JPH0425876Y2 - - Google Patents
Info
- Publication number
- JPH0425876Y2 JPH0425876Y2 JP20135886U JP20135886U JPH0425876Y2 JP H0425876 Y2 JPH0425876 Y2 JP H0425876Y2 JP 20135886 U JP20135886 U JP 20135886U JP 20135886 U JP20135886 U JP 20135886U JP H0425876 Y2 JPH0425876 Y2 JP H0425876Y2
- Authority
- JP
- Japan
- Prior art keywords
- arm
- power transmission
- members
- tip
- horizontal
- 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
Links
- 230000005540 biological transmission Effects 0.000 claims description 25
- 229910000831 Steel Inorganic materials 0.000 description 14
- 239000010959 steel Substances 0.000 description 14
- 239000000463 material Substances 0.000 description 13
- 230000000694 effects Effects 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 125000006850 spacer group Chemical group 0.000 description 2
- 241001553014 Myrsine salicina Species 0.000 description 1
- 230000001154 acute effect Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000001747 exhibiting effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
Landscapes
- Suspension Of Electric Lines Or Cables (AREA)
Description
【考案の詳細な説明】
(産業上の利用分野)
本考案は送電用鉄塔に於ける腕金先端部の作業
安全装置に関するものである。[Detailed Description of the Invention] (Field of Industrial Application) The present invention relates to a work safety device for the tip of a cross arm in a power transmission tower.
(従来の技術)
送電用鉄塔の腕金先端部に於ける作業者の墜落
防止安全設備は極めて重要なものであり、最近の
設計では殆どが予め腕金先端部の設計上、手摺り
や足摺り等の作業安全装置を設置する様になつて
来ているが、古い時代の鉄塔では安全設備を全く
持たないものがかなり多い現状である。その為必
要に際して腕金先端部に、腕金自体にボルト孔を
ドリルで穿設してそのドリル孔を利用しながら、
その鉄塔に於ける固有寸法を測定後、工場生産又
は現場合わせの鉄部材をボルトナツトで結合しな
がら組立てて対処しているのが一般的である。(Prior technology) Safety equipment to prevent workers from falling at the tip of the arm of a power transmission tower is extremely important, and in most recent designs, handrails and footrails are installed in advance in the design of the tip of the arm. However, there are still many old-fashioned steel towers that do not have any safety equipment at all. Therefore, when necessary, drill a bolt hole in the arm itself at the tip of the arm and use the drill hole.
After measuring the specific dimensions of the steel tower, it is common to assemble factory-produced or on-site steel members by connecting them with bolts and nuts.
(考案が解決しようとする問題点)
従来施工されていた腕金先端部に対する安全設
備の設置作業は、鉄塔の腕金自体にボルト孔をド
リルで穿設する孔加工を施してそのドリル孔を利
用しながら、その鉄塔の固有寸法で工場生産乃至
現場合わせの鉄部材をボルトナツトで結合しなが
ら組立てざるをえなかつたものであり、危険な作
業現場での加工作業が多い為、予め不特定の鉄塔
に装着可能な寸法値に規格化した足摺り乃至手摺
り装置を製作して、簡易且つ迅速な作業によつて
所謂る後付けの安全設備の設置ができないもの
か、という課題があつた。(Problem that the invention aims to solve) The conventional work of installing safety equipment at the tip of the steel arm was to drill a bolt hole in the arm of the steel tower itself, and then drill the bolt hole. While using the steel tower, it was necessary to assemble factory-produced or on-site steel parts by connecting them with bolts and nuts based on the specific dimensions of the steel tower, and since many of the processing operations were carried out in dangerous work sites, unspecified The problem arose was whether it would be possible to manufacture a footrail or handrail device with dimensions that could be installed on a steel tower and install so-called retrofitted safety equipment in a simple and quick manner.
(問題点を解決するための手段)
上記の課題を解決するため、本考案では腕金へ
のボルト孔の穿設作業を回避して、各構成部材の
ボルトナツトによる組立作業のみで行い得る簡易
な構成を提供すると共に現場での組立て作業が迅
速に行い得る様にしたものであり、その要旨とす
る構成は以下の如くである。(Means for Solving the Problems) In order to solve the above problems, the present invention avoids the work of drilling bolt holes in the cross arms, and uses simple assembly work that can be performed only with bolts and nuts of each component. The system is designed to provide a structure and to enable quick assembly work on site, and the gist of the structure is as follows.
送電用鉄塔を形成する腕金主材9,9の所定の
位置の上面及び下面に夫々接合された支持板16
a,16bと、当該支持板16a,16bに、固
定部18a,18bを介して、一端部が組み付け
られ、他端が下方に突出した垂直部13と、上記
垂直部13の下端部に、一端部が接続され、他端
部が、上記送電用鉄塔の外側方向に突出した一対
の水平部材21,21と、当該水平部材21,2
1の外方部の内側端部23,23に取り付けた締
付固定部25と、から構成された構造部材であつ
て、上記腕金主材9,9の鉄塔側所定の位置から
外側斜め下方に突出した支え材の端部を上記締付
固定部25で支持固定したことを特徴とする送電
用鉄塔に於ける腕金先端部の作業安全装置を要旨
としている。 Support plates 16 joined to the upper and lower surfaces of the arm main members 9, 9 at predetermined positions, respectively, forming the power transmission tower.
a, 16b, and a vertical part 13 whose one end is assembled to the support plates 16a, 16b via fixing parts 18a, 18b and whose other end protrudes downward; A pair of horizontal members 21, 21 whose portions are connected and whose other ends protrude toward the outside of the power transmission tower;
A structural member consisting of a tightening fixing part 25 attached to the inner end parts 23, 23 of the outer part of the main arm 9, and protruding diagonally downward outward from a predetermined position on the steel tower side of the arm main members 9, 9. The gist of the present invention is a work safety device for the tip of a cross arm in a power transmission tower, characterized in that the end of the supporting member is supported and fixed by the above-mentioned tightening and fixing part 25.
(実施例)
第1図に示す送電用鉄塔1は、一般的な規模の
ものであつて、鉄塔本体2の頭頂部に逆台形形状
の地線腕金3が一体形成され、該腕金の先端部4
には地線5が結合支持されている。そして、一定
の間隔を保つて下方へ順に複数体の台形形状の送
電線腕金6が一体形成され、夫々の先端部7には
送電線8が結合支持されている。(Example) The power transmission tower 1 shown in FIG. 1 is of a general scale, and an inverted trapezoidal ground wire arm 3 is integrally formed on the top of the tower body 2. Tip part 4
A ground wire 5 is connected and supported by the ground wire 5. A plurality of trapezoidal power transmission line arms 6 are integrally formed in order downwardly at regular intervals, and a power transmission line 8 is coupled and supported at each tip 7.
地線腕金3の先端部4の構成は、第2図に示す
如く正面視すると、水平な腕金主材9に対して下
方から斜上方へ向けた支え材10と交差結合部1
1を形成している。そして第3図に示す如く底面
視すると、前記腕金主材9及び支え材10は、共
に前後方向の2体が夫々例えば30度程度の浅い角
度で交差結合部11に結合されて成る合掌アーム
構造体12を呈している。 When viewed from the front as shown in FIG. 2, the distal end portion 4 of the ground wire arm 3 has a support member 10 and a cross-joint portion 1 directed diagonally upward from below with respect to the horizontal arm main member 9.
1 is formed. When viewed from the bottom as shown in FIG. 3, the arm arm main member 9 and the support member 10 are both connected to the cross joint part 11 at a shallow angle of, for example, about 30 degrees, in the front and back directions to form a gassho arm structure. 12.
13は、本考案の送電用鉄塔に於ける腕金先端
部の作業安全装置に於ける第1実施例の地線腕金
用の作業安全装置であつて、その構成は以下の如
く足摺り機能を提供するものである。 Reference numeral 13 is a work safety device for a ground wire arm according to the first embodiment of the work safety device at the tip of a arm in a power transmission tower according to the present invention, and its configuration is as follows: It provides:
<第1実施例>
第2図に於ける正面視状態でL型を呈し、垂直
部13aと水平部14が直角連結部15で連結さ
れた基本構成としている。<First Embodiment> The basic structure has an L-shape when viewed from the front in FIG.
垂直部13aは、腕金主材9,9の上下面から
接合する2枚の支持板16a,16bの夫々の両
端部を一対の垂直部材17,17に固定18a,
18bし、下方には本実施例では間隔保持材19
を固定20して構成しているが当該間隔保持材1
9は設けなくても技術思想は同一である。 The vertical portion 13a has two supporting plates 16a, 16b joined from the upper and lower surfaces of the cross arm main members 9, 9, each having both ends fixed to a pair of vertical members 17, 18a, 17,
18b, and a spacer 19 is provided below in this embodiment.
is configured by fixing 20, but the spacing retaining material 1
The technical idea is the same even if 9 is not provided.
水平部14は、一対の水平部材21,21と、
鉄塔中心方向に近いその内側端部23,23に
は、長孔32が穿設されており、支え材10の周
面部に締付固定する締付固定部25を連結固定2
6して成つている。図示した水平部14は、長さ
調整部24を設けているが、予め適宜長さのもの
を数体用意して選択採用することが可能なので、
この長さ調整部24は任意の構成要件とする。 The horizontal part 14 includes a pair of horizontal members 21, 21,
A long hole 32 is bored in the inner end portions 23, 23 near the center of the steel tower, and a fastening fixing portion 25 that is fastened to the peripheral surface of the support member 10 is connected to the fixing portion 2.
It is made up of 6 parts. The illustrated horizontal section 14 is provided with a length adjustment section 24, but it is possible to prepare several sections with appropriate lengths in advance and select and adopt them.
This length adjustment section 24 is an arbitrary component.
その長さ調整部24は、既に公知の機構を利用
するものであつて、一対の水平部材21,21は
夫々2体の分割体から成しその分割体には夫々一
定間隔に通孔27を穿設せしめて、両分割体に於
ける通孔27,27を重ね合わせてボルトナツト
28で連結固定する様に形成されている。 The length adjustment section 24 utilizes a known mechanism, and the pair of horizontal members 21, 21 are each made up of two divided bodies, each of which has through holes 27 at regular intervals. The through holes 27, 27 in both the divided bodies are formed so as to be overlapped and connected and fixed with bolts and nuts 28.
直角連結部15は、垂直部13aに於ける垂直
部材17,17の下端と水平部14に於ける水平
部材21,21の外側端部22,22とをジヨイ
ント部材29を介在せしめて固定30している。 The right angle connecting portion 15 is configured by fixing 30 the lower ends of the vertical members 17, 17 in the vertical portion 13a and the outer ends 22, 22 of the horizontal members 21, 21 in the horizontal portion 14 with a joint member 29 interposed. ing.
上記の各固定部は、連結機構にボルト形式を採
用するものであり、総て予め通孔を穿設せしめて
ボルトナツトで連結すべく形成されている。その
うち18bは、垂直部材17,17側の通孔を長
孔31として腕金主材9のフランジ巾の違いに対
処している。 Each of the above-mentioned fixing parts employs a bolt-type connecting mechanism, and all of them are formed to be connected with bolts and nuts with through holes drilled in advance. Of these, 18b deals with the difference in flange width of the cross arm main member 9 by making the through hole on the side of the vertical members 17, 17 into a long hole 31.
本実施例では、間隔保持材19が垂直部13a
に取付けられているが、水平部14又は直角連結
部15に取付けられても何等差し仕えないばかり
でなく、理論上は必須の構成要件ではない。つま
り、垂直部材17,17は腕金主材9への固定手
段により予め平行設置されているからであるが、
実用上は装着全体の強度向上の為図示の如く付設
実施することが望ましい。 In this embodiment, the spacing member 19 is
Although it is attached to the horizontal part 14 or the right-angled connecting part 15, there is no problem and it is not an essential component in theory. In other words, this is because the vertical members 17, 17 are installed in parallel in advance by the fixing means to the cross arm main member 9.
Practically speaking, it is desirable to install it as shown in the figure in order to improve the overall strength of the installation.
又本考案の要旨とする構成は、上下方向を逆転
することによつて、台形形状を呈する送電線腕金
6にも実施可能であつて、その実施態様にあつて
は水平部14は手摺り機能を提供することとな
る。そして、本考案の送電用鉄塔に於ける腕金先
端部の作業安全装置は、更に手摺り機能を提供す
る別途の実施例を第2実施例として以下に提供す
る。 Furthermore, the configuration of the gist of the present invention can also be implemented on the power transmission line arm 6 having a trapezoidal shape by reversing the vertical direction, and in this embodiment, the horizontal portion 14 is a handrail. function. Further, a separate embodiment of the work safety device of the present invention at the tip of a arm arm in a power transmission tower will be provided below as a second embodiment, which further provides a handrail function.
<第2実施例>
43は、本考案の送電用鉄塔に於ける腕金先端
部の作業安全装置に於ける第2実施例の送電線腕
金用の作業安全装置であつて、その構成は以下の
如く手摺り機能を提供するものである。<Second Embodiment> Reference numeral 43 is a work safety device for a power transmission line arm according to the second embodiment of the work safety device for the end of a power transmission arm in a power transmission tower according to the present invention, and its configuration is as follows. It provides the handrail function as shown below.
送電用鉄塔1に於ける複数体の台形形状の送電
線腕金6は、その先端部7に送電線8が結合支持
されており、第6図に示す如く正面視すると、水
平な腕金主材9aに対して上方から斜下方へ向け
た吊材10aとの交差結合部11aを形成してい
る。そして第7図に示す如く平面視すると、前記
腕金主体9a及び吊材10aは、共に前後方向の
2体が夫々例えば30度程度の浅い角度で交差結合
部11aに結合されて成る合掌アーム構造体12
を呈している。 A plurality of trapezoidal power transmission line arms 6 in the power transmission tower 1 have power transmission lines 8 coupled and supported at their tip ends 7, and when viewed from the front as shown in FIG. 6, the main arm members 9a are horizontal. A cross-coupled portion 11a is formed with the hanging material 10a directed diagonally downward from above. When viewed from above as shown in FIG. 7, the arm main body 9a and the hanging member 10a have a gassho arm structure in which two bodies in the front and back directions are each connected to a cross joint part 11a at a shallow angle of about 30 degrees, for example. body 12
It shows.
第6図に於ける正面視状態で伏コ字形を呈し、
垂直部43aと水平部44が直角連結部45で連
結された基本構成としている。 When viewed from the front in Figure 6, it exhibits an inverted U-shape,
The basic configuration is such that a vertical portion 43a and a horizontal portion 44 are connected by a right-angled connecting portion 45.
垂直部43aは、吊材10aの上下面から接合
する2枚の支持板46a,46bの夫々の両端部
を家の切妻屋根形に突合わせた一対の垂直部材4
7,47に固定48a,48bして構成してい
る。 The vertical part 43a is a pair of vertical members 4 in which the respective ends of two support plates 46a and 46b joined from the upper and lower surfaces of the hanging member 10a are butted against the gable roof shape of the house.
7, 47 and are fixed to 48a, 48b.
水平部44は、鉄塔中心方向に近いその内側端
部50,50には、吊材10aの周面部に締付固
定する締付固定部51を連結固定52して成つて
いる。尚、締付固定部51には、長孔55を予め
形成して吊材10aのフランジ巾の違いに対処し
ている。直角連結部45は、垂直部43aに於け
る垂直部材47,47の突合わせた上端と水平部
44に於ける外側端部49,49とをジヨイント
部材53を介在せしめて固定54している。 The horizontal portion 44 has, at its inner end portions 50, 50 close to the center of the steel tower, a tightening fixing portion 51 that is tightened and fixed to the peripheral surface of the hanging material 10a. Incidentally, a long hole 55 is formed in advance in the fastening fixing part 51 to cope with the difference in flange width of the hanging material 10a. In the right-angled connecting portion 45, the abutting upper ends of the vertical members 47, 47 in the vertical portion 43a and the outer ends 49, 49 in the horizontal portion 44 are fixed 54 with a joint member 53 interposed.
上記の各固定部は、総て予め通孔を穿設せしめ
てボルトナツトで連結すべく形成されている。そ
のうち48bは、垂直部材47,47側の通孔を
長孔31aとして吊材10aのフランジ巾の違い
に対処している。 The above-mentioned fixing parts are all formed to have through holes drilled in advance and to be connected with bolts and nuts. Of these, 48b deals with the difference in flange width of the hanging material 10a by making the through hole on the side of the vertical members 47, 47 into a long hole 31a.
この第2実施例に於ける吊材10aは、前記第
1実施例に於ける地線腕金3に於ける支え材1
0、と同様に送電線腕金6を支える構造部材であ
り、この両者10,10aは支え構造部材として
共通しているものである。 The hanging material 10a in this second embodiment is similar to the supporting material 1 in the ground wire arm 3 in the first embodiment.
0, it is a structural member that supports the power transmission line arm 6, and both 10 and 10a are common supporting structural members.
(作用)
第1実施例に於いては、先づ最初に、垂直部1
3aに於ける支持板16b及び間隔保持材19と
を解放した伏コ字形の姿勢にて、腕金主材9,9
の上方より掛架してから支持板16bを腕金主材
9の下面に接合して固定18bする。そして間隔
保持材19を設置の後、一対の水平部材21の外
側端部22を直角連結部15で垂直部13aに固
定せしめ、同内側端部23は前記長孔32を利用
してを別途支え材10に締付固定した締付固定部
25に対して連結固定26して組立を完了する。
尚、締付固定部25は、長孔33を予め形成して
おけば、支え材10のフランジ巾の違いに対処し
得るものである。(Function) In the first embodiment, first, the vertical portion 1
3a, in an upside-down U-shaped posture with the support plate 16b and the spacing member 19 released, the main arms 9, 9
After hanging from above, the support plate 16b is joined to the lower surface of the cross arm main member 9 and fixed 18b. After installing the spacer 19, the outer ends 22 of the pair of horizontal members 21 are fixed to the vertical part 13a by the right-angled connecting parts 15, and the inner ends 23 are separately supported using the elongated holes 32. The assembly is completed by connecting and fixing 26 to the tightening and fixing part 25 that is tightened and fixed to the material 10.
In addition, if the elongated hole 33 is formed in advance in the tightening fixing part 25, it is possible to cope with the difference in the flange width of the support member 10.
第2実施例に於いては、吊材10aの上下面か
ら接合する2枚の支持板46a,46bの夫々の
両端部を家の切妻屋根形に突合わせた一対の垂直
部材47,47に固定48a,48bして垂直部
43aを構成し、鉄塔中心方向の吊材10aに固
定した締付固定部51に水平部44の内側端部5
0を固定52した後、水平部44の外側端部49
は、垂直部43aの頭頂部に固定した直角固定部
45に固定54している。直角固定部45は第6
図に於いて鋭角に図示しているが、垂直部43a
を正面視して固定部48bより上方部分を垂直に
折曲して実施する場合があり、その場合をも想定
して直角固定部45と称することとしたが、敢え
てその符号名称に拘泥するものではない。 In the second embodiment, both ends of two support plates 46a, 46b joined from the upper and lower surfaces of the hanging member 10a are fixed to a pair of vertical members 47, 47 that are butted against the gable roof shape of a house. 48a and 48b to form the vertical part 43a, and the inner end 5 of the horizontal part 44 is attached to the tightening fixing part 51 fixed to the hanging material 10a in the direction of the center of the steel tower.
After fixing 52 0, the outer end 49 of the horizontal part 44
is fixed 54 to a right angle fixing part 45 fixed to the top of the vertical part 43a. The right angle fixing part 45 is the sixth
Although shown at an acute angle in the figure, the vertical portion 43a
There are cases where the part above the fixing part 48b is bent vertically when viewed from the front, and we have decided to refer to it as the right-angle fixing part 45 in consideration of such cases, but we purposely stick to that code name. isn't it.
この第2実施例は、前記第1実施例と技術的範
囲を同一とする為、実用新案登録請求の範囲には
第1実施例に示す符号表示にて記載する。 Since this second embodiment has the same technical scope as the first embodiment, the utility model registration claims are described using the reference numerals shown in the first embodiment.
(効果)
本考案は、腕金主材9,9の上下面から接合す
る2枚の支持板16a,16bとを固定部18
a,18bとによつて垂直部材17,17に組付
けた垂直部13aを形成し、一対の水平部材2
1,21と、その内側端部23,23には、支え
材10の周面部に締付固定する締付固定部25を
連結固定26して成る水平部14とを、直角連結
部15によつて正面視L型を呈すべく組立構成し
たことを特徴とするものであるから、合掌アーム
構造体12を呈する腕金3に於いての作業に際
し、作業者は胴綱と称する安全帯を腕金主材9や
支え材10に於ける適宜箇所に掛架支持させる場
合の足場が簡易な構成により提供することが可能
となり、腕金3,6に於いての作業に際しては手
摺りや足摺り等の作業安全装置を提供し得るの
で、安全な作業が保障できると共に、その全体の
構造は既設の部材に孔加工等を施すことなく、山
形鋼材等の簡単な材料とボルトナツトを組合せた
連結固定手段にて容易に組立可能であるから高所
での組立乃至解体に際しても迅速に為し得る等諸
多の優れた効果をもたらす有益な考案である。(Effects) The present invention has two supporting plates 16a and 16b joined from the upper and lower surfaces of arm main members 9 and 9, and
a, 18b form a vertical portion 13a assembled to the vertical members 17, 17, and a pair of horizontal members 2
1 and 21, and a horizontal portion 14 formed by connecting and fixing a tightening fixing portion 25 to the inner end portions 23, 23 of the supporting member 10 by means of a right-angled connecting portion 15. Since the device is characterized in that it is assembled and configured to have an L-shape when viewed from the front, when working on the armrest 3 exhibiting the gassho arm structure 12, the worker must attach a safety belt called a toro to the main arm of the armrest. 9 and supports 10 at appropriate locations can be provided with a simple structure, and when working on arms 3 and 6, work safety such as handrails and footrails can be provided. Since the equipment can be provided, safe work can be ensured, and the overall structure can be easily constructed by combining simple materials such as angle steel and bolts and nuts, without making holes in existing members. This is a useful device that brings about many excellent effects, such as being able to be assembled and disassembled quickly even at high places.
第1図は一般的規模の送電用鉄塔の正面図、第
2〜5図は第1実施例を示し、第2図は腕金3の
先端部4の拡大正面図、第3図は同底面図、第4
図は本考案装置の左側面図、第5図は第2図A−
A線断面図である。第6〜9図は第2実施例を示
し、第6図は腕金6の先端部7の拡大正面図、第
7図は同平面図、第8図は本考案装置の側面図、
第9図は第6図B−B線断面図である。
符号表、1……送電用鉄塔、2……鉄塔本体、
3……地線腕金、4……先端部、5……地線、6
……送電線腕金、7……先端部、8……送電線、
9……腕金主材、10……支え材、10a……吊
材、11……交差結合部、12……合掌アーム構
造体、13……地線腕金用の作業安全装置、13
a……垂直部、14……水平部、15……直角連
結部、16……支持板、17……垂直部材、1
8,20,26,30……固定部、19……間隔
保持材、21……水平部材、22,23……外
側、内側端部、24……長さ調整部、25……締
付固定部、27……通孔、28……ボルトナツ
ト、29……ジヨイント部材、31,32,33
……長孔。
Fig. 1 is a front view of a general-sized power transmission tower, Figs. 2 to 5 show the first embodiment, Fig. 2 is an enlarged front view of the tip 4 of the cross arm 3, and Fig. 3 is the bottom view of the same. Figure, 4th
The figure is a left side view of the device of the present invention, and Figure 5 is Figure 2A-
It is an A-line sectional view. 6 to 9 show the second embodiment, FIG. 6 is an enlarged front view of the tip 7 of the arm arm 6, FIG. 7 is a plan view thereof, and FIG. 8 is a side view of the device of the present invention.
FIG. 9 is a sectional view taken along the line B--B in FIG. 6. Code list, 1...Power transmission tower, 2...Tele tower main body,
3...Ground wire arm, 4...Tip, 5...Ground wire, 6
...Power transmission line arm, 7...Tip, 8...Power transmission line,
9... Arm main material, 10... Supporting material, 10a... Hanging material, 11... Cross joint, 12... Gassho arm structure, 13... Work safety device for ground wire arm, 13
a... Vertical part, 14... Horizontal part, 15... Right angle connecting part, 16... Support plate, 17... Vertical member, 1
8, 20, 26, 30... Fixed part, 19... Spacing member, 21... Horizontal member, 22, 23... Outer, inner end, 24... Length adjustment part, 25... Tightening fixation Part, 27... Through hole, 28... Bolt nut, 29... Joint member, 31, 32, 33
...Long hole.
Claims (1)
位置の上面及び下面に夫々接合された支持板16
a,16bと、 当該支持板16a,16bに、固定部18a,
18bを介して、一端部が組み付けられ、他端が
下方に突出した垂直部13と、 上記垂直部13の下端部に、一端部が接続さ
れ、他端部が、上記送電用鉄塔の外側方向に突出
した一対の水平部材21,21と、 当該水平部材21,21の外方部の内側端部2
3,23に取り付けた締付固定部25と、 から構成された構造部材であつて、 上記腕金主材9,9の鉄塔側所定の位置から外
側斜め下方に突出した支え材の端部を上記締付固
定部25で支持固定したことを特徴とする送電用
鉄塔に於ける腕金先端部の作業安全装置。[Scope of Claim for Utility Model Registration] Support plates 16 joined to the upper and lower surfaces of the arm main members 9, 9 at predetermined positions, respectively, forming a power transmission tower.
a, 16b, and the supporting plates 16a, 16b have fixed parts 18a,
18b, one end of which is assembled and the other end of which protrudes downward, one end of which is connected to the lower end of the vertical part 13, and the other end of which is connected to the outside of the power transmission tower. A pair of horizontal members 21, 21 protruding from the outside, and an inner end 2 of the outer part of the horizontal members 21, 21.
3, 23, and a structural member consisting of: a tightening fixing part 25 attached to the arms 9, 23; A work safety device for the tip of a arm in a power transmission tower, characterized in that it is supported and fixed by an attached fixing part 25.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20135886U JPH0425876Y2 (en) | 1986-12-26 | 1986-12-26 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20135886U JPH0425876Y2 (en) | 1986-12-26 | 1986-12-26 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63104546U JPS63104546U (en) | 1988-07-06 |
| JPH0425876Y2 true JPH0425876Y2 (en) | 1992-06-22 |
Family
ID=31164734
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP20135886U Expired JPH0425876Y2 (en) | 1986-12-26 | 1986-12-26 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0425876Y2 (en) |
-
1986
- 1986-12-26 JP JP20135886U patent/JPH0425876Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS63104546U (en) | 1988-07-06 |
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