JP2004003160A - Base rod device for dismantling steel tower, and method of dismantling steel tower - Google Patents

Base rod device for dismantling steel tower, and method of dismantling steel tower Download PDF

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Publication number
JP2004003160A
JP2004003160A JP2002158872A JP2002158872A JP2004003160A JP 2004003160 A JP2004003160 A JP 2004003160A JP 2002158872 A JP2002158872 A JP 2002158872A JP 2002158872 A JP2002158872 A JP 2002158872A JP 2004003160 A JP2004003160 A JP 2004003160A
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JP
Japan
Prior art keywords
boom
main pillar
lower main
tower
dismantling
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2002158872A
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Japanese (ja)
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JP3983107B2 (en
Inventor
Kunio Maruoka
丸岡 邦夫
Yoshimi Miura
三浦 芳美
Akifumi Ikemoto
池本 彰文
Mitsusuke Sato
佐藤 光亮
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
KAIHATSU DENKI KK
Sanwa Tekki Corp
Original Assignee
KAIHATSU DENKI KK
Sanwa Tekki Corp
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Priority to JP2002158872A priority Critical patent/JP3983107B2/en
Publication of JP2004003160A publication Critical patent/JP2004003160A/en
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Publication of JP3983107B2 publication Critical patent/JP3983107B2/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a base rod device for efficiently dismantling a transmission steel tower, that is easily and removably attachable to the tower while requiring little space to install. <P>SOLUTION: The base rod device 1 is mounted to a main pole T1 to dismantle a transmission steel tower T. The base rod device 1 has a boom 3 connected to a mounting bracket 2 used for the main pole T1, with the boom 3 fixed in place using a guide fitting 4. Using the boom 3, used materials such as the main poles T1 are hung down with a hanging wire 5. The guide fitting 4, with a bolt 17, tightens together a counter-base 16 that grips the boom 3 and a pressing plate 18. A spacer is fitted around the shank of the bolt 17 to widen the spacing between the counter-base 16 and the pressing plate 18 to guide the boom 3 in moving axially. Thus, once the upper main pole T1 is hung down by the base rod device 1, the boom 3, together with the mounting bracket 2, is moved to the adjoining lower main pole T2 therebelow, then the operation of removing the lower main pole T2 is carried out. These operations are repeated for the main poles T1 and T2 on four sides, whereby the transmission steel tower T is dismantled from its top. <P>COPYRIGHT: (C)2004,JPO

Description

【0001】
【発明の属する技術分野】
本発明は、送電鉄塔を効率的に上部から解体するための台棒装置及びこれを用いた解体方法に関するものである。
【0002】
【従来の技術】
従来、送電鉄塔の解体工事においては、送電鉄塔の周辺位置にクレーン車やクレーン装置などの大型設備を搬入、設置して鉄塔の構成材などを順次取り外して吊り降ろすことにより解体している。
【0003】
【発明が解決しようとする課題】
上記従来のクレーン車やクレーン装置においては、市街地や山岳部のようなクレーン車の乗り入れやクレーンの搬入が困難であったり、適切でない場合がある。この様な場合には、簡易的に台棒装置が使用される。この台棒装置は、送電鉄塔を構成する四方の主柱材の一つにブームを取り付けて、他の主柱材をウインチで巻き取る吊り下げワイヤで吊り降ろすものである。ブームの前後方向の位置調整は、起伏操作ワイヤをその先端部から鉄塔上のガイド滑車を介して地上で操作して行う。ブームの左右方向の位置決めは、ブームの左右両側に旋回操作用支線を張り、これを地上から操作して行う。そして、台棒装置は鉄塔を上部から下方へ移動して順次主柱材を取り外していく。
しかしながら、この台棒装置においては、旋回操作用の支線や起伏操作のワイヤを地上に張らなければならず、地上に操作の支障がないようにスペースを取らなければならない。
そこで、本発明は、既設送電鉄塔への着脱が容易で、設置スペースを取らず、効率よく送電鉄塔を解体できる鉄塔解体用台棒装置及び解体方法を提供することを課題としている。
【0004】
【課題を解決するための手段】
上記課題を解決するため、第1の発明においては、送電鉄塔Tを解体するために、鉄塔Tを組む四方の主柱材T1,T2の上部から順次取り外していく鉄塔解体用台棒装置1において、取り外し対象である上部主柱材T1の下方に隣接する下部主柱材T2に取付金具2を取り付け、この取付金具2に基端部を枢支し、上部主柱材T1に沿って上方に至り、少なくとも上部主柱材T1を吊り下げ可能な高さ位置にブーム3を配置し、このブーム3の途上をガイド金具4で下部主柱材T2に固定し、ブーム3の先端部の滑車20に吊り下げワイヤ5を掛け回して、ウインチで上部主柱材を吊り降ろすように構成し、下部主柱材T2に取り付けて上部主柱材T1を吊り降ろした後、下部主柱材T2のさらに下方に隣接する下部主柱材に移動して、吊り降ろし作業を行い、これを繰り返して、送電鉄塔Tを上部から順次解体していくようにした。
第2の発明においては、ブーム3の途上をガイド金具4で下部主柱材T2に固定して、上部主柱材T1を吊り降ろした後、ブーム3をガイド金具4で軸方向下方に移動自在にガイドさせるように構成した。
第3の発明においては、ガイド金具4に、ブーム3周りを把持させるように締め付けるボルト17を設け、この軸上にスペーサ19を介在させて締め込みを規制させ、ブーム3の軸方向の移動をガイドさせた。
第4の発明においては、送電鉄塔Tを構成する四方の主柱材T1の上部から順次取り外して送電鉄塔Tを解体する鉄塔解体方法において、取り外し対象である上部主柱材T1の下方に隣接する下部主柱材T2にブーム3を固定し、このブーム3の先端部の滑車20に吊り下げワイヤ5を掛け回してウインチで上部主柱材T1を吊り降ろし、次に下部主柱材T2を取り外し対象とすべく、下部主柱材T2のさらに下方に隣接する下部主柱材T2にブーム3を移動させて固定し、主柱材T2の吊り降ろし作業を繰り返し、送電鉄塔Tを上部から順次解体していく鉄塔解体方法を採用した。
【0005】
【発明の実施の形態】
本発明の実施の一形態を図面を参照して説明する。
図1及び図2において、送電鉄塔Tにはこれを解体すべくその主柱材T1に台棒装置1が取り付けられる。台棒装置1は、主柱材T1に取り付けるための取付金具2と、この取付金具2に立設されるブーム3と、このブーム3を固定すると共に移動を案内するためのガイド金具4と、ブーム3を利用して主柱材T1などの使用済み資材を吊り降ろす吊りワイヤ5などを備えている。
【0006】
図3及び図4に示すように、取付金具2は、アングル鋼材である主柱材T2に取り付けるべく、その内側に沿ってほぼ直角を成す当て板6を備えている。この当て板6の両板面には、上下に三本の横方向のボルト挿通用長孔6aが夫々設けられている。当て板6には主柱材T1の両縁部を当て板6と挟み込んでボルト7で固定するための止め板8が結合される。この止め板8には主柱材T2の両側縁及び当て板6に重なるように主柱材T2面と当て板6面に合致する段差が形成されている。当て板6の内側には横板9が水平に固着されている。この横板9上にはアイ10が立設されている。横板9の下面及び当て板6の内側面には横方向に間隔を置いて対面する一対の支持板11が縦方向に固着されている。
【0007】
ブーム3は、図1,図2に示すように、鋼管材で構成されており、下端に取付金具2のアイ10に枢支するためのクレビス3aを有する。ブーム3の先端部の取付片3bには吊りワイヤ5を掛ける滑車20が吊支され、下部の取付片3cには吊りワイヤ5をガイドするための滑車21が設けられている。取付片3bは、ブーム3に対して軸周りに回転自在に設けることによって、主柱材T1,T2の鉄塔内側への傾斜角、いわゆる転び角に対して滑車20からの吊りワイヤ5の繰り出し位置をブーム3の背部側に配置して、吊りワイヤ5を資材に結び留めるときの作業性を考慮することができる。吊りワイヤ5の一端は、取り外される上部主柱材T1などの資材を留め、他端は地上に設置された図示しないウィンチに巻き取られる。
【0008】
図5及び図6に示すように、ガイド金具4は、主柱材T1に取り付けるべく、取付金具2とほぼ同様にその内側に沿ってほぼ直角を成す当て板12を備えている。この当て板12には、上下に二本の横方向のボルト挿通用長孔12aが設けられている。当て板12には、これに重なって主柱材T2の両側縁部を当て板12と挟み込み、ボルト13で結合するための止め板14を備えている。この止め板14には主柱材T2の両側縁に重なるように主柱材T2面と当て板12面に合致する段差が形成されている。当て板12の内側には、上下に間隔を置いて渡された一対の横板15を介して、ブーム3の側面を受ける断面円弧状に湾曲した受け板16が垂直に固着されている。この受け板16には、これと共にブーム3を把持する断面円弧状の押え板18がボルト17で固定される。図7に示すように、ボルト17の軸上には、受け板16と押え板18との間隔を広げてブーム3を軸線方向へ移動自由にガイドするために略U字状のスペーサ19を嵌合させることができる。
【0009】
この台棒装置1においては、送電鉄塔Tを構成する上下に接続された主柱材T1,T2のうち上部のものT1から順次取り外していくために、鉄塔Tを組む四方の下部主柱材T2に夫々取り付ける。台棒装置1は、先ず取付金具2を下部主柱材T2に取り付け、この下部主柱材T2にブーム3を支持させ、ガイド金具4を下部主柱材T2に取り付けてブーム3を固定する。取付金具2は、当て板6を下部主柱材T2の内側にあてがい、その当て板6と下部主柱材T2の両側縁部とに跨るように止め板8を重ね、ボルト7を長孔6aに挿通して締め止める。ブーム3のクレビス3aは、取付金具2のアイ10にピン結合させる。ガイド金具4は、当て板12を下部主柱材T2の内側にあてがい、当て板12と下部主柱材T2の両縁部とに跨るように止め板14を重ね、ボルト13を長孔12aに挿通して締め止めて、下部主柱材T2に固定する。ガイド金具4は、ブーム3を受け板16と押え板18とで挟み、ボルト17で締め止めることにより把持する。
【0010】
吊り降ろし作業は、先ず上部主柱材T1又はこれに付属する斜材などの資材を吊りワイヤ5に結び留めてから、資材を鉄塔Tから外し、下部の滑車21でガイドさせつつ、地上のウィンチを操作して資材を鉄塔Tの内側の地上スペースに吊り降ろす。
取付片3bをブーム3の軸周りに回転自在に設けた場合には、取付片3bを旋回させて、主柱材T1,T2と共に転び角の分だけ傾斜したブーム3の背部側に滑車20を配置すれば、ブーム3に対して主柱材T1と同じ側に吊りワイヤ5が滑車20から繰り出されるので、吊りワイヤ5を資材に結び留めるときの作業性が良好となる。この場合、吊りワイヤ5を資材に結び留めた後、資材を旋回させてブーム3の腹側に配置してから、先と同様にして資材を吊り降ろす。
【0011】
台棒装置1により上部主柱材T1を吊り降ろしたら、取付金具2のボルト7及びガイド金具4のボルト13を緩めて各金具2,4を取り外し、この下部主柱材T2を取り外し対象とすべく台棒装置1をさらに下方に隣接する下部主柱材T2に移動させて取り付け、その上部の主柱材T2の取り外し作業を同様にして行う。これらの作業を送電鉄塔Tを組む四方の主柱材T1,2Tにつき行って、送電鉄塔Tを上部から下部へ順次解体していく。
【0012】
台棒装置1の下部主柱材T2への移行の際には、ガイド金具4のボルト17を緩めて受け板16と押え板18との間隔を広げ、相互間のボルト17の軸にスペーサ19を嵌合させ再びボルト17を締め込むことにより、予めスペーサ19を固定しておく。そして、ブーム3を支持しつつ取付金具2のボルト7を緩め、下部主柱材T2から取付金具2を取り外し、ブーム3を取付金具2もろともその下部に隣接する下部主柱材T2に移動させてから、先と同様にして取付金具2及び別の新たなガイド金具4で固定する。このとき、先のガイド金具4によってブーム3が軸方向にガイドされるので、ブーム3を転倒させることがないし、横方向にぶれ難くなるので、作業が安全で容易になる。ブーム3の移動に用いた先のガイド金具4はブーム3の移行後主柱材T2から取り外す。このように、二つのガイド金具4は交互に使用する。
【0013】
【発明の効果】
以上のように、本発明は、送電鉄塔に対して容易に着脱できるので、送電鉄塔上での設置位置を上部から下部へ比較的容易に変更でき、上部から構成材を順次取り外して鉄塔Tの内側の地上スペースに吊り降ろし、下方へ移行しながら送電鉄塔を解体することができる。これにより、従来のように地上におけるクレーン車やクレーン装置の設置スペースや、台棒装置の操作用支線などの作業スペースを省くことができ、解体工事を効率よく遂行することができるという効果を有する。特に、クレーン車の乗り入れやクレーンの搬入が困難であったり、適切でない場所における送電鉄塔の解体に最適である。
【図面の簡単な説明】
【図1】本発明に係る鉄塔解体用台棒装置の使用状態の斜視図である。
【図2】台棒装置の一部を省略した正面図である。
【図3】取付金具の斜視図である。
【図4】取付金具の平面図である。
【図5】ガイド金具の斜視図である。
【図6】ガイド金具の平面図である。
【図7】ガイド金具の分解斜視図である。
【符号の説明】
1  台棒装置
2  取付金具
3  ブーム
4  ガイド金具
5  吊りワイヤ
6  当て板
8  止め板
12  当て板
14  止め板
16  受け板
17  ボルト
18  押え板
19  スペーサ
20  滑車
21  滑車
T  送電鉄塔
T1 上部主柱材
T2 下部主柱材
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a rod device for efficiently dismantling a power transmission tower from above and a dismantling method using the same.
[0002]
[Prior art]
2. Description of the Related Art Conventionally, in the dismantling work of a power transmission tower, large equipment such as a crane truck and a crane device is carried in and installed at a position around the power transmission tower, and components of the steel tower are sequentially removed, and then dismantled.
[0003]
[Problems to be solved by the invention]
In the above-mentioned conventional crane trucks and crane devices, there are cases where it is difficult or inappropriate for a crane truck such as an urban area or a mountain area to enter or to carry a crane. In such a case, a bar device is simply used. In this bar apparatus, a boom is attached to one of four main pillars constituting a power transmission tower, and the boom is suspended by a hanging wire that winds another main pillar with a winch. Adjustment of the position of the boom in the front-rear direction is performed by operating the hoisting operation wire from the tip end thereof via a guide pulley on a steel tower on the ground. Positioning of the boom in the left-right direction is performed by setting turning operation branch lines on both the left and right sides of the boom and operating this from the ground. Then, the bar device moves the steel tower from the upper part to the lower part, and sequentially removes the main pillars.
However, in this rod device, a branch line for turning operation and a wire for undulating operation must be provided on the ground, and a space must be provided on the ground so as not to hinder the operation.
Accordingly, an object of the present invention is to provide a tower dismantling rod device and a dismantling method that can be easily attached to and detached from an existing power transmission tower, does not take up installation space, and can dismantle the power transmission tower efficiently.
[0004]
[Means for Solving the Problems]
In order to solve the above problems, in the first invention, in order to disassemble the power transmission tower T, in the steel tower dismantling bar device 1 which is sequentially removed from the upper parts of the four main pillars T1 and T2 in which the steel tower T is assembled. The mounting bracket 2 is attached to the lower main pillar T2 adjacent below the upper main pillar T1 to be removed, the base end of the mounting bracket 2 is pivotally supported, and upward along the upper main pillar T1. At least, the boom 3 is arranged at a height at which the upper main column member T1 can be suspended, and the middle of the boom 3 is fixed to the lower main column member T2 with the guide fitting 4, and the pulley 20 at the tip of the boom 3 is set. The hanging wire 5 is wound around the upper pillar, and the upper pillar is suspended by a winch. The upper pillar T1 is attached to the lower pillar T2, and the upper pillar T1 is suspended. Move to the lower main pillar adjacent to the lower Lower perform work, by repeating this, and so successively dismantling the transmission tower T from the top.
In the second invention, the middle of the boom 3 is fixed to the lower main pillar T2 with the guide fitting 4 and the upper main pillar T1 is suspended, and then the boom 3 is movable axially downward with the guide fitting 4. It was configured to be guided.
In the third aspect of the present invention, the guide fitting 4 is provided with a bolt 17 for tightening so as to grip around the boom 3, and the tightening is regulated by interposing a spacer 19 on the shaft, so that the movement of the boom 3 in the axial direction is prevented. Guided.
In the fourth invention, in the method for dismantling the power transmission tower T by sequentially removing the power transmission tower T from the upper parts of the four main pillars T1 constituting the power transmission tower T, the method is adjacent to below the upper main pillar T1 to be removed. The boom 3 is fixed to the lower main pole T2, the hanging wire 5 is hung around the pulley 20 at the tip of the boom 3, the upper main pole T1 is suspended by a winch, and then the lower main pole T2 is removed. To be targeted, the boom 3 is moved and fixed to the lower main pole T2 adjacent to the lower main pole T2, and the operation of hanging down the main pole T2 is repeated, and the power transmission tower T is sequentially dismantled from the top. A tower dismantling method was adopted.
[0005]
BEST MODE FOR CARRYING OUT THE INVENTION
An embodiment of the present invention will be described with reference to the drawings.
In FIG. 1 and FIG. 2, the power transmission tower T is provided with a rod device 1 on its main pillar T1 to disassemble the tower. The bed device 1 includes a mounting bracket 2 for mounting to the main pillar T1, a boom 3 erected on the mounting bracket 2, a guide bracket 4 for fixing the boom 3 and guiding movement. A hanging wire 5 for hanging used materials such as the main pillar T1 using the boom 3 is provided.
[0006]
As shown in FIG. 3 and FIG. 4, the mounting bracket 2 includes a backing plate 6 which forms a substantially right angle along the inside thereof so as to be mounted on a main pillar T2 which is an angle steel material. On both plate surfaces of the backing plate 6, three lateral bolt insertion slots 6a are provided vertically. A stop plate 8 for sandwiching both edges of the main pillar T1 with the backing plate 6 and fixing it with bolts 7 is connected to the backing plate 6. The stopper plate 8 is formed with a step which coincides with the surface of the main pillar T2 and the surface of the backing plate 6 so as to overlap both side edges of the main pillar T2 and the backing plate 6. A horizontal plate 9 is horizontally fixed inside the backing plate 6. An eye 10 is erected on the horizontal plate 9. A pair of support plates 11 facing each other at a distance in the horizontal direction are fixed to the lower surface of the horizontal plate 9 and the inner surface of the backing plate 6 in the vertical direction.
[0007]
As shown in FIGS. 1 and 2, the boom 3 is made of a steel pipe, and has a clevis 3 a at a lower end for pivotally supporting the eye 10 of the mounting bracket 2. A pulley 20 for hanging the hanging wire 5 is hung on the mounting piece 3b at the tip of the boom 3, and a pulley 21 for guiding the hanging wire 5 is provided on the lower mounting piece 3c. The mounting piece 3b is provided rotatably around the axis with respect to the boom 3 so that the main column members T1 and T2 can be tilted toward the inside of the steel tower, that is, the so-called rolling angle, and the position at which the suspension wire 5 is extended from the pulley 20 can be extended. Can be arranged on the back side of the boom 3 and the workability when the hanging wire 5 is fastened to the material can be considered. One end of the suspension wire 5 holds a material such as the upper main pillar T1 to be removed, and the other end is wound around a winch (not shown) installed on the ground.
[0008]
As shown in FIGS. 5 and 6, the guide fitting 4 is provided with a backing plate 12 that forms a substantially right angle along the inside of the guide fitting 4 in substantially the same manner as the mounting fitting 2, for attachment to the main pillar T <b> 1. The backing plate 12 is provided with two horizontal bolt insertion slots 12a at the top and bottom. The backing plate 12 is provided with a stopper plate 14 that overlaps with this and sandwiches both side edges of the main pillar T2 with the backing plate 12 and connects them with bolts 13. The stopper plate 14 is formed with a step which coincides with the surface of the main pillar T2 and the surface of the backing plate 12 so as to overlap both side edges of the main pillar T2. A receiving plate 16 that is curved in an arc-shaped cross section and that receives the side surface of the boom 3 is vertically fixed to the inside of the backing plate 12 via a pair of horizontal plates 15 that are provided at an interval vertically. A holding plate 18 having an arc-shaped cross section for holding the boom 3 is fixed to the receiving plate 16 with bolts 17. As shown in FIG. 7, a substantially U-shaped spacer 19 is fitted on the shaft of the bolt 17 in order to guide the boom 3 freely in the axial direction by widening the space between the receiving plate 16 and the holding plate 18. Can be combined.
[0009]
In this rod device 1, in order to sequentially remove from the upper one T1 of the upper and lower connected main pillars T1 and T2 constituting the power transmission tower T, a four-sided lower main pillar T2 forming the steel tower T is used. Attach to each. In the base device 1, first, the mounting bracket 2 is attached to the lower main column T2, the boom 3 is supported by the lower main column T2, and the guide metal 4 is mounted to the lower main column T2 to fix the boom 3. The mounting bracket 2 has the backing plate 6 applied to the inside of the lower main pillar T2, and the stopper plate 8 overlapped so as to straddle the backing plate 6 and both side edges of the lower main pillar T2. And tighten it. The clevis 3a of the boom 3 is pin-connected to the eye 10 of the mounting bracket 2. The guide metal fitting 4 applies the backing plate 12 to the inside of the lower main pillar T2, overlaps the stopper plate 14 so as to straddle the backing plate 12 and both edges of the lower main pillar T2, and inserts the bolt 13 into the elongated hole 12a. It is inserted and fastened and fixed to the lower main pillar T2. The guide fitting 4 is gripped by sandwiching the boom 3 between the receiving plate 16 and the holding plate 18 and tightening with the bolt 17.
[0010]
In the suspension work, first, the material such as the upper main pillar T1 or the oblique material attached thereto is tied to the suspension wire 5, then the material is detached from the steel tower T, and guided by the pulley 21 at the bottom, and the winch on the ground is Is operated to suspend the material in the ground space inside the tower T.
When the mounting piece 3b is provided rotatably about the axis of the boom 3, the mounting piece 3b is turned to place the pulley 20 on the back side of the boom 3 inclined by the rolling angle together with the main pillars T1 and T2. If it arrange | positions, since the hanging wire 5 will be paid out from the pulley 20 on the same side as the main pillar T1 with respect to the boom 3, workability | operativity when tying the hanging wire 5 to a material will become favorable. In this case, after the hanging wire 5 is tied to the material, the material is turned and arranged on the ventral side of the boom 3, and then the material is hung down in the same manner as above.
[0011]
When the upper main pillar T1 is suspended by the bar device 1, the bolts 7 of the mounting bracket 2 and the bolts 13 of the guide bracket 4 are loosened to remove the metal fittings 2 and 4, and the lower main pillar T2 is to be removed. For this purpose, the bar device 1 is moved to and attached to the lower main column T2 adjacent to the lower portion, and the operation of removing the upper main column T2 is performed in the same manner. These operations are performed on the four main pillars T1 and T on which the transmission tower T is assembled, and the transmission tower T is sequentially dismantled from the upper part to the lower part.
[0012]
At the time of shifting to the lower main pillar T2 of the rod device 1, the bolt 17 of the guide fitting 4 is loosened to widen the space between the receiving plate 16 and the holding plate 18, and the spacer 19 is attached to the shaft of the bolt 17 between them. And the bolts 17 are tightened again to fix the spacers 19 in advance. Then, the bolt 7 of the mounting bracket 2 is loosened while supporting the boom 3, the mounting bracket 2 is removed from the lower main pillar T2, and the boom 3 is moved to the lower main pillar T2 adjacent to the lower part of the mounting bracket 2. Then, it is fixed with the mounting bracket 2 and another new guide fitting 4 in the same manner as described above. At this time, the boom 3 is guided in the axial direction by the guide fitting 4, so that the boom 3 does not fall down and is less likely to shake laterally, so that the operation is safe and easy. The guide member 4 used to move the boom 3 is removed from the main pillar T2 after the boom 3 is moved. Thus, the two guide fittings 4 are used alternately.
[0013]
【The invention's effect】
As described above, the present invention can be easily attached to and detached from the power transmission tower, so that the installation position on the power transmission tower can be relatively easily changed from the upper part to the lower part. The transmission tower can be dismantled while hanging down on the inner ground space and moving downward. As a result, it is possible to save the installation space for the crane truck and the crane device on the ground and the working space such as the branch line for operating the bar device as in the related art, and have the effect that the demolition work can be performed efficiently. . In particular, it is most suitable for dismantling power transmission towers in places where it is difficult or inappropriate for a crane truck to enter or carry a crane.
[Brief description of the drawings]
FIG. 1 is a perspective view of a use state of a tower dismantling bar apparatus according to the present invention.
FIG. 2 is a front view in which a part of a rod device is omitted.
FIG. 3 is a perspective view of a mounting bracket.
FIG. 4 is a plan view of a mounting bracket.
FIG. 5 is a perspective view of a guide fitting.
FIG. 6 is a plan view of a guide fitting.
FIG. 7 is an exploded perspective view of a guide fitting.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Stand apparatus 2 Mounting bracket 3 Boom 4 Guide bracket 5 Hanging wire 6 Backing plate 8 Stop plate 12 Backing plate 14 Stop plate 16 Receiving plate 17 Bolt 18 Pressing plate 19 Spacer 20 Pulley 21 Pulley T Transmission tower T1 Upper main column T2 Lower pillar material

Claims (4)

送電鉄塔を解体するために、鉄塔を組む四方の主柱材の上部から順次取り外す鉄塔解体用台棒装置において、
取り外し対象である上部主柱材の下方に隣接する下部主柱材に取り付ける取付金具と、
この取付金具に基端部が枢支され、前記上部主柱材に沿って伸び、先端部が少なくとも上部主柱材を吊り下げ可能な高さ位置に至るブームと、
このブームの途上を前記下部主柱材に固定する着脱可能なガイド金具と、
一端がウインチへ係止され、中間が前記ブームの先端部の滑車に掛け回され、他端側がブームの先端部から昇降自在に垂下し、前記上部主柱材を吊り降ろす吊り下げワイヤとを具備し、
前記下部主柱材に取り付けて上部主柱材を吊り降ろした後、下部主柱材のさらに下方に隣接する下部主柱材に移動して、吊り降ろし作業を行い、これを繰り返して、送電鉄塔を上部から順次解体していくことを特徴とする鉄塔解体用台棒装置。
In order to dismantle the power transmission tower, in the steel tower dismantling bar device that is sequentially removed from the top of the four main pillars that make up the tower,
A mounting bracket to be attached to a lower main pillar material adjacent below the upper main pillar material to be removed,
A boom whose base end is pivotally supported by the mounting bracket, extends along the upper main column, and has a front end reaching a height position capable of suspending at least the upper main column,
A detachable guide fitting for fixing the middle of the boom to the lower main pillar,
One end is locked to the winch, the middle is hung around the pulley at the tip of the boom, the other end is suspended from the tip of the boom so as to be able to move up and down, and a hanging wire for hanging the upper main pillar is provided. And
After hanging down the upper main pillar material by attaching to the lower main pillar material, the lower main pillar material is moved to the lower main pillar material adjacent to the lower main pillar material, and the lower main pillar material is suspended, and the work is repeated. A bar device for dismantling steel towers, which is dismantled sequentially from the top.
前記ガイド金具は、前記ブームの途上を前記下部主柱材に固定する一方、上部主柱材を吊り降ろした後、ブームを下方に移動自在にガイドすることを特徴とする鉄塔解体用台棒装置。The guide metal fitting fixes the middle of the boom to the lower main column material, and after hanging down the upper main column material, guides the boom movably downward. . 前記ガイド金具には、前記ブーム周りを把持させるために締め付けるボルトと、このボルトの軸上に介在して締め込みを規制し、ブームを軸方向に移動自在に解放するスペーサとを具備することを特徴とする請求項2に記載の鉄塔組立用台棒装置。The guide fitting includes a bolt that is tightened to grip around the boom, and a spacer that is interposed on the shaft of the bolt to restrict tightening and release the boom so as to be movable in the axial direction. 3. The bar assembly for assembling a steel tower according to claim 2, wherein: 送電鉄塔を構成する四方の主柱材の上部から順次取り外して送電鉄塔を解体する鉄塔解体方法において、
取り外し対象である上部主柱材の下方に隣接する下部主柱材にブームを固定し、
このブームの先端部の滑車に吊り下げワイヤを掛け回してウインチで前記上部主柱材を吊り降ろし、
前記下部主柱材を取り外し対象とすべく、下部主柱材のさらに下方に隣接する下部主柱材にブームを移動させて固定し、
主柱材の吊り降ろし作業を繰り返して、送電鉄塔を上部から順次解体していくことを特徴とする鉄塔解体方法。
In the tower dismantling method of dismantling the transmission tower by sequentially removing from the top of the four main pillars constituting the transmission tower,
Fix the boom to the lower main column material adjacent below the upper main column material to be removed,
Hanging the hanging wire around the pulley at the tip of this boom, hanging down the upper main pillar with a winch,
In order to remove the lower main pillar, the boom is moved and fixed to the lower main pillar adjacent to the lower main pillar further below,
A method for dismantling a steel tower, comprising repeatedly dismantling a main pole material and sequentially disassembling a power transmission tower from an upper portion.
JP2002158872A 2002-05-31 2002-05-31 Steel tower device and steel tower dismantling method Expired - Fee Related JP3983107B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113374329A (en) * 2021-07-08 2021-09-10 重庆科技学院 Cross oblique material double-limb connecting node and power transmission tower angle steel connecting structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113374329A (en) * 2021-07-08 2021-09-10 重庆科技学院 Cross oblique material double-limb connecting node and power transmission tower angle steel connecting structure

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