JP2003304628A - Method for building temporary electrification pole - Google Patents

Method for building temporary electrification pole

Info

Publication number
JP2003304628A
JP2003304628A JP2002103525A JP2002103525A JP2003304628A JP 2003304628 A JP2003304628 A JP 2003304628A JP 2002103525 A JP2002103525 A JP 2002103525A JP 2002103525 A JP2002103525 A JP 2002103525A JP 2003304628 A JP2003304628 A JP 2003304628A
Authority
JP
Japan
Prior art keywords
tube
pipe
temporary
pipe body
electrification
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.)
Pending
Application number
JP2002103525A
Other languages
Japanese (ja)
Inventor
Masayuki Ichijo
昌幸 一條
Kenji Habaguchi
堅二 幅口
Yoshibumi Satoshiro
義文 里城
Koichi Yamamoto
幸一 山本
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.)
Hokkaido Railway Co
Original Assignee
Hokkaido Railway Co
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Hokkaido Railway Co filed Critical Hokkaido Railway Co
Priority to JP2002103525A priority Critical patent/JP2003304628A/en
Publication of JP2003304628A publication Critical patent/JP2003304628A/en
Pending legal-status Critical Current

Links

Landscapes

  • Suspension Of Electric Lines Or Cables (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a method for building a temporary electrification pole, which can shorten the time of restoration works for building the temporary electrification pole to one fourth of a conventional method, thus enabling a train to promptly restart to run, is enhanced in workability, without being influenced by the situation of an accident site, and reduced in cost. <P>SOLUTION: The temporary electrification pole A is constituted of an insertion pipe body 1 inserted into a buried pipe that is a broken part of an existing electrification pole, and a turnable rising pipe body 5 connected to the insertion pipe body 1. The rising pipe body 5 is constituted of a lower pipe 6 and an upper pipe 12. The insertion pipe body 1 is inserted to the buried pipe by several workers. The lower pipe 6 is connected to the insertion pipe body 1 by a connecting pin in a state of falling down over the ground, and the upper pipe 12 is connected to the lower pipe 6. Subsequently, the rising pipe body 5 is raised pivoted at the connecting pin using a traction rope, and the insertion pipe body 1 and the rising pipe body 5 are fastened with bolts and nuts. <P>COPYRIGHT: (C)2004,JPO

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、電化柱が列車事故
や踏切事故等で折損した場合に、電車線路設備を速やか
に復旧するための仮設電化柱の建植工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing a temporary electrified pillar for promptly recovering a train track facility when the electrified pillar is broken due to a train accident, a railroad crossing accident, or the like.

【0002】[0002]

【従来の技術】電気車施設を構成し、線路に沿って所定
間隔で地盤に立設した電化柱はトロリ線、吊架線、ブラ
ケット、碍子、ハンガー等からなる電車線路設備を支持
するもので、電化柱は鉄筋コンクリート製中空管により
構成してあるが、列車事故や踏切事故等の際の衝撃で折
損する場合が生じる。電化柱が折損した場合当然列車の
運行が停止することになるため、その速やかな普及が望
まれるが、従来は以下の工法でその復旧工事を行ってい
る。先ず、折損した電化柱の約2mの近傍に深さ約20
0cm、穴径約100cmの基礎穴を掘削する。但し、
この掘削作業に掘削機を用いると線路に沿って埋設した
ケーブル等を損傷する恐れがあるので、2〜3人の作業
者による人力によって行う。次に、掘削作業に並行して
に運搬してきた電化柱を基礎穴にクレーン車を用いて建
植し、架設の電化柱とする。最後に、建植した仮設電化
柱に電車線路設備を支持させる。
2. Description of the Related Art An electric pole that constitutes an electric vehicle facility and stands upright on the ground at a predetermined interval along a railroad track supports train track equipment including trolley wires, suspension wires, brackets, insulators, hangers, etc. The electrification column is composed of a reinforced concrete hollow tube, but it may break due to the impact of a train accident or railroad crossing accident. If the electrification pole breaks, train operation will of course be stopped, so it is hoped that it will spread quickly, but in the past, restoration work has been performed using the following construction methods. First, a depth of about 20 m
A base hole having a diameter of 0 cm and a hole diameter of about 100 cm is excavated. However,
If an excavator is used for this excavation work, the cables and the like buried along the track may be damaged. Next, the electrified poles that were transported in parallel with the excavation work are planted in the foundation holes using a crane truck to make the electrified poles for erection. Lastly, the train track equipment is supported by the built-in temporary electrification poles.

【0003】[0003]

【発明が解決しようとする課題】上述したように列車の
速やかな運行再開のためには、復旧工事を迅速に行うこ
とが望まれるが、従来の復旧工事の工法には以下の欠点
がある。第1に、基礎穴の掘削作業は人力によって行う
ため、地質も関係するが約4時間は要することである。
第2に、電化柱を建植するのにクレーン車を用いるが、
事故現場の状況、例えば地形による作業車の乗り入れの
難易さ、周囲の架線の有無によるクレーン車のアームの
旋回容易性等によって作業車が円滑に作業できないこと
である。このため、従来の経験では復旧作業に約4時間
30分は要していることである。第3に、電化柱の運搬
費及び作業車の稼働費が掛ることである。
As described above, in order to promptly restart the operation of the train, it is desired to perform restoration work promptly, but the conventional construction method for restoration work has the following drawbacks. Firstly, since excavation work for foundation holes is performed manually, it takes about 4 hours although the geology is also involved.
Second, a crane truck is used to build electrified poles,
The situation is that the work vehicle cannot work smoothly due to the situation of the accident site, for example, the difficulty of getting in the work vehicle due to the terrain, the easiness of turning of the arm of the crane vehicle depending on the presence or absence of an overhead wire, and the like. For this reason, in the conventional experience, it takes about 4 hours and 30 minutes for the recovery work. Thirdly, the cost of transporting electrified poles and the cost of operating work vehicles are required.

【0004】本発明は上述した従来技術の諸欠点に鑑み
なされたもので、仮設電化柱を建植する復旧作業に要す
る時間を従来工法の約4分の1に短縮することができる
ので、列車の運行を速やかに再開できるし、事故現場に
状況に影響されずに施工することができるので作業性に
優れており、また電化柱の運搬費や作業車の稼働費を節
減することができる仮設電化柱の建植工法を提供するこ
とを目的とする。
The present invention has been made in view of the above-mentioned drawbacks of the prior art. Since the time required for the restoration work for constructing the temporary electrified poles can be shortened to about 1/4 of the conventional method, the train It is possible to quickly restart the operation of the vehicle and to construct it at the accident site without being affected by the situation, so it has excellent workability, and it is also a temporary facility that can reduce the transportation cost of electrified poles and the operating cost of work vehicles. The purpose is to provide a method of building and planting electrified columns.

【0005】[0005]

【課題を解決するための手段】上述した課題を解決する
ために構成された本発明の手段は、鉄筋コンクリート製
中空管からなる既設電化柱の折損残存部である埋設管部
に仮設電化柱を建植する工法であって、該仮設電化柱は
挿入管体と、該挿入管体の上端に連結されて回動可能な
起立管体とから構成し、前記挿入管体は前記埋設管部に
挿入固定し、前記起立管体を倒伏した状態で該挿入管体
の上端に連結した後起立させ、該挿入管体と起立管体を
結合する方法からなる。
[Means for Solving the Problems] The means of the present invention configured to solve the above-mentioned problems is to provide a temporary electrification column to an embedded pipe part which is a remaining portion of an existing electrification column made of a reinforced concrete hollow pipe. A method of building a plant, wherein the temporary electrification pole is composed of an insertion pipe body and a standing pipe body which is connected to an upper end of the insertion pipe body and is rotatable, and the insertion pipe body is attached to the buried pipe portion. The method comprises inserting and fixing, and connecting the standing tube to the upper end of the standing tube in a lying state and then standing up, and connecting the standing tube to the standing tube.

【0006】そして、前記仮設電化柱は上端に固定接合
部を設けた挿入管体と、前記固定接合部に連結ピンを介
して連結される可動接合部を下端に有し、該挿入管体と
回動可能に連結する起立管体とから構成し、前記挿入管
体を前記植設管体に挿入固定し、該挿入管体の固定接合
板に前記起立管体を倒伏した状態で可動接合板をピン結
合し、次に該連結ピンを支点に該起立管体を起立させ、
最後に該柱状管体を挿入管体に結合するようにするとよ
い。
The temporary electrification pole has an insertion tube body having a fixed joint portion at the upper end and a movable joint portion connected to the fixed joint portion through a connecting pin at the lower end. A movable joint plate which is composed of a standing pipe body that is rotatably connected, the insertion pipe body is inserted and fixed to the implantation pipe body, and the standing pipe body is laid down on a fixed joint plate of the insertion pipe body. , And then erect the standing tube with the connecting pin as a fulcrum,
Finally, the columnar tube may be connected to the insertion tube.

【0007】また、前記挿入管体を構成する挿入管部の
上端に、固定板と、該固定板にピン結合した可動板と、
該可動板に突設した管体支持筒とからなる管支持部を固
着し、該管支持部の管体支持筒に前記起立管体を挿嵌固
定するようにしてもよい。
Further, a fixed plate and a movable plate pin-coupled to the fixed plate are provided at the upper end of the insertion pipe portion constituting the insertion pipe body.
It is also possible to fix a tube support portion composed of a tube support tube protrudingly provided on the movable plate, and insert and fix the standing tube into the tube support tube of the tube support portion.

【0008】更に、前記起立管体は軸方向に複数の分割
体に構成するとよい。
Further, it is preferable that the standing tube body is constituted by a plurality of divided bodies in the axial direction.

【0009】[0009]

【発明の実施の形態】以下、本発明の実施の形態を図面
に基づき詳述する。図1乃至図8は第1の実施の形態を
示す。先ず全長を約920cmに設定してある仮設電化
柱Aについて説明する。図において、1は該仮設電化柱
Aを構成する挿入管体で、該挿入管体1は仮設電化柱A
の全長の約4分の1強の約220cmの長さで、直径は
後述する埋設管部54内に挿入可能な寸法に設定した鋼
管からなる挿入管部2と、該挿入管部2の上端に突き当
て溶接した固定接合板3と、、該固定接合板3と挿入管
部2に溶接した複数の補強リブ4、4、・・・とから構
成してある。そして、固定接合板3は、図6に示すよう
に平面略台形状に形成した鋼板からなる基板3Aと、該
基板3Aの中央に形成した抜き穴3Bと、該抜き穴3A
の外周に穿設したボルト挿通穴3C、3C、・・・と、
基板3Aの直線縁に所定離間で固着した複数のピン挿通
管3D、3D、・・とから構成してある。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described in detail below with reference to the drawings. 1 to 8 show a first embodiment. First, the temporary electrification pole A whose total length is set to about 920 cm will be described. In the figure, reference numeral 1 denotes an insertion pipe body that constitutes the temporary electrification pole A, and the insertion pipe body 1 is a temporary electrification pole A.
The length of about 220 cm, which is a little more than a quarter of the total length, and the diameter of the insertion pipe portion 2 made of a steel pipe set to a size that can be inserted into the buried pipe portion 54 described later, and the upper end of the insertion pipe portion 2. It is composed of a fixed joint plate 3 butt-welded to and a plurality of reinforcing ribs 4, 4, ... Welded to the fixed joint plate 3 and the insertion pipe portion 2. As shown in FIG. 6, the fixed joining plate 3 includes a substrate 3A made of a steel plate formed in a substantially trapezoidal plane, a hole 3B formed in the center of the substrate 3A, and the hole 3A.
Bolt insertion holes 3C, 3C, ...
It is composed of a plurality of pin insertion tubes 3D, 3D, ...

【0010】5は前記挿入管体1に連結して立設する起
立管体を示す。6は該起立管体5を構成し、長さ約30
0cmに設定した下側管部で、該下側管部6は鋼管から
なる管本体7と、該管本体7の下端に固着した可動接合
板8と、管本体7の上端に固着したフランジ9と、該フ
ランジ9及び可動接合板8を管本体7に夫々固定する補
強リブ10、10、・・とから構成してある。そして、
可動接合板8は略半楕円形の基板8Aと、該基板8Aの
中央に形成した抜き穴8Bと、該抜き穴8Aの外周に穿
設したボルト挿通穴8C、8C、・・・と、基板8Aの
直線縁に所定離間で固着した複数のピン挿通管8D、8
Dとから構成してあり、ピン挿通管8Dを固定接合板3
のピン挿通管3D、3D、・・と同軸状に嵌合し、連結
ピン11を挿通することにより下側管部6は挿入管体1
と回動可能に連結される。
Reference numeral 5 denotes a standing tube which is connected to the insertion tube 1 and stands upright. 6 constitutes the standing tube body 5 and has a length of about 30
With the lower pipe portion set to 0 cm, the lower pipe portion 6 is a pipe main body 7 made of a steel pipe, a movable joining plate 8 fixed to the lower end of the pipe main body 7, and a flange 9 fixed to the upper end of the pipe main body 7. , And reinforcing ribs 10, 10, ... For fixing the flange 9 and the movable joint plate 8 to the pipe body 7, respectively. And
The movable joining plate 8 includes a substrate 8A having a substantially semi-elliptical shape, a hole 8B formed in the center of the substrate 8A, and bolt insertion holes 8C, 8C, ... A plurality of pin insertion tubes 8D, 8 fixed to the straight edge of 8A at a predetermined distance.
And the pin insertion tube 8D is fixed to the fixed joint plate 3
, The lower tube portion 6 is inserted into the insertion tube body 1 by coaxially fitting the pin insertion tubes 3D, 3D, ...
Is rotatably connected with.

【0011】12は前記下側管部6に着脱可能に連結す
る長さ約400cmの上側管部を示し、該上側管部12
は上端を閉塞した鋼管からなる管本体13と、該管本体
13の下端に固着したフランジ14と、管本体13の上
端側に設けた複数の吊り環15、15、・・とから構成
してある。
Reference numeral 12 denotes an upper pipe portion having a length of about 400 cm which is detachably connected to the lower pipe portion 6.
Is composed of a pipe main body 13 made of a steel pipe with its upper end closed, a flange 14 fixed to the lower end of the pipe main body 13, and a plurality of suspension rings 15, 15 provided on the upper end side of the pipe main body 13. is there.

【0012】かくして、実施の形態の仮設電化柱Aは挿
入管体1と連結ピン11を介して着脱可能、かつ回動可
能に連結する起立管体5とから構成してあり、かつ起立
管体5は軸方向に2分割し、ボルト・ナット16、1
6、・・により連結する下側管部6と上側管部12とか
ら構成してある。
Thus, the temporary electrification pole A of the embodiment is composed of the insertion tube 1 and the upright tube 5 which is detachably and rotatably connected via the connecting pin 11, and is also upright. 5 is divided into two in the axial direction, and bolts and nuts 16 and 1
It is composed of a lower pipe portion 6 and an upper pipe portion 12 which are connected by 6, ...

【0013】次に、上述の構成からなる仮設電化柱Aの
建植工法について説明する。踏切事故の際の衝撃を受け
た鉄筋コンクリート製の既設電化柱51は地上から突出
する部分で折損することが多く、図2に示すように折損
した既設電化柱51はコンクリートは破壊されている
が、鉄筋52、52、・・・は折れ曲がった状態になっ
ている。先ずこの鉄筋52を切断する作業を行って倒壊
した上側管部53を折損残存部である埋設管部54から
分離する。また、埋設管部54の折損口54Aに凹凸が
ある場合はハンマー等で叩打して略平面状に均しておく
とよい。そして、埋設管部54の内径深さをメジャーで
計測し、挿入管体1の挿入可能な深さを確認する。
Next, a method for building and planting the temporary electrified pillar A having the above-mentioned structure will be described. The existing electrified pillars 51 made of reinforced concrete that have been impacted at the time of a railroad crossing accident often break at a portion protruding from the ground, and as shown in FIG. The rebars 52, 52, ... Are bent. First, a work of cutting the reinforcing bar 52 is performed to separate the collapsed upper side pipe portion 53 from the buried pipe portion 54 which is the broken remaining portion. In addition, when the breakage opening 54A of the buried pipe portion 54 has irregularities, it is preferable to hit it with a hammer or the like and make it flat in a substantially flat shape. Then, the inner diameter depth of the embedded pipe portion 54 is measured with a measure to confirm the insertable depth of the insertion pipe body 1.

【0014】次に、図4に示すように、仮設電化柱Aの
挿入管体1を2名の作業員で押上げ、他の作業員は固定
接合板3に牽引ロープ17を係止して他方から引上げて
挿入管体1を起立させて埋設管部54の中空部54B内
に挿入する。そして、挿入管体1と埋設管部54の隙間
に適宜の数の楔イ、イ、・・を打ち込み、挿入管体1を
埋設管部54に強固に固定する(図5参照)。次に、下
側管部6を地面に寝せた状態にして可動接合板8を挿入
管体1の固定接合板3に連結ピン11で連結し、また下
側管部6のフランジ9と上側管部12のフランジ13を
衝合してボルト・ナット16、16、・・・により締着
して連結することにより起立管体5を組み上げる。この
際に、牽引ロープ17を上側管体12の吊り環15、1
5に挿通してその両端側を垂らしておく。
Next, as shown in FIG. 4, the insertion tube 1 of the temporary electrification pole A is pushed up by two workers, and the other workers lock the tow rope 17 on the fixed joint plate 3. The insertion pipe body 1 is pulled up from the other side to stand up and inserted into the hollow portion 54B of the embedded pipe portion 54. Then, an appropriate number of wedges a, a ... Is driven into the gap between the insertion pipe body 1 and the embedded pipe portion 54 to firmly fix the insertion pipe body 1 to the embedded pipe portion 54 (see FIG. 5). Next, with the lower pipe portion 6 lying on the ground, the movable joint plate 8 is connected to the fixed joint plate 3 of the insertion pipe body 1 by the connecting pin 11, and the flange 9 of the lower pipe portion 6 and the upper side are connected. The upright tube body 5 is assembled by abutting the flange 13 of the tube portion 12 and tightening and connecting with the bolts / nuts 16, 16, .... At this time, the tow rope 17 is attached to the suspension rings 15 and 1 of the upper pipe body 12.
Insert through 5 and hang both ends.

【0015】しかる後、3名程度の作業員で起立管体5
を持ち上げ、脚立等の適宜の支持体19に一旦係止して
斜めの状態に支持させ、この状態から作業員は牽引ロー
プ17を引いて起立管体5を直立状態になるまで引き起
こす。完全に起立して固定接合板3と可動接合板8が衝
合したら、図示しないボルト・ナットを締着して固定す
ることにより、仮設電化柱Aの建植作業が完了する。
Then, the standing pipe body 5 was formed by about three workers.
Is lifted and is temporarily locked to an appropriate support 19 such as a stepladder to be supported in an oblique state, and from this state, the worker pulls the tow rope 17 and raises the standing tube 5 until it stands upright. When the fixed joint plate 3 and the movable joint plate 8 abut against each other completely, the bolts and nuts (not shown) are fastened and fixed to complete the work for planting the temporary electrified pole A.

【0016】本実施の形態は上述の工程からなり、従来
技術のように新たに基礎穴を掘削する必要がないから、
これに要する約4時間の作業時間を不要にできる。ま
た、仮設電化柱Aを構成する挿入管体1は起立管体5か
ら分離して構成したから、挿入管体1を埋設管部54に
挿入立設する作業を容易に行うことができる。更に、起
立管体5は下側管部6と上側管部12の分割体に構成し
たから、事故現場への運搬にロングボデーのトラックを
用いる必要がないので、運搬費の節減と運搬時間の短縮
が可能である。そして、仮設電化柱Aは3分割に構成し
たから、クレーン車を使用しないで作業員だけで建植す
ることができる。かくして、電化柱を建植する従来の工
法と比較して復旧に要する時間を約4分の1に短縮でき
るし、費用も大幅に節減することができる。
This embodiment comprises the above-mentioned steps, and there is no need to newly drill a foundation hole as in the prior art,
The work time of about 4 hours required for this can be eliminated. Further, since the insertion pipe body 1 forming the temporary electrification pillar A is configured separately from the standing pipe body 5, the work of inserting and standing the insertion pipe body 1 into the embedded pipe portion 54 can be easily performed. Furthermore, since the standing pipe body 5 is configured as a divided body of the lower pipe portion 6 and the upper pipe portion 12, it is not necessary to use a long body truck for transportation to the accident site, so that transportation cost can be saved and transportation time can be saved. It can be shortened. Since the temporary electrified pole A is divided into three parts, it can be planted only by the worker without using a crane vehicle. As a result, the time required for restoration can be shortened to about one-fourth as compared with the conventional method of building electrified columns, and the cost can be significantly reduced.

【0017】なお、本実施の形態では仮設電化柱Aに鋼
管を用いたが、繊維強化プラスチック(FRP)製中空
管を用いてもよい。
Although the steel tube is used for the temporary electrification pillar A in the present embodiment, a hollow tube made of fiber reinforced plastic (FRP) may be used.

【0018】図9は第2の本実施の形態を示す。なお、
本実施の形態において、上述した第1の実施の形態の構
成要素と同一の構成要素には同一の符号を付して援用
し、その説明を省略する。図において、21は挿入管体
で、該挿入管体21は挿入管部2と、該挿入管部2の上
端に設けた管支持部22とから構成してある。ここで、
該管支持部22は挿入管部2の上端に溶接により固着
し、リブ22A、22A、・・により補強した固定板2
2Bと、該固定板22Bに連結ピン22Cを介して回動
可能に連結した可動板22Dと、該可動板22Dの上面
に突設し、リブ22E、22E、・・により補強した中
空管からなる管体支持筒22Fと、該管体支持筒22F
に周方向に離間して穿設した複数のボルト穴(図示せ
ず。)とから構成してある。そして、該ボルト穴には締
付ボルト23、23、・・が螺合してある。
FIG. 9 shows the second embodiment. In addition,
In the present embodiment, the same components as those of the first embodiment described above are designated by the same reference numerals, and the description thereof is omitted. In the figure, reference numeral 21 denotes an insertion pipe body, and the insertion pipe body 21 is composed of an insertion pipe portion 2 and a pipe support portion 22 provided at an upper end of the insertion pipe portion 2. here,
The pipe support portion 22 is fixed to the upper end of the insertion pipe portion 2 by welding, and is fixed by the ribs 22A, 22A, ...
2B, a movable plate 22D that is rotatably connected to the fixed plate 22B through a connecting pin 22C, and a hollow tube that is provided on the upper surface of the movable plate 22D so as to project and is reinforced by ribs 22E, 22E ,. And a tubular body support cylinder 22F
And a plurality of bolt holes (not shown) that are spaced apart in the circumferential direction. The tightening bolts 23, 23, ... Are screwed into the bolt holes.

【0019】また、24は本実施の形態の起立管体を示
す。25は該起立管体24を構成する下側管部で、該下
側管部25は第1の実施の形態の下側管部6と異なり、
管本体26と、該管本体26の上端に固着したフランジ
9とから構成してあり、第1の実施の形態の下側管部6
の可動接合板8及び補強リブ10、10、・・は設けて
いない。
Reference numeral 24 shows the standing tube body of this embodiment. Reference numeral 25 denotes a lower tube portion that constitutes the standing tube body 24. The lower tube portion 25 is different from the lower tube portion 6 of the first embodiment,
The pipe main body 26 and the flange 9 fixed to the upper end of the pipe main body 26 are provided, and the lower pipe portion 6 of the first embodiment is formed.
The movable joint plate 8 and the reinforcing ribs 10, 10, ... Are not provided.

【0020】上述の構成からなる本実施の形態では、挿
入管体21は第1の実施の形態と同様にして埋設管部5
4に挿入固定する。次に、可動板22Dを略垂直状態に
し、管体支持筒22Fに下側管部25の管本体26下端
側を挿入し、締付ボルト23、23、・・・により強固
に固定する。この後の起立管体24を立設する作業工程
は、第1の実施の形態と基本的に異なるところはない。
しかし、本実施の形態によれば、挿入管体21に固着し
た固定板22Bに予めピン結合した可動板22Dに起立
管体24を連結する構成にしたから、面倒な軸芯合わせ
を行うことなく挿入管体21に起立管体24を連結する
ことができる。
In the present embodiment having the above-mentioned configuration, the insertion pipe body 21 has the embedded pipe portion 5 similar to that of the first embodiment.
Insert in 4 and fix. Next, the movable plate 22D is set in a substantially vertical state, the lower end side of the pipe main body 26 of the lower pipe portion 25 is inserted into the pipe body support cylinder 22F, and it is firmly fixed with the tightening bolts 23, 23, .... The subsequent working process of standing the standing pipe 24 is basically the same as that of the first embodiment.
However, according to the present embodiment, since the standing tube body 24 is connected to the movable plate 22D which is pin-connected to the fixed plate 22B fixed to the insertion tube body 21 in advance, the troublesome axial center alignment is not performed. The upright tube 24 can be connected to the insertion tube 21.

【0021】[0021]

【発明の効果】本発明は以上詳述した如く構成したか
ら、下記の諸効果を奏する。 (1)仮設電化柱を建植する復旧作業に要する時間を従
来工法の約4分の1に短縮することができるから、列車
の運行を速やかに再開することができる。 (2)仮設電化柱は、少なくとも挿入管体と起立管体に
分割し、起立管体は連結ピンにより連結する構成にした
から、重機を使用せずに作業員だけで建植することがで
きる。 (3)作業車を使用しないから、事故現場に状況に影響
されずに施工することができるので作業性に優れてい
る。 (4)仮設電化柱は分割体に構成したから、運搬費や作
業車の稼働費を節減することができる。
Since the present invention is constructed as described above in detail, it has the following effects. (1) The time required for the restoration work for building temporary electrified poles can be shortened to about one-fourth that of the conventional method, so that the train operation can be restarted promptly. (2) Since the temporary electrification pillar is divided into at least the insertion tube and the standing tube, and the standing tube is connected by the connecting pin, it can be planted only by the worker without using heavy equipment. . (3) Since the work vehicle is not used, the work can be performed at the accident site without being affected by the situation, which is excellent in workability. (4) Since the temporary electrification pillar is configured as a divided body, it is possible to reduce transportation costs and operating costs of the work vehicle.

【図面の簡単な説明】[Brief description of drawings]

【図1】図1乃至図8は本発明の第1の実施の形態に係
り、図1は仮設電化柱の全体構成図である。
1 to 8 relate to a first embodiment of the present invention, and FIG. 1 is an overall configuration diagram of a temporary electrification pole.

【図2】既設電化柱の折損状態を示す説明図である。FIG. 2 is an explanatory diagram showing a broken state of an existing electrification pole.

【図3】既設電化柱の埋設管部の説明図である。FIG. 3 is an explanatory diagram of a buried pipe portion of an existing electrification pillar.

【図4】挿入管体を埋設管部に挿設する作業の説明図で
ある。
FIG. 4 is an explanatory view of an operation of inserting the insertion tube body into the embedded tube portion.

【図5】埋設管部に挿入管体を固定する作業の説明図で
ある。
FIG. 5 is an explanatory diagram of a work of fixing the insertion pipe body to the embedded pipe portion.

【図6】挿入管体に起立管体を連結した状態の説明図で
ある。
FIG. 6 is an explanatory view of a state in which the upright tube is connected to the insertion tube.

【図7】起立管体の引起こし前に一旦傾斜させた状態の
説明図である。
FIG. 7 is an explanatory view of a state in which the standing tube is once tilted before being raised.

【図8】起立管体を建植した状態の説明図である。FIG. 8 is an explanatory diagram showing a state in which a standing pipe is planted.

【図9】第2の実施の形態に係る仮設電化柱の要部拡大
図である。
FIG. 9 is an enlarged view of a main part of a temporary electrification pole according to a second embodiment.

【符号の説明】[Explanation of symbols]

1、21 挿入管体 2 挿入管部 3 固定接合板 5、24 起立管体 8 可動接合板 11 連結ピン 22 管支持部 22B 固定板 22C 連結ピン 22D 可動板 22F 管体支持筒 51 既設電化柱 54 埋設管部 A 仮設電化柱 1,21 insertion tube 2 Insertion tube 3 fixed joint plate 5, 24 Standing tube 8 movable joint plates 11 connecting pin 22 Pipe support 22B fixed plate 22C connecting pin 22D movable plate 22F Tube support tube 51 Existing electrification pole 54 Buried pipe section A temporary electrification pillar

───────────────────────────────────────────────────── フロントページの続き (72)発明者 里城 義文 札幌市中央区北11条西15丁目1番1号 北 海道旅客鉄道株式会社内 (72)発明者 山本 幸一 札幌市中央区北11条西15丁目1番1号 北 海道旅客鉄道株式会社内 Fターム(参考) 5G367 AA02 AA06    ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Yoshifumi Sato             15-1-1 North, Article 11 West, Chuo-ku, Sapporo-shi             Kaido Passenger Railway Co., Ltd. (72) Inventor Koichi Yamamoto             15-1-1 North, Article 11 West, Chuo-ku, Sapporo-shi             Kaido Passenger Railway Co., Ltd. F-term (reference) 5G367 AA02 AA06

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 鉄筋コンクリート製中空管からなる既設
電化柱の折損残存部である埋設管部に仮設電化柱を建植
する工法であって、該仮設電化柱は挿入管体と、該挿入
管体の上端に連結されて回動可能な起立管体とから構成
し、前記挿入管体を前記埋設管部に挿入固定し、前記起
立管体は倒伏した状態で該挿入管体の上端に連結した後
起立させ、該挿入管体と起立管体を結合してなる仮設電
化柱の建植工法。
1. A method for constructing a temporary electrification pole in a buried pipe portion, which is a breakage remaining portion of an existing electrification pillar made of a reinforced concrete hollow pipe, wherein the temporary electrification pole is an insertion pipe body and the insertion pipe. The insertion tube is inserted into and fixed to the embedded tube portion, and is connected to the upper end of the insertion tube while being connected to the upper end of the body and rotatable. After that, the construction method of the temporary electrification pillar is constructed by standing up and connecting the insertion tube and the upright tube.
【請求項2】 前記仮設電化柱は上端に固定接合部を設
けた挿入管体と、前記固定接合部に連結ピンを介して連
結される可動接合部を下端に有し、該挿入管体と回動可
能に連結する起立管体とから構成し、前記挿入管体を前
記埋設管部に挿入固定し、該挿入管体の固定接合部に前
記起立管体を倒伏した状態で可動接合部をピン結合し、
次に該連結ピンを支点に該起立管体を起立させ、最後に
該柱状管体を挿入管体に結合するようにしたことを特徴
とする請求項1記載の仮設電化柱の建植工法。
2. The temporary electrification column has an insertion tube body having a fixed joint portion at an upper end and a movable joint portion connected to the fixed joint portion through a connecting pin at a lower end, and the insertion tube body is And a movable joint portion in which the standing pipe body is laid down on the fixed joint portion of the insertion pipe body. Pin coupled,
The method for constructing a temporary electrified pole according to claim 1, wherein the standing tube is erected with the connecting pin as a fulcrum, and the columnar tube is finally connected to the insertion tube.
【請求項3】 前記挿入管体を構成する挿入管部の上端
に、固定板と、該固定板にピン結合した可動板と、該可
動板に突設した管体支持筒とからなる管支持部を固着
し、該管支持部の管体支持筒に前記起立管体を挿嵌固定
するようにしたことを特徴とする請求項1記載の仮設電
化柱の建植工法。
3. A tube support comprising a fixed plate, a movable plate pin-coupled to the fixed plate, and a tube support cylinder projecting from the movable plate at the upper end of the insertion tube portion constituting the insertion tube. 2. The method for constructing a temporary electrified pole according to claim 1, wherein the portion is fixed, and the standing pipe is inserted and fixed in the pipe support cylinder of the pipe support.
【請求項4】 前記起立管体は軸方向に複数の分割体に
構成してあることを特徴とする請求項1又は2記載の仮
設電化柱の建植工法。
4. The method for constructing a temporary electrified pole according to claim 1, wherein the standing tube is formed into a plurality of divided bodies in the axial direction.
JP2002103525A 2002-04-05 2002-04-05 Method for building temporary electrification pole Pending JP2003304628A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002103525A JP2003304628A (en) 2002-04-05 2002-04-05 Method for building temporary electrification pole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002103525A JP2003304628A (en) 2002-04-05 2002-04-05 Method for building temporary electrification pole

Publications (1)

Publication Number Publication Date
JP2003304628A true JP2003304628A (en) 2003-10-24

Family

ID=29389300

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002103525A Pending JP2003304628A (en) 2002-04-05 2002-04-05 Method for building temporary electrification pole

Country Status (1)

Country Link
JP (1) JP2003304628A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008184884A (en) * 2007-01-31 2008-08-14 East Japan Railway Co Foundation steel pipe material for supporting electric traction and its manufacturing method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008184884A (en) * 2007-01-31 2008-08-14 East Japan Railway Co Foundation steel pipe material for supporting electric traction and its manufacturing method

Similar Documents

Publication Publication Date Title
JP3211673B2 (en) Simple temporary bridge temporary pier construction method
JP6681148B2 (en) Bridge construction method, pillars and guide means used in the bridge construction method
KR20090100867A (en) The method construction work and unit metal tubing constructing system for the road underground driveway
JP6387321B2 (en) How to build a bridge
KR100538272B1 (en) The methods of trenchless underway construction using pre-cast assembly concrete box
CN111894040A (en) Construction method of assembled working well
JP6416474B2 (en) Structure construction method and support device
JP2008101467A (en) Rockfall preventive fence
CN206987509U (en) Supply line&#39;s electric pole plants lever apparatus
KR101095957B1 (en) Structure of bridge shaped road sign and construction method thereof
CN105986578A (en) Ejecting pipe construction method of roadside tubular underground garage
JP4108690B2 (en) Rock fall prevention fence
JP6428014B2 (en) Construction method of back strut
JP2003304628A (en) Method for building temporary electrification pole
CN207469303U (en) A kind of removable assembled template peace tears operating system open
KR20180057769A (en) Apparatus for a mold for joint part between case in place uper end of pile and rear bridge for monopile construnction
KR100509707B1 (en) None open cut tunnelling of arch type with hume pipe and con&#39;c rib
CN108560566A (en) The recyclable steel pipe column of combined type and its method for supporting deep foundation pit
CN107327307A (en) A kind of internal model steel pipe support integral slipping method and structure
CN210950215U (en) Water pipe support frame for crossing road
JP3641783B2 (en) Rigidity suppression steel pipe pile head rigid binding material
CN208517947U (en) Steel pipe column can be recycled in combined type
JP2005240534A (en) Steel-pipe temporary-equipment construction method
KR102454814B1 (en) Sheathing hypothesis for the construction of structures and simplicity hypothesis in a low drilling deep way
JP2009084864A (en) Rock fall-cum-avalanche prevention facility

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20050331

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20070501

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20070626

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20070827

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20080226