない場合がある。
However, the lightning protection measures of the transmission line differ in thought and target value depending on each age when designing the power line 1, and the improvement of the lightning resistance performance has been achieved in recent years.
Therefore, as measures to improve the lightning protection performance, the shield angle theta 1 of ground wire 2 two are bridged at both ends of the upper phase arm-114 to the power line 1 to reduce (e.g., theta 1 from theta 1 = 50 ° In some cases, it is necessary to raise the top of the steel tower by performing repair work to change it to = 35 °.

このような場合に、既設取付部材117を根元から切断して、図3(b)に一点鎖線で示す新たな架空地線取付部材(以下、「新設取付部材117’」と称する。)に取り替えることになるが、遮蔽角θ1を小さくするには新設取付部材117’の高さ(たとえば、3.5m)を既設取付部材117の高さ(たとえば、2m)よりも大きくする必要があるため、新設取付部材117’の頂部の狭角θ2≒17°が既設取付部材117の頂部の狭角θ2≒30°よりも小さくなり、狭角規定値=20°以上という条件を満たさなくなる場合がある。 In such a case, the existing mounting member 117 is cut off from the root and replaced with a new overhead ground wire mounting member (hereinafter referred to as "newly mounted mounting member 117 '") shown by a dashed dotted line in FIG. 3 (b). Although thus, the height of the new mounting member 117 'to decrease the shielding angle theta 1 (e.g., 3.5 m) height of the existing mounting member 117 (e.g., 2m) it is necessary to be larger than When the narrow angle θ 2 1717 ° at the top of the new mounting member 117 ′ is smaller than the narrow angle θ 2 3030 ° at the top of the existing mounting member 117 and the condition that the narrow angle specified value = 20 ° or more is not satisfied There is.

そのため、たとえば高さが3.5mとされるとともに頂部の狭角θ2が狭角規定値=20°以上とされた架空地線取付部材(以下、「改造取付部材118」と称する。)を取り付けるためには上相腕金取付パネルの隣り合う主柱材111の上端部の間隔を下端部の間隔と略同じにする必要があるので、従来では、以下に示す手順で架空地線2の遮蔽角θ1を変更する改修工事(以下、「遮蔽角変更改修工事」と称する。)を行っている。 So, for example narrow angle theta 2 is narrow angle specified value of the top with height are 3.5 m = 20 ° or more and have been ground wire attachment member (hereinafter, referred to as "remodeling mounting member 118".) The In order to attach it, it is necessary to make the distance between the upper ends of the adjacent main pillars 111 of the upper-phase arm metal mounting panel approximately the same as the distance between the lower ends. renovation (hereinafter. referred to as a "shield angle change renovation") to change the shielding angle θ 1 is carried out.

(手順1)図4(a),(b)に示すように、上相腕金114の両端にそれぞれ架設された2本の電力線1と既設取付部材117の鉄塔頂板の上面に架設された架空地線2とを上相腕金取付パネルの下のパネル(以下、「上相腕金下パネル」と称する。)を構成する主柱材111の下端部に移線する。 (Procedure 1) As shown in FIGS. 4 (a) and 4 (b), two power lines 1 respectively installed on both ends of the upper arm arm metal 114 and an overhead installed on the upper surface of the tower top plate of the existing mounting member 117. The ground wire 2 is transposed to the lower end portion of the main column member 111 constituting a lower panel of the upper upper arm mounting panel (hereinafter referred to as "upper upper arm lower panel").

(手順2)上相腕金下パネルの4本の主柱材111の中央部(図4(c)に2本の太線で示す切断箇所参照)を切断する。 (Procedure 2) The central portions of the four main columns 111 of the upper arm lower arm lower panel (see the cut portions indicated by the two thick lines in FIG. 4C) are cut.

(手順3)図4(d)に破線で示すように、送電鉄塔110の切断箇所よりも上の部分(上相腕金下パネルの4本の主柱材111の上部、上相腕金取付パネル、上相腕金114および既設取付部材117)を除却する。 (Procedure 3) As shown by a broken line in FIG. 4 (d), a portion above the cutting point of the transmission tower 110 (upper part of upper main arm 111 of upper lower arm lower panel, upper upper arm mounting) The panel, upper upper arm metal 114 and existing mounting member 117) are removed.

(手順4)図5(a)に示すように、切断後の上相腕金下パネルの4本の主柱材111の上端部にボルト孔を開ける。 (Procedure 4) As shown in FIG. 5 (a), bolt holes are made in the upper end portions of the four main pillars 111 of the upper lower arm lower panel after cutting.

(手順5)図5(b)に示すように、切断後の上相腕金下パネルの4本の主柱材111の上端部に4本の新設主柱材111’の下端部をボルトでそれぞれ締結し、新設主柱材111’の上に新設上相腕金取付パネル(上側の4本の新設水平材112’の長さを除却した上相腕金取付パネルの上側の水平材112よりも長くして、隣り合う新設主柱材111’の上端部の間隔を下端部の間隔と略同じにしたもの)および新設上相腕金114’を取り付けたのち、改造取付部材118を新設上相腕金取付パネルの上に取り付ける。 (Procedure 5) As shown in FIG. 5 (b), lower end portions of four new main column members 111 'are bolted to the upper end portions of the four main column members 111 of the upper arm lower arm lower panel after cutting. The upper upper arm mounting plate (the upper four new horizontal mounting members 112 'are removed from the upper horizontal mounting member of the upper upper arm mounting panel by fastening the new upper main mounting members 111') And attach the upper upper arm of adjacent new main pillars 111 'at approximately the same distance as the lower end) and the new upper arm 114', and then install the modified mounting member 118. Mount on the upper arm mounting panel.

(手順6)図5(c)に示すように、上記の手順1で移線した2本の電力線1を新設上相腕金114’の両端に懸垂碍子を介してそれぞれ架設するとともに、上記の手順1で移線した架空地線2を改造取付部材118の鉄塔頂板の上面に架設する。 (Procedure 6) As shown in FIG. 5 (c), the two power lines 1 transposed in the above procedure 1 are respectively installed on both ends of the new upper arm 114 'through suspension insulators, and The overhead ground wire 2 transferred in step 1 is erected on the top surface of the tower top plate of the modified mounting member 118.

なお、下記の特許文献1には、2本の架空地線を地線アームから外して第1アームの上部に仮支持させたのちに、2つの地線アームを撤去し、鉄塔本体の各主柱の最上部を構成している構成材をその下側の構成材から取り外すことにより、既設鉄塔から撤去部位を撤去する撤去工程を備えた(公報の段落0073参照)、送電線用鉄塔の嵩上げのための補強工法が開示されている。   According to Patent Document 1 below, after removing two overhead ground wires from the ground wire arm and temporarily supporting them on the upper part of the first arm, the two ground wire arms are removed and each main tower body is removed. The removal process which removes the removal part from the existing iron tower by removing the constituent material which constitutes the top of the pillar from the lower component is provided (see paragraph 0073 of the gazette), raising of the transmission line tower Reinforcement methods are disclosed.

特開2011−214374号公報JP, 2011-214374, A 特開2014−098258号公報JP, 2014-098258, A

しかしながら、上述した従来の遮蔽角変更改修工事の手順では、手順1において2本の電力線1の移線が必要になるとともに、手順6において2本の電力線1の新設上相腕金114’への架設が必要になるため、遮蔽角変更改修工事に伴う停電時間が長くなるという問題があった。   However, in the procedure of the conventional shielding angle change repair work described above, the transfer line of the two power lines 1 is required in the procedure 1, and in the procedure 6, the two power lines 1 to the new upper arm 114 ' Since erection is required, there has been a problem that the blackout time associated with the modification of the shielding angle is lengthened.

また、上記の特許文献1に開示された送電線用鉄塔の嵩上げのための補強工法でも、2つの地線アームを撤去(除却)する必要があるため、遮蔽角変更改修工事に伴う停電時間が長くなるという問題がある。   In addition, even in the reinforcement method for raising power transmission line steel towers disclosed in Patent Document 1 described above, it is necessary to remove (retire) two ground line arms, so the power failure time associated with the shielding angle change repair work There is a problem of becoming long.

本発明の目的は、遮蔽角変更改修工事に伴う停電時間を短縮することができる鉄塔頂部嵩上げ工法を提供することにある。   An object of the present invention is to provide a method for raising the top of a steel tower capable of shortening the power failure time associated with the shielding angle change repair work.

本発明の鉄塔頂部嵩上げ工法は、 頂部尖り帽子型の四角鉄塔である送電鉄塔(110)に架設された架空地線(2)の遮蔽角(θ1)の変更に伴い鉄塔頂部を嵩上げするために用いられる鉄塔頂部嵩上げ工法であって、前記送電鉄塔の上相腕金(114)の両端部にそれぞれ架設された2本の電力線(1)を移線することなく、かつ、該送電鉄塔の既設構成部材を除却したり移動させたりすることなく、前記上相腕金が取り付けられた上相腕金取付パネルを囲むように、4本の曲げ加工主柱材(11)を前記送電鉄塔に取り付けたのち、前記上相腕金取付パネルの上に取り付けられた既設の架空地線取付部材である既設取付部材(117)を囲むように、前記遮蔽角を変更するための架空地線取付部材を前記曲げ加工主柱材の上に取り付けることを特徴とする。
記架空地線取付部材である改造取付部材(118)の取付作業時に支障とならない位置に前記架空地線を移線する第1のステップと、前記上相腕金取付パネルを囲むように、前記4本の曲げ加工主柱材および該曲げ加工主柱材間にトラス構造の4面を構成する腹材(12,13)を取り付ける第2のステップと、前記既設取付部材を囲むように、前記改造取付部材を前記曲げ加工主柱材の上に取り付ける第3のステップと、前記架空地線を前記改造取付部材に架設する第4のステップとを具備してもよい。
前記改造取付部材が、前記既設取付部材よりも高さが大きくされているとともに、4本の主材で構成された四角錐構造のパネルの頂点に鉄塔頂板を取り付けたものであってもよい。
前記第1のステップにおいて、前記架空地線を前記上相腕金の一方の腕金吊材の先端部に移線してもよい。
前記第2のステップにおいて、前記上相腕金取付パネルを構成する4本の主柱材(111)の外側に山形鋼の鋼材で構成された4本の前記曲げ加工主柱材をそれぞれ取り付けるとともに、該曲げ加工主柱材間に前記腹材を取り付けてもよい。
前記曲げ加工主柱材の下端部が、隣り合う該曲げ加工主柱材の上端部の間隔を下端部の間隔と略等しくするために、外側に曲げられていてもよい。
前記第3のステップにおいて、前記改造取付部材の4本の前記主材の下端部を4本の前記曲げ加工主柱材の上端部にそれぞれ取り付けてもよい。
前記送電鉄塔が、山形鋼材で構成された頂部尖り帽子型の四角鉄塔であってもよい。
The method for raising the top of the tower according to the present invention is to raise the top of the tower with the change of the shielding angle (θ 1 ) of the overhead ground wire (2) installed on the transmission tower (110) which is a square hat tower with a pointed top. Of the power transmission tower used without transferring the two power lines (1) respectively installed at both ends of the upper phase arm metal (114) of the power transmission tower, and Four bending main pillars (11) are attached to the transmission tower so as to surround the upper phase arm metal mounting panel to which the upper phase arm metal is attached without removing or moving the existing components. An overhead ground wire attachment member for changing the shielding angle so as to surround an existing attachment member (117) which is an existing overhead ground wire attachment member attached on the upper phase arm metal attachment panel after attachment mounted on the bent main pillar of And wherein the door.
So as to surround the first step of Utsurisen the ground wire to a position that does not interfere during the mounting operation of the modified mounting member before it is asked glade wire attaching member (118), the pre-SL on Aiude gold mounting panel a second step of attaching the web members (12, 13) constituting the four sides of the truss structure between before Symbol four bending main pillar Contact and flexural machining main pillar, before Kisunde設取with member And a third step of attaching the modified attachment member on the bending main pillar and a fourth step of bridging the overhead ground wire to the modified attachment member.
The modified attachment member may have a height greater than that of the existing attachment member, and the top plate of the tower may be attached to the top of a quadrangular pyramid panel formed of four main members.
In the first step, the overhead ground line may be transposed to the tip of the arm supporting member of one of the upper arm arms.
In the second step, four bending main pillars made of angle steel are attached to the outside of the four main pillars (111) constituting the upper-phase arm metal mounting panel, respectively. The belly material may be attached between the bent main pillars.
The lower end portion of the bending main column member may be bent outward in order to make the distance between the upper end portions of the adjacent bending main column members substantially equal to the distance between the lower end portions.
In the third step, lower ends of the four main members of the modified attachment member may be attached to upper ends of the four bending main pillars, respectively.
The power transmission tower may be a top pointed hat-shaped square tower made of chevron steel.

本発明の鉄塔頂部嵩上げ工法は、以下に示す効果を奏する。
(1)電力線の移線および既設取付部材の除却や移動が必要ないため、遮蔽角変更改修工事に伴う停電時間を短縮することができる。
(2)電力線の移線および既設取付部材の除却や移動が必要なく改造量が少ないため、工事費を安価にすることができる。
(3)電力線の移線および既設取付部材の除却や移動が必要ないため、施工性および安全性を向上させることができる。
The tower top raising method of the present invention has the following effects.
(1) Since it is not necessary to move or remove the transfer line of the power line and the existing mounting member, it is possible to shorten the power failure time associated with the shielding angle change repair work.
(2) It is possible to reduce the construction cost because there is no need to remove or move the transfer line of the power line and the existing mounting member and the amount of modification is small.
(3) Since it is not necessary to move the transfer line of the power line and the existing mounting member, the workability and the safety can be improved.

本発明の一実施例による鉄塔頂部嵩上げ工法における遮蔽角変更改修工事の手順について説明するための図である。It is a figure for demonstrating the procedure of the shielding angle change repair work in the tower top raising method by one Example of this invention. 本発明の一実施例による鉄塔頂部嵩上げ工法における遮蔽角変更改修工事の手順について説明するための図である。It is a figure for demonstrating the procedure of the shielding angle change repair work in the tower top raising method by one Example of this invention. 耐雷性能の向上対策として鉄塔頂部を嵩上げしなければならない場合の問題点について説明するための図である。It is a figure for demonstrating the problem when it is necessary to raise the tower top part as a countermeasure against the improvement of lightning resistance performance. 従来の遮蔽角変更改修工事の手順について説明するための図である。It is a figure for demonstrating the procedure of the conventional shielding angle change repair work. 従来の遮蔽角変更改修工事の手順について説明するための図である。It is a figure for demonstrating the procedure of the conventional shielding angle change repair work.

上記の目的を、電力線の移線および送電鉄塔の既設構成部材の除却や移動をすることなく遮蔽角変更改修工事を行うことにより実現した。   The above-mentioned purpose was realized by carrying out the shielding angle change repair work without removing or moving the transfer line of the power line and the existing component of the transmission tower.

以下、本発明の鉄塔頂部嵩上げ工法の実施例について図面を参照して説明する。
本発明の鉄塔頂部嵩上げ工法は、送電鉄塔110の上相腕金114の両端部にそれぞれ架設された2本の電力線1を移線することなく、かつ、送電鉄塔110の既設構成部材を除却したり移動させたりすることなく遮蔽角変更改修工事を行うことを特徴とする。
Hereafter, the Example of the tower | column top part raising method of this invention is described with reference to drawings.
In the method for raising the top of the steel tower according to the present invention, the two existing power lines 1 installed at both ends of the upper arm of the power transmission tower 110 are not transferred, and the existing components of the power transmission tower 110 are removed. It is characterized in that the shielding angle change repair work is carried out without moving it.

そのため、本発明の一実施例による鉄塔頂部嵩上げ工法では、以下に示す手順で遮蔽角変更改修工事を行う。
(手順1)図1(a),(b)に示すように、送電鉄塔110の既設取付部材117の鉄塔頂板の上面に架設された架空地線2を改造取付部材118の取付作業時に支障とならない位置(たとえば、上相腕金114の同図図示左上側の腕金吊材の先端部)に移線する。
このとき、上相腕金114の両端に懸垂碍子を介してそれぞれ架設された2本の電力線1は、移線せずにそのままとしておく。
Therefore, in the tower top raising method according to one embodiment of the present invention, the shielding angle change repair work is performed in the following procedure.
(Procedure 1) As shown in FIGS. 1 (a) and 1 (b), the overhead ground wire 2 constructed on the upper surface of the tower top plate of the existing mounting member 117 of the power transmission tower 110 is obstructed at the time of mounting the mounting member 118 The line is transposed to a position (for example, the tip of the arm lifting member on the upper left side of the upper arm arm 114 shown in the drawing).
At this time, the two power lines 1 respectively installed at both ends of the upper arm arm metal 114 via suspension insulators are left as they are without transfer.

(手順2)図面の見易さのために既設構成部材を破線で示した図1(c)に示すように、上相腕金114が取り付けられた上相腕金取付パネルを囲むように、山形鋼の鋼材で構成された4本の曲げ加工主柱材11と、曲げ加工主柱材11間にトラス構造の4面を構成する腹材(新設水平材12および新設斜材13)とを取り付ける。
このとき、4本の曲げ加工主柱材11を送電鉄塔110の上相腕金取付パネルの4本の主柱材111の外側にそれぞれ取り付けるが、隣り合う曲げ加工主柱材11の上端部の間隔を下端部の間隔と略等しくするために、曲げ加工主柱材11の下端部は外側に曲げられている。
また、曲げ加工主柱材11の一片の下端部に2個のボルト孔11a(同図に破線の丸印で囲った拡大図参照)を開けておくとともに、上相腕金取付パネルの主柱材111の一片の下端部に2個のボルト孔(不図示)を開けて、新設の2本のボルトを用いて上相腕金取付パネルの主柱材111の一片に曲げ加工主柱材11の一片の下端部を取り付ける。
また、曲げ加工主柱材11の他片の下端部にも2個のボルト孔(不図示)を開けおき、上相腕金取付パネルの主柱材111の他片の下端部に開けられているボルト孔を利用して、新設の2本のボルトを用いて、上相腕金取付パネルの主柱材111の他片に曲げ加工主柱材11の他片の下端部を取り付ける。
新設水平材12の両端部および2本の新設斜材13の上端部は、隣り合う2本の曲げ加工主柱材11の上端部にそれぞれ取り付けられ、2本の新設斜材13の下端部は、上相腕金114の2本の腕金主材の連結部にガセットプレートを介して取り付けられる。
(Procedure 2) As shown in FIG. 1 (c) where the existing components are indicated by a broken line for easy viewing of the drawing, to surround the upper arm mounting panel on which the upper arm mounting 114 is attached, Four bending main columns 11 made of Yamagata steel, and belly members (new horizontal 12 and new diagonal 13) constituting four sides of the truss structure between the bending main columns 11 Attach.
At this time, the four bending main columns 11 are attached to the outside of the four main columns 111 of the upper phase arm metal mounting panel of the power transmission tower 110 respectively, but the upper end portions of the adjacent bending main columns 11 are attached. The lower end of the bending main column 11 is bent outward in order to make the distance substantially equal to the distance of the lower end.
In addition, two bolt holes 11a (see the enlarged view surrounded by a circle of a broken line in the figure) are opened at the lower end portion of one piece of the bending main column 11 and the main column of the upper phase arm metal mounting panel Two bolt holes (not shown) are made at the lower end of one piece of the material 111, and two new bolts are used to bend the main column material 111 of the upper arm arm mounting panel into one piece of the main column material 11 Attach the lower end of one piece.
Also, open two bolt holes (not shown) in the lower end of the other piece of the bent main column 11 and open the lower end of the other piece of the main column 111 of the upper-phase arm metal mounting panel The lower end portion of the other piece of the bending main column member 11 is attached to the other piece of the main column member 111 of the upper-phase arm metal mounting panel using two new bolts using the bolt holes.
Both ends of the new horizontal member 12 and the upper ends of the two new diagonal members 13 are respectively attached to the upper ends of the two adjacent bending main columns 11, and the lower ends of the two new diagonal members 13 are And the gusset plate is attached to the connection portion of the two main arm metal members of the upper arm metal 114.

(手順3)上相腕金取付パネルの上に取り付けられた既設取付部材117を囲むように、改造取付部材118を4本の曲げ加工主柱材11の上に取り付ける。 (Step 3) so as to surround the existing mounting member 117 mounted on the upper phase arm-mounting panel, mounting a modified forming attachment member 118 on the four bending main pillar 11.

(手順4)図面の見易さのために既設構成部材を破線で示した図2(a)に示すように、手順1で移線した架空地線2を改造取付部材118の鉄塔頂板の上面に架設する。 (Procedure 4) As shown in FIG. 2 (a) where the existing components are indicated by a broken line for easy viewing of the drawing, the overhead ground wire 2 transposed in procedure 1 is modified to the upper surface of the tower top plate of the mounting member 118 To

以上説明したように、本発明の一実施例による鉄塔頂部嵩上げ工法では、既設の上相腕金取付パネルおよび既設取付部材117を4本の曲げ加工主柱材11に囲まれた空間および改造取付部材118の内部空間内にそれぞれ位置させた状態で改造取付部材118を取り付けることができるため、送電鉄塔110の既設構成部材と干渉させることなく曲げ加工主柱材11および改造取付部材118を取り付けることができる(新設水平材12の部分で切断したときの上相腕金114、既設取付部材117および改造取付部材118の位置関係を簡略的に示した図2(b)と、改造取付部材118取付後の状態を下斜め方向から見た図2(c)とを参照。なお、両図では、図面の見易さのために上相腕金114および既設取付部材117を破線で示す。)。   As described above, in the method for raising the top of the steel tower according to one embodiment of the present invention, the space between the existing upper joint arm mounting panel and the existing mounting member 117 surrounded by the four bending main columns 11 and the retrofit mounting The modified mounting member 118 can be mounted in the internal space of the member 118, so that the bending main column 11 and the modified mounting member 118 can be mounted without interfering with the existing components of the transmission tower 110. (FIG. 2 (b) schematically showing the positional relationship between the upper arm arm metal 114, the existing mounting member 117 and the modified mounting member 118 when cut at the new horizontal member 12 and the modified mounting member 118 mounted Refer to Fig. 2 (c) where the rear state is viewed from the lower diagonal direction, In both figures, the upper arm arm metal 114 and the existing mounting member 117 are indicated by broken lines for easy viewing of the drawing. Be.).

なお、以上説明した遮蔽角変更改修工事は、公知の台棒工法(たとえば、上記の特許文献2の段落0006参照)を用いて行うことができる。   In addition, the shielding angle change repair work demonstrated above can be performed using a well-known base bar construction method (for example, refer Paragraph 0006 of the above-mentioned patent document 2).

1 電力線
2 架空地線
11 曲げ加工主柱材
11a ボルト孔
12 新設水平材
13 新設斜材
110 送電鉄塔
111 主柱材
111’ 新設主柱材
112 水平材
112’ 新設水平材
113 斜材
114 上相腕金
114’ 新設上相腕金
114’ 新設上相腕金
115 中相腕金
116 下相腕金
117 既設取付部材
117’ 新設取付部材
118 改造取付部材
θ1 遮蔽角
θ2 狭角
Reference Signs List 1 power line 2 overhead ground wire 11 bending main column 11a bolt hole 12 new horizontal member 13 new diagonal member 110 power transmission tower 111 main column 111 'new main column 112 horizontal member 112' new horizontal member 113 diagonal 114 upper phase Arm 114 'New upper arm 114' New upper arm 115 Middle arm 116 Lower arm 117 Existing mounting member 117 'New mounting member 118 Remodeled mounting member θ 1 Shielding angle θ 2 Narrow angle

Claims (8)

頂部尖り帽子型の四角鉄塔である送電鉄塔(110)に架設された架空地線(2)の遮蔽角(θ1)の変更に伴い鉄塔頂部を嵩上げするために用いられる鉄塔頂部嵩上げ工法であって、
前記送電鉄塔の上相腕金(114)の両端部にそれぞれ架設された2本の電力線(1)を移線することなく、かつ、該送電鉄塔の既設構成部材を除却したり移動させたりすることなく、
前記上相腕金が取り付けられた上相腕金取付パネルを囲むように、4本の曲げ加工主柱材(11)を前記送電鉄塔に取り付けたのち、
前記上相腕金取付パネルの上に取り付けられた既設の架空地線取付部材である既設取付部材(117)を囲むように、前記遮蔽角を変更するための架空地線取付部材を前記曲げ加工主柱材の上に取り付ける、
ことを特徴とする、鉄塔頂部嵩上げ工法。
This is the tower top raising method used to raise the top of the tower with the change of the shielding angle (θ 1 ) of the overhead ground wire (2) installed on the power transmission tower (110) which is a square hat tower with a pointed top. ,
The existing components of the transmission tower are removed or moved without transferring the two power lines (1) installed respectively at both ends of the upper phase arm metal (114) of the transmission tower. Without
After attaching four bending main pillars (11) to the transmission tower so as to surround the upper arm mounting panel to which the upper arm mounting is attached,
The overhead ground wire attachment member for changing the shielding angle is bent so as to surround the existing attachment member (117) which is the existing overhead ground wire attachment member attached on the upper arm arm metal attachment panel Attach on top of the main pillar material,
It is characterized by the tower top raising method.
記架空地線取付部材である改造取付部材(118)の取付作業時に支障とならない位置に前記架空地線を移線する第1のステップと、
記上相腕金取付パネルを囲むように、前記4本の曲げ加工主柱材および該曲げ加工主柱材間にトラス構造の4面を構成する腹材(12,13)を取り付ける第2のステップと、
記既設取付部材を囲むように、前記改造取付部材を前記曲げ加工主柱材の上に取り付ける第3のステップと、
前記架空地線を前記改造取付部材に架設する第4のステップと、
を具備することを特徴とする、請求項1記載の鉄塔頂部嵩上げ工法。
A first step of Utsurisen the ground wire to a position that does not interfere during the mounting operation of the modified mounting member before it is asked glade wire attaching member (118),
So as to surround the front SL on Aiude gold mounting panel, mounting web members constituting the four sides of the truss structure (12, 13) between the front Symbol four bending main pillar Contact and flexural machining main pillar The second step,
Before so as to surround the Kisunde設取member with a third step of attaching the modified mounting member on said bent main pillar,
A fourth step of bridging the overhead ground wire to the modified mounting member;
The tower top raising method according to claim 1, comprising:
前記改造取付部材が、前記既設取付部材よりも高さが大きくされているとともに、4本の主材で構成された四角錐構造のパネルの頂点に鉄塔頂板を取り付けたものであることを特徴とする、請求項2記載の鉄塔頂部嵩上げ工法。   The modified attachment member is characterized in that the height is made larger than the existing attachment member, and the top plate of the steel tower is attached to the apex of the quadrangular pyramid panel made of four main members. The tower top raising method according to claim 2. 前記第1のステップにおいて、前記架空地線を前記上相腕金の一方の腕金吊材の先端部に移線することを特徴とする、請求項2または3記載の鉄塔頂部嵩上げ工法。   4. The tower top raising method according to claim 2, wherein the overhead ground wire is transposed to the tip of the arm supporting member of one of the upper arm arms in the first step. 前記第2のステップにおいて、前記上相腕金取付パネルを構成する4本の主柱材(111)の外側に山形鋼の鋼材で構成された4本の前記曲げ加工主柱材をそれぞれ取り付けるとともに、該曲げ加工主柱材間に前記腹材を取り付けることを特徴とする、請求項2乃至4いずれかに記載の鉄塔頂部嵩上げ工法。   In the second step, four bending main pillars made of angle steel are attached to the outside of the four main pillars (111) constituting the upper-phase arm metal mounting panel, respectively. The method for raising a top portion of a steel tower according to any one of claims 2 to 4, characterized in that the belly material is attached between the bent main columns. 前記曲げ加工主柱材の下端部が、隣り合う該曲げ加工主柱材の上端部の間隔を下端部の間隔と略等しくするために、外側に曲げられていることを特徴とする、請求項5記載の鉄塔頂部嵩上げ工法。   The lower end portion of the bending main column member is bent outward in order to make the distance between the upper end portions of the adjacent bending main column members substantially equal to the distance between the lower end portions. The tower top raising method according to 5. 前記第3のステップにおいて、前記改造取付部材の4本の前記主材の下端部を4本の前記曲げ加工主柱材の上端部にそれぞれ取り付けることを特徴とする、請求項2乃至6いずれかに記載の鉄塔頂部嵩上げ工法。   The lower end portions of the four main members of the modified attachment member are attached to the upper end portions of the four bending main pillars, respectively, in the third step. The tower top raising method described in 4. 前記送電鉄塔が、山形鋼材で構成された頂部尖り帽子型の四角鉄塔であることを特徴とする、請求項1乃至7いずれかに記載の鉄塔頂部嵩上げ工法。   8. The method according to any one of claims 1 to 7, wherein the power transmission tower is a peak-shaped square-shaped steel tower made of chevron steel.
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