JPH0757049B2 - Electric wire protective scaffolding and installation method - Google Patents

Electric wire protective scaffolding and installation method

Info

Publication number
JPH0757049B2
JPH0757049B2 JP16795890A JP16795890A JPH0757049B2 JP H0757049 B2 JPH0757049 B2 JP H0757049B2 JP 16795890 A JP16795890 A JP 16795890A JP 16795890 A JP16795890 A JP 16795890A JP H0757049 B2 JPH0757049 B2 JP H0757049B2
Authority
JP
Japan
Prior art keywords
iron
pillar
base plate
columns
single pipe
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.)
Expired - Fee Related
Application number
JP16795890A
Other languages
Japanese (ja)
Other versions
JPH0458709A (en
Inventor
清之 斉藤
猛 明堂
克久 細木
隆己 高田
彦一 山井
牧夫 河井
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.)
Kansai Electric Power Co Inc
Original Assignee
Kansai Electric Power Co Inc
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 Kansai Electric Power Co Inc filed Critical Kansai Electric Power Co Inc
Priority to JP16795890A priority Critical patent/JPH0757049B2/en
Publication of JPH0458709A publication Critical patent/JPH0458709A/en
Publication of JPH0757049B2 publication Critical patent/JPH0757049B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、送電線架設鉄塔の建替えあるいは電線の張替
え工事を行なう際に、電線と交差する建造物や道路上に
電線が誤って落下しても、それを受け止めて事故発生を
未然に防止するために設置される防護足場に関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of use] The present invention mistakenly drops an electric wire on a building or a road that intersects with an electric wire when rebuilding a transmission line erection tower or replacing electric wires. Even so, it relates to the protective scaffold installed in order to catch it and prevent accidents.

〔従来の技術〕[Conventional technology]

従来のこの種の足場は、丸太あるいは単管でやぐら状に
組み立てられるのが一般的である。
Conventional scaffolds of this type are generally assembled from logs or single pipes in the shape of a tower.

〔発明が解決しようとする課題〕[Problems to be Solved by the Invention]

丸太あるいは単管でやぐら状に組み立てる作業は、甚だ
時間を要するものであり、また解体するのにも時間が掛
かるものであった。
The work of assembling a log or a single pipe into a tower requires a lot of time, and it takes time to dismantle it.

本発明は組み立て操作は勿論、解体操作が容易になり、
立地条件が泥地であっても舗装された面であっても確実
に設立することができることを目的として提供すること
にある。
The present invention facilitates not only the assembly operation but also the disassembly operation,
It is to provide for the purpose of being able to establish reliably regardless of whether the location is a swamp or a paved surface.

〔課題を解決するための手段〕[Means for Solving the Problems]

本発明による解決手段は、地表に固定した複数の各ベー
スプレート上に、複数本の鋼材をその長手方向に間隔を
おいて複数の布枠で連結し、上下端に連結部を設けた単
位長さのボックス型柱状に形成した複数の鉄柱を、互い
に高さ方向に順次ボルト締め連結して起立し、隣り合う
各ベースプレート上に起立する各鉄柱を互いに単管で連
結し、各鉄柱の上部に横架部を設けることを要旨とす
る。
A solution according to the present invention is a unit length in which a plurality of steel materials are connected to a plurality of base plates fixed to the surface of the earth by a plurality of cloth frames at intervals in the longitudinal direction, and connecting portions are provided at upper and lower ends. A plurality of iron pillars formed in a box-shaped column are sequentially bolted together in the height direction to stand up, and the iron poles standing up on the adjacent base plates are connected to each other with a single pipe, and are placed horizontally on top of each iron pillar. The point is to provide a frame.

更にその設置方法は、設置位置にベースプレートを固定
してから、前記数本の鉄柱を連結した鉄柱を横臥して、
その下端に有する連結部の一側部をボルトでベースプレ
ートに上下に揺動可能に連結した後、該鉄柱を起立して
各鋼材をベースプレートにボルト締めし、起立した鉄柱
の上端部に滑車を吊り下げた棒体を取付け、その滑車に
よって上段に積む鉄柱を引上げて下段の鉄柱にボルト連
結する工程を繰返し、且つ順次鉄柱を起立する間に横に
隣り合う鉄柱を互いに単管で連結し、最上段の鉄柱の上
部に横架部を取付けることを要旨とする。
Furthermore, the installation method is to fix the base plate at the installation position, then lie down on the iron pillar that connects the several iron pillars,
After connecting one side of the connecting part at the lower end to the base plate with a bolt so that it can swing up and down, the iron pillar is erected and each steel material is bolted to the base plate, and a pulley is hung on the upper end of the erected iron pillar. Repeat the process of attaching the lowered rods, pulling up the iron columns stacked in the upper stage by the pulleys and connecting them to the lower iron columns by bolts, and while successively standing up the iron columns, horizontally adjacent iron columns are connected to each other with a single pipe. The point is to install a horizontal bridge on the upper part of the upper iron pillar.

〔作用〕[Action]

以上のように、ベースプレート上に複数の鉄柱を、互い
に高さ方向に順次ボルト締め連結して起立するものであ
るから、組み立て及び解体操作が容易であり、短時間で
処理できることになる。
As described above, since a plurality of iron pillars are sequentially bolted and connected to each other in the height direction on the base plate to stand up, assembly and dismantling operations are easy and processing can be performed in a short time.

またその方法においては、鉄柱が複数本の鋼材をその長
手方向に間隔をおいて複数の布枠で連結して単位長さを
持つボックス型柱状に形成したものであるから、各布枠
が梯子の横桟となり起立した鉄柱の上へ簡単にしかも安
全に登り降りすることができ、鉄柱上での作業も安全に
遂行することができる。
Further, in the method, since the iron pillar is formed by connecting a plurality of steel materials with a plurality of cloth frames at intervals in the longitudinal direction to form a box-shaped pillar having a unit length, each cloth frame is a ladder. It is possible to easily and safely climb up and down onto an upright steel pillar that serves as a horizontal rail, and work on the steel pillar can be performed safely.

〔実 施 例〕〔Example〕

本発明を具体的に説明すると、使用する部材は第3図に
示すベースプレート1、第4図に示す杭2、第5図に示
す鉄柱3、第6図に示す昇降器4、第7図に示すワイヤ
ー止め金5、その他に単管6、ワイヤー7などである。
To explain the present invention in detail, the members to be used are a base plate 1 shown in FIG. 3, a pile 2 shown in FIG. 4, an iron pillar 3 shown in FIG. 5, an elevator 4 shown in FIG. The wire stopper 5 shown is a single tube 6, a wire 7, and the like.

ベースプレート1は、中空形材で目皿状に形成してあっ
て、その中央部分にアングル形状よりなり少なくとも2
個の透孔8,8が明けてあるブラケット9,9が設けてあり、
また目皿を構成する各中空形材間で杭2を差し通す複数
の抜き孔10が設けてある。従って泥地に設置する場合に
は、所定位置にベースプレート1を水平に保つように設
置し、各抜き孔10に杭2を通して地面に打ち込んで固定
する。また設置位置がアスファルト面あるいはコンクリ
ート面であれば、ベースプレート1上にコンクリートブ
ロックなどによる錘を載置して固定する。
The base plate 1 is formed of a hollow material in the shape of a perforated plate, and has an angled shape in the central portion of at least 2
Brackets 9 and 9 with individual through holes 8 and 8 are provided,
Further, a plurality of holes 10 through which the piles 2 are inserted are provided between the hollow shape members which form the perforations. Therefore, when installing in a muddy place, the base plate 1 is installed in a predetermined position so as to be kept horizontal, and the piles 2 are passed through the holes 10 to be fixed to the ground. If the installation position is an asphalt surface or a concrete surface, a weight such as a concrete block is placed and fixed on the base plate 1.

鉄柱3は、アングル形材で形成した基枠11の各隅角に角
パイプよりなる所定長さの鋼材12を溶接して起立し、そ
の高さ方向に等間隔おきに布枠13(図示のものは3箇
所)で各鋼材12を断面四角形を保つボックス型柱状に連
結し、上端に上枠14が溶着してあり、該上枠14と前記基
枠11に、枠を形成する一方の相対向する両片を延長して
設けている連結部15,16を備え、各連結部15,16にそれぞ
れ透孔17,18が明けてある。更に上枠14の各片のほぼ中
央部にも透孔19が明けてある。上記単位長さに形成した
鉄柱3を前記ベースプレート1上に順次高さ方向に重ね
合わして起立するものである。尚、実施例の鉄柱3の高
さは2mとする。この長さは取扱い上都合の良い長さであ
って、必ずしも限定されるものではない。
The iron pillar 3 is made by welding a steel material 12 of a predetermined length made of a square pipe to each corner of a base frame 11 formed of an angle section, and standing it up, and a cloth frame 13 (shown in the figure) at equal intervals in the height direction. The steel materials 12 are connected to each other in a box-shaped columnar shape having a quadrangular cross section at three places, and an upper frame 14 is welded to the upper end. One of the upper frame 14 and the base frame 11 forms a frame. The connecting portions 15 and 16 are provided by extending both facing pieces, and through holes 17 and 18 are opened in the connecting portions 15 and 16, respectively. Further, a through hole 19 is formed in the center of each piece of the upper frame 14. The iron columns 3 formed to have the unit length are sequentially laid on the base plate 1 in the height direction to stand up. In addition, the height of the iron pillar 3 of the embodiment is 2 m. This length is convenient for handling and is not necessarily limited.

昇降器4は、各鉄柱3を積み重ねる作業及び解体作業を
行なうときに、下段の鉄柱3に取り付けその上方に長く
突出した状態で使用するもので、棒体20の上端に有する
屈折部21にリング22を吊り下げ、これに滑車23を吊り下
げるものであり、また棒体20を鉄柱3に取り付ける手段
は、鉄柱3の上中下の布枠13のうち、最下段と中間の布
枠13の各一辺に外側から引っ掛けるアングル形材による
一対の係止片24,24を、同じくアングル形材による起立
部材25の上下部に溶接によって固着し、起立部材25の上
下部に前記棒体20を差し込みねじ26,26で固定するソケ
ット27,27を固着すると共に、上下の各係止片24,24の各
両端にアングル形材からなり鉄柱3に接合する規制片2
8,28を突設している。
The elevator 4 is used in a state of being attached to the lower iron column 3 and projecting upwardly when stacking and disassembling the respective iron columns 3, and is used by bending the bending portion 21 at the upper end of the rod body 20. 22 is hung, and the pulley 23 is hung on this, and the means for attaching the rod body 20 to the iron pillar 3 is as follows. A pair of locking pieces 24, 24 made of angled members that are hooked from the outside on each side are fixed to the upper and lower parts of the standing member 25 also made of angled members by welding, and the rod 20 is inserted in the upper and lower parts of the standing member 25. The fixing pieces 2 that fix the sockets 27, 27 that are fixed by the screws 26, 26, and that are joined to the iron pillar 3 by the angle-shaped members at both ends of the upper and lower locking pieces 24, 24, respectively.
8,28 are projected.

更に、ソケット31を棒体20に差し通して鉄柱3の上枠14
の一辺に固定するクランプ29が取り付けてあり、該クラ
ンプ29は、U形部30の開放口を上にしてその一辺に筒部
31を固着し、他辺にねじ杆32を螺合したもので、上枠14
の一辺にU形部30を下から差し込み、ねじ杆32を上枠14
の一辺に有する透孔19に差し通して取り付けるものであ
る。
Further, the socket 31 is inserted into the rod body 20 and the upper frame 14 of the iron pillar 3 is inserted.
A clamp 29 is attached to one side of the clamp 29. The clamp 29 has a U-shaped portion 30 with the open mouth facing upward and has a cylindrical portion on one side thereof.
31 is fixed and screw rod 32 is screwed to the other side.
Insert the U-shaped part 30 from below into one side and screw the rod 32 into the upper frame 14
It is attached by penetrating through the through hole 19 provided on one side.

ワイヤー止め金5は鉄柱3の鋼材12に取り付け、これに
控えとなるワイヤー7を結び付けるもので、ヒンジ33で
開閉される一対の支片34,35の各端部をボルト36、ナッ
ト37で締め付け、一方の支片34に目孔付き突片38を一体
に突設したものである。
The wire clasp 5 is attached to the steel material 12 of the iron pillar 3 and is tied to the wire 7 as a reserve. Tighten each end of the pair of support pieces 34, 35 opened and closed by the hinge 33 with the bolt 36 and the nut 37. A projecting piece 38 with a hole is integrally provided on one of the supporting pieces 34.

杭2は角パイプで形成し、先端部を楔状に細くなし、上
開放口を閉鎖し、上部側面に貫通孔39が明けてある、抜
き取る際にその貫通孔39を利用して抜取器(図示省略)
で抜き取られるものである。
The pile 2 is formed by a square pipe, the tip is not thinned in a wedge shape, the upper opening is closed, and the through hole 39 is opened in the upper side surface. (Omitted)
It is something that is extracted in.

上記部材を使用して足場を組み立てるには、その設置場
所が泥地であれば第8図図示のように、ベースプレート
1を水平に安定した状態に敷き、少なくとも四隅の抜き
孔10に杭2を通して打ち込んでベースプレート1を固定
する。しかし組み立てる位置が必ずしも泥地とは限ら
ず、アスファルト舗装の如く杭2を打ち込むことができ
ない所では、ベースプレート1上にコンクリートブロッ
クなどの錘を載置して固定する。そこで地上で3本の鉄
柱3を横臥した状態でボルトによって順次継ぎ合わせ、
最上段鉄柱の上端部にワイヤー7を取り付けたワイヤー
止め金5と、横繋ぎ用単管6を固定する角クランプ40
(市販されている通常のもの)を取り付けておく。そこ
で最下段の鉄柱3の基枠11における一側の両連結部15,1
5を横臥したままでベースプレート1のブラケット9,9に
ボルトで連結するが、そのボルトを中心にして鉄柱を回
転できるように取り付け、そこで鉄柱を起こすように起
立してから基枠の他方側の両連結部をベースプレート1
のブラケット9,9にボルトで連結すると共に、先に取り
付けたボルトをも締め付けておく。
To assemble a scaffold using the above-mentioned members, if the installation site is a swamp, lay the base plate 1 horizontally and stably as shown in FIG. 8, and pass the piles 2 through the holes 10 at least at the four corners. The base plate 1 is fixed by driving. However, the position to assemble is not necessarily a swamp, and in a place where the pile 2 cannot be driven like asphalt pavement, a weight such as a concrete block is placed and fixed on the base plate 1. So, with the three iron pillars 3 lying on the ground, they are spliced one after another with bolts,
Square clamp 40 for fixing the wire stopper 5 with the wire 7 attached to the upper end of the uppermost steel pillar and the horizontal connecting single pipe 6.
Attach (commercially available normal one). Therefore, the two connecting parts 15,1 on one side of the base frame 11 of the lowermost iron pillar 3
While 5 is lying down, it is connected to the brackets 9 and 9 of the base plate 1 with bolts, but the iron column is attached so that it can rotate around the bolt, and the iron column is raised up there, and then the other side of the base frame Base plate 1 with both connecting parts
Connect it to the brackets 9 and 9 with bolts and tighten the previously installed bolts.

次いで第9図図示のように、ワイヤー7を緊張して地面
に打ち込んだアンカー41に係留して、直立を保って起立
してから、作業員が鉄柱3にその布枠13を梯子の踏み桟
として登り、隣り合って起立する各鉄柱の上部間を単管
6によって連結して、鉄柱の捩じれを防止する。
Then, as shown in FIG. 9, the wire 7 is moored to the anchor 41 which is tensioned and driven into the ground, and it is erected while standing upright, and then the worker puts the cloth frame 13 on the iron pillar 3 and steps on the ladder. As a result, the upper portions of the adjacent steel columns that are adjacent to each other are connected by a single pipe 6 to prevent the iron columns from being twisted.

続いて第10図図示のように、最上段の鉄柱に昇降器4を
取り付け、昇降器4の滑車23によって次に連結する鉄柱
3を引き上げて最上段の鉄柱上に起立し、その引き上げ
た鉄柱3を最上段の鉄柱にボルト締めして固定する。以
上の工程を繰り返し行なって所要の高さにまで起立し、
最後に第1図と第2図図示のように、各鉄柱の上部に単
管6によって横架部42を組み付けることにより、防護足
場が設置されるものである。
Then, as shown in FIG. 10, the elevator 4 is attached to the uppermost iron column, the pulley 23 of the elevator 4 pulls up the iron column 3 to be connected next, and stands up on the uppermost iron column. 3 is fixed to the uppermost iron pillar by bolting. Repeat the above steps to stand up to the required height,
Finally, as shown in FIG. 1 and FIG. 2, the protective scaffold is installed by assembling the horizontal portion 42 by the single pipe 6 on the upper portion of each iron pillar.

〔発明の効果〕〔The invention's effect〕

本発明による電線の防護足場は、ベースプレート上にボ
ックス型の単位長さに形成した複数の鉄柱を高さ方向に
ボルト締めによって積み重ねて起立し、並列して立てた
各鉄柱を単管で繋ぎ、各鉄柱間の上部に横架部を設けた
もので、各鉄柱をボルト締めによって連結するものであ
るから、その組み立て及び解体操作が容易になり、従来
の単管や丸太で組み立てるものに比較して、その組み立
て解体時間が大巾に短縮されるものである。またベース
プレート上に設けるものであるから、掘削する必要がな
くなり、解体後も穴埋めする必要もなくなり即座に元の
状態に戻すことができる。また鉄柱が数本の鋼材を布枠
で梯子状に連結して形成したものであるから、軽量で搬
送が容易であると共に、作業員が昇降する際に他に梯子
が不用であり、安全に昇降されるものである。
The electric wire protective scaffold according to the present invention, a plurality of iron pillars formed in a box-shaped unit length on the base plate are stacked and erected by stacking by bolting in the height direction, and each iron pillar erected in parallel is connected by a single pipe, A horizontal bridge is provided in the upper part between the iron pillars, and the iron pillars are connected by bolts, so the assembly and dismantling operations are easy.Compared to the conventional single pipe and logs. The assembly and dismantling time is greatly shortened. Further, since it is provided on the base plate, there is no need to excavate, there is no need to fill in holes after dismantling, and it is possible to immediately return to the original state. In addition, since the iron pillar is formed by connecting several steel materials in a ladder shape with a cloth frame, it is lightweight and easy to transport, and a ladder is not needed when the worker moves up and down, so it is safe. It can be raised and lowered.

また本発明による防護足場の設置方法は、鉄柱を横臥し
てベースプレートに鉄柱に設けた連結部を介して回転で
きるように連結してから、横臥する鉄柱をベースプレー
ト上に起立し、起立した鉄柱上に同じく鉄柱を引き上げ
て起立するものであるから、鉄柱の起立作業が容易であ
り、また並列する各鉄柱を単管で連結しながら更に鉄柱
を高さ方向へ積み重ねるため、各鉄柱が捩じれたり単独
に転倒することがなく、鉄柱に登って行なう作業が安全
に行なえるものである。
In addition, the method of installing the protective scaffold according to the present invention is a method in which an iron pillar is laid sideways and rotatably connected to a base plate through a connecting portion provided on the iron pillar, and then the lying iron pillar is erected on the base plate, and the erected iron pillar Similarly, since the iron pillars are pulled up to stand up, it is easy to stand up the iron pillars, and since the iron pillars are stacked in the height direction while connecting the parallel steel pillars with a single pipe, each iron pillar is twisted or isolated. You can safely perform the work of climbing on an iron pole without falling down.

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

第1図は本発明による電線の防護足場を示す正面図、第
2図は同じく側面図、第3図はベースプレートの斜視
図、第4図は杭の斜視図、第5図は鉄柱の斜視図、第6
図は昇降器の斜視図、第7図はワイヤー止め金の斜視
図、第8図、第9図、第10図は足場の組み立て工程を示
す正面図である。 1……ベースプレート、2……杭、3……鉄柱、4……
昇降器、6……単管、7……ワイヤ、9……ブラケッ
ト、10……抜き孔、12……鋼材、13……布枠、15,16…
…連結部、23……滑車,42……横架部
FIG. 1 is a front view showing a protective scaffold for electric wires according to the present invention, FIG. 2 is a side view of the same, FIG. 3 is a perspective view of a base plate, FIG. 4 is a perspective view of a pile, and FIG. , Sixth
FIG. 7 is a perspective view of a lift, FIG. 7 is a perspective view of a wire clasp, and FIGS. 8, 9, and 10 are front views showing a scaffold assembly process. 1 ... Base plate, 2 ... Pile, 3 ... Steel pillar, 4 ...
Elevator, 6 ... Single pipe, 7 ... Wire, 9 ... Bracket, 10 ... Drilling hole, 12 ... Steel material, 13 ... Cloth frame, 15,16 ...
… Connection part, 23 …… Pulley, 42 …… Horizontal part

───────────────────────────────────────────────────── フロントページの続き (72)発明者 明堂 猛 大阪府大阪市北区中之島3丁目3番22号 関西電力株式会社内 (72)発明者 細木 克久 富山県上新川郡大沢野町高内247番地 高 田電業株式会社内 (72)発明者 高田 隆己 富山県上新川郡大沢野町高内247番地 高 田電業株式会社内 (72)発明者 山井 彦一 富山県富山市高木2508番地 北陸鉄塔工業 株式会社内 (72)発明者 河井 牧夫 富山県富山市高木2508番地 北陸鉄塔工業 株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Takeshi Meido 3-3-22 Nakanoshima, Kita-ku, Osaka City, Osaka Prefecture Kansai Electric Power Co., Inc. Takata Denki Co., Ltd. (72) Inventor Takami Takada 247 Takauchi, Osawano-cho, Kamishinagawa-gun, Toyama Prefecture Takada Denki Co., Ltd. (72) Inventor Hikoichi Yamai 2508 Takagi, Toyama City, Toyama Pref. Kogyo Co., Ltd. (72) Inventor Makio Kawai 2508 Takagi, Toyama City, Toyama Prefecture Hokuriku Steel Tower Co., Ltd.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】地表に固定した複数枚の各ベースプレート
(1)上に、複数本の鋼材(12)をその長手方向に間隔
をおいて複数の布枠(13)で連結し、上下端に連結部
(15,16)を設けた単位長さのボックス型柱状に形成し
た複数の鉄柱(3)を、互いに高さ方向に順次ボルト締
め連結して起立し、隣り合う各ベースプレート(1)上
に起立する各鉄柱(3)を互いに単管(6)で連結し、
各鉄柱(3)の上部に単管で横架部(42)を設けている
ことを特徴とする電線の防護足場
1. A plurality of steel materials (12) are connected on a plurality of base plates (1) fixed to the surface of the earth with a plurality of cloth frames (13) at intervals in the longitudinal direction, and the upper and lower ends are connected to each other. A plurality of unit-shaped box-shaped columnar iron columns (3) provided with connecting portions (15, 16) are bolted to each other in the height direction in order to stand up, and on each adjacent base plate (1). The steel columns (3) standing upright are connected to each other by a single pipe (6),
A protective scaffold for electric wires, characterized in that a horizontal pipe (42) is provided as a single pipe on the top of each steel pole (3).
【請求項2】設置位置にベースプレート(1)を固定し
てから、複数本の鋼材(12)を長手方向に間隔をおいて
複数の布枠(13)で連結し、上下端に連結部(15,16)
を設けた単位長さのボックス型柱状に形成した鉄柱
(3)を、複数本連結したものを横臥して、この連結し
た鉄柱(3)の最下端に有する連結部(15)の一側部を
ボルトでベースプレート(1)に上下に揺動可能に連結
した後、該鉄柱(3)を起立して下端の連結部(15)を
ベースプレート(1)にボルト締めし、起立した鉄柱
(3)の上端部に滑車(23)を吊り下げた棒体(20)を
取付け、滑車(23)によって上段に積む鉄柱(3)を引
上げて下段の鉄柱(3)にボルト連結する工程を繰返
し、順次鉄柱(3)を起立する間に横に隣り合う鉄柱
(3)を互いに単管(6)で連結し、最上段の鉄柱
(3)の上部に単管で横架部(42)を取付けることを特
徴とする電線の防護足場設置方法
2. A base plate (1) is fixed to an installation position, and then a plurality of steel materials (12) are connected by a plurality of cloth frames (13) at intervals in the longitudinal direction, and connecting portions (upper and lower ends are connected to each other). 15,16)
One side part of the connecting part (15) which is provided at the lowermost end of the connected iron columns (3) with a plurality of iron columns (3) formed in the shape of a box having a unit length Is connected to the base plate (1) with a bolt so that the iron pillar (3) is erected, and the lower end connecting portion (15) is bolted to the base plate (1) so that the erected iron pillar (3). Attach the rod (20) with the pulley (23) suspended at the upper end of the, and pull up the iron pillar (3) to be loaded on the upper stage by the pulley (23) and connect it to the lower iron pillar (3) by bolts, and repeat the process. While vertically standing the iron pillar (3), horizontally adjacent iron pillars (3) are connected to each other by a single pipe (6), and a horizontal pipe part (42) is attached to the upper part of the uppermost iron pillar (3) by a single pipe. Installation method of protective scaffold for electric wires
JP16795890A 1990-06-25 1990-06-25 Electric wire protective scaffolding and installation method Expired - Fee Related JPH0757049B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16795890A JPH0757049B2 (en) 1990-06-25 1990-06-25 Electric wire protective scaffolding and installation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16795890A JPH0757049B2 (en) 1990-06-25 1990-06-25 Electric wire protective scaffolding and installation method

Publications (2)

Publication Number Publication Date
JPH0458709A JPH0458709A (en) 1992-02-25
JPH0757049B2 true JPH0757049B2 (en) 1995-06-14

Family

ID=15859199

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16795890A Expired - Fee Related JPH0757049B2 (en) 1990-06-25 1990-06-25 Electric wire protective scaffolding and installation method

Country Status (1)

Country Link
JP (1) JPH0757049B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102018102637A1 (en) * 2018-02-06 2019-08-08 Bodo Hanspach Protective scaffolding, in particular overhead protective scaffolding and method for erecting a protective scaffold

Also Published As

Publication number Publication date
JPH0458709A (en) 1992-02-25

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