JPH0220249Y2 - - Google Patents

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Publication number
JPH0220249Y2
JPH0220249Y2 JP469684U JP469684U JPH0220249Y2 JP H0220249 Y2 JPH0220249 Y2 JP H0220249Y2 JP 469684 U JP469684 U JP 469684U JP 469684 U JP469684 U JP 469684U JP H0220249 Y2 JPH0220249 Y2 JP H0220249Y2
Authority
JP
Japan
Prior art keywords
rotary body
rope
driving
work scaffold
axis direction
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
Application number
JP469684U
Other languages
Japanese (ja)
Other versions
JPS60120009U (en
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
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Priority to JP469684U priority Critical patent/JPS60120009U/en
Publication of JPS60120009U publication Critical patent/JPS60120009U/en
Application granted granted Critical
Publication of JPH0220249Y2 publication Critical patent/JPH0220249Y2/ja
Granted legal-status Critical Current

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Landscapes

  • Bridges Or Land Bridges (AREA)

Description

【考案の詳細な説明】 本考案は、長大吊橋における作業足場の登坂補
助装置に関する。
[Detailed Description of the Invention] The present invention relates to a slope climbing assist device for work scaffolding on a long suspension bridge.

長大吊橋の架設工事にさいして、対岸の橋台と
該橋台間に橋軸方向間隔おいて立設された主塔頂
部とにわたつて作業足場が橋軸方向に架設され、
該作業足場の床組上でケーブル架設作業その他各
種作業が実施されている。
During the erection work of a long suspension bridge, work scaffolding is erected in the bridge axis direction across the abutments on the opposite bank and the tops of the main towers erected at intervals in the bridge axis direction between the abutments,
Cable erection work and other various works are being carried out on the floor assembly of the work scaffold.

而して、作業員は足場が不安定な床組上を長距
離(数百メートル)に渡る歩行が余儀なくされ
る。
As a result, workers are forced to walk long distances (several hundred meters) on floor structures with unstable footing.

作業足場の床組はその全長が1500メートル以上
に及ぶ場合もあり、床組の勾配は塔頂近くでは
30゜を越える場合があるにも拘らず、歩行に際し
て何の機械的補勿手段も今まで採用されていなか
つた。
The total length of the floor assembly of the work scaffold may be more than 1,500 meters, and the slope of the floor assembly is steep near the top of the tower.
Even though the angle may exceed 30°, no mechanical compensation has been used until now for walking.

従つて、急勾配で風圧等で揺れる不安定な床組
上を長距離に渡つて日に何回も歩行することは作
業員にとつて非常な苦痛であるばかりか疲労蓄積
の要因となつていた。その結果として作業能率の
低下を招くばかりでなく、危険予知能力、瞬間的
判断力、運動能力、敏しよう性等が疲労によつて
ややもすると低下し安全性の点で問題となつてい
る。
Therefore, walking over long distances multiple times a day on steep slopes and unstable floor structures that sway due to wind pressure, etc. is not only extremely painful for workers, but also causes fatigue. Ta. As a result, not only does this lead to a decrease in work efficiency, but also the ability to foresee danger, instantaneous judgment, athletic ability, agility, etc. deteriorate due to fatigue, which poses a safety problem.

そこで、本考案は斯る従来の問題点を解消せん
ため作業足場の勾配部に登坂補助装置を設けるこ
とにより、作業足場での作業員歩行時間の短縮に
よつて作業能率の向上とこれに伴う工期の短縮を
図り、更には、作業員の極度な疲労防止を図つて
労働安全及び衛生上にも有効としたものであり、
従つて、本考案では、対岸の橋台と該橋台間に橋
軸方向間隔おいて立設された塔頂部とにわたつて
作業足場が橋軸方向に架設されたものにおいて、
作業足場の勾配部における少なくとも一側に橋軸
方向間隔において駆動体を有する駆動回転体と従
動回転体とがそれぞれ配置され、該駆動回転体と
従動回転体のそれぞれにつかみロープが無端状に
掛張され、前記駆動回転体と従動回転体の近傍に
前記駆動体を作動停止する制御手段がそれぞれ設
けられ、更に、前記つかみロープの初期張力を一
定にする張力安定機構が備えられていることを特
徴とする。
Therefore, in order to solve these conventional problems, the present invention provides a slope climbing assist device on the slope part of the work scaffold, thereby improving work efficiency by shortening the time required for workers to walk on the work scaffold. This is effective in terms of occupational safety and health by shortening the construction period and preventing workers from becoming extremely fatigued.
Therefore, in the present invention, in a structure in which a work scaffold is erected in the axial direction of the bridge across the abutment on the opposite bank and the tower top that is erected at intervals in the axial direction between the abutments,
A driving rotating body and a driven rotating body each having a driving body are disposed at least on one side of the slope of the work scaffold at intervals in the bridge axis direction, and gripping ropes are endlessly hung on each of the driving rotating body and the driven rotating body. control means for deactivating the drive bodies are provided in the vicinity of the driving rotary body and the driven rotary body, and a tension stabilizing mechanism is further provided to keep the initial tension of the grab rope constant. Features.

以下、図面を参照して本考案の実施例を詳述す
る。
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

第1図において、1,2は対岸の橋台、3,4
は主塔であり、前記橋台1,2間の橋軸方向に間
隔おいて立設され、その各塔頂部3A,4Aには
サドルが設けられている。5はキヤツトウオーク
と呼ばれるケーブル架設用の作業足場であり、第
3図で示す如く床組5Aとその両側の手摺部材5
Bとからなり、前記橋台1,2、塔頂部3A,4
Aに渡つて橋軸方向に架設され、塔頂部近くには
勾配部6を有する。
In Figure 1, 1 and 2 are abutments on the opposite bank, 3 and 4
is a main tower, which is erected at intervals in the bridge axis direction between the abutments 1 and 2, and a saddle is provided at each of the tower tops 3A and 4A. Reference numeral 5 designates a work scaffold for cable installation called a catwalk, which includes a floor assembly 5A and handrail members 5 on both sides thereof, as shown in FIG.
B, the abutment 1, 2, tower top 3A, 4
It is constructed across A in the bridge axis direction, and has a sloped section 6 near the top of the tower.

その他、第1図において、7はハンガーロー
プ、8はストームロープを示している。
In addition, in FIG. 1, 7 indicates a hanger rope, and 8 indicates a storm rope.

而して、前記勾配部6における床組5Aの少な
くとも一側には第2図で概略構成を示す如く本考
案に係る登坂補助装置9が手摺部材5Bの内側に
設けられている。
At least one side of the floor assembly 5A in the slope section 6 is provided with a slope climbing assist device 9 according to the present invention, as schematically shown in FIG. 2, inside the handrail member 5B.

登坂補助装置9は第2図、第3図で概略示す如
く勾配部6に橋軸方向間隔おいて配置された駆動
回転体10と従動回転体11、該回転体10,1
1間に無端状とされかつ複数のガイド回転体12
を介して掛張されたつかみロープ13及び該ロー
プ13に一定の初期張力を付与する張力安定機構
14並びに駆動体を作動停止する回転体10,1
1の近傍に備えられた制御手段15,16から主
構成されている。
As schematically shown in FIGS. 2 and 3, the slope climbing assist device 9 includes a driving rotary body 10 and a driven rotary body 11, which are arranged at intervals in the bridge axis direction on the slope part 6, and the rotary bodies 10, 1.
A plurality of guide rotating bodies 12 each having an endless shape between them.
A grasping rope 13 suspended through the rope 13, a tension stabilizing mechanism 14 that applies a constant initial tension to the rope 13, and rotating bodies 10 and 1 that deactivate the driving body.
It is mainly composed of control means 15 and 16 provided near 1.

本実施例では駆動回転体10は勾配部6の上側
にあり、第4図で示す如く床組5A上に架台17
が取付けられ、架台17の上部に設けた軸受部1
8に回転軸である傾向横軸19が軸支され、該傾
斜横軸19は電磁ブレーキ付ギヤードモータで示
す駆動体20によつて駆動可能とされている。
In this embodiment, the drive rotating body 10 is located above the slope part 6, and a pedestal 17 is placed on the floor assembly 5A as shown in FIG.
is attached to the bearing part 1 provided on the upper part of the pedestal 17.
A horizontal tilting shaft 19, which is a rotating shaft, is pivotally supported at 8, and the horizontal tilting shaft 19 can be driven by a drive body 20, which is a geared motor with an electromagnetic brake.

そして、傾斜横軸19はキヤプスタンで例示す
る駆動体10が取付けられ、その径は作業員の腰
の高さHにロープ上域が位置すべくされ、また、
幅50cmの大きさLを確保して下域ロープに作業員
がつまづかないよう上部が床組5Aの内側に向く
よう傾斜されている。
A driving body 10, exemplified by a capstan, is attached to the inclined horizontal shaft 19, and its diameter is set so that the upper rope area is located at the height H of the worker's waist.
It is slanted so that the upper part faces inside the floor assembly 5A to ensure a width L of 50 cm and to prevent workers from tripping on the lower rope.

21はブラケツトであり、その三方先端にはロ
ープ離脱防止ピン22を有する。
Reference numeral 21 denotes a bracket, which has rope detachment prevention pins 22 at its three ends.

なお、駆動回転体10をキヤプスタンとしたと
きはその径が約1mと大きくなることから、第5
図で符号10A,10Bで示す如く30〜50cm径の
キヤプスタンとシープに分けて構成してもよく、
又、つかみロープ13のキヤプスタン溝面内での
滑りを防止するために何回も巻付けるときは第6
図に示すキヤプスタン溝形状10Cとしたものが
採用できる。
Note that when the driving rotary body 10 is a capstan, its diameter is as large as approximately 1 m, so the fifth
As shown by numerals 10A and 10B in the figure, the structure may be divided into a capstan and a sheep with a diameter of 30 to 50 cm.
Also, when wrapping the gripping rope 13 many times in order to prevent it from slipping in the capstan groove surface, the sixth
A capstan groove shape 10C shown in the figure can be adopted.

第7図、第8図は従動回転体11の詳細を示
し、床組5Aに取付けた架台23、架台23の軸
受部24に軸支された回転軸となる傾斜横軸2
5、該軸25に取付けられたキヤプスタンで示す
回転体11、ロープ離脱防止ピン26を有するブ
ラケツト27を備えている点は前述の駆動回転体
10と同じであり、しかも高さH、大きさLも同
じである。
7 and 8 show details of the driven rotating body 11, a pedestal 23 attached to the floor assembly 5A, and an inclined horizontal shaft 2 serving as a rotating shaft supported by a bearing portion 24 of the pedestal 23.
5. It is the same as the driving rotor 10 described above in that it includes the rotating body 11 represented by a capstan attached to the shaft 25 and a bracket 27 having a rope detachment prevention pin 26, and has a height H and a size L. The same is true.

即ち、駆動回転体10と従動回転体11はその
上部側が下部側に対して床組内方に位置し、ロー
プ13を作業員がつかむのに便利なようにされ、
しかも下部ロープに足をひつかけないようにされ
てここに同一傾斜面内で回転されるのである。な
お、第8図において、11A,11Bはキヤプス
タンとシープからなる従動回転体の場合を示して
いる。
That is, the upper side of the driving rotary body 10 and the driven rotary body 11 are located inside the floor assembly with respect to the lower side, so that it is convenient for the worker to grasp the rope 13.
Moreover, they are rotated within the same inclined plane without their feet getting caught on the lower rope. In addition, in FIG. 8, 11A and 11B indicate the case of driven rotating bodies consisting of a capstan and a sheep.

第9図、第10図を参照すると、ガイド回転体
12の支持構造一例が示されており、28はブラ
ケツトであり、本例ではつづみ形回転体の軸29
がネジ調整体30を介して高さ方向調整固定自在
とされ、該軸29に軸受31を介してガイド回転
体12が空転自由に套嵌支持されているととも
に、回転体12の上方にはロープ脱離防止用のロ
ーラ32が架設されている。なお、ガイド回転体
12の外周表面にはゴムその他の弾性保護層12
Aを設けることが望ましい。
Referring to FIGS. 9 and 10, an example of a support structure for the guide rotating body 12 is shown, and 28 is a bracket, and in this example, the shaft 29 of the clutch-shaped rotating body is shown.
can be freely adjusted and fixed in the height direction via a screw adjuster 30, and a guide rotating body 12 is supported on the shaft 29 via a bearing 31 so as to freely rotate, and a rope is provided above the rotating body 12. A roller 32 for preventing detachment is installed. Note that the outer peripheral surface of the guide rotating body 12 is coated with a rubber or other elastic protective layer 12.
It is desirable to provide A.

第11図、第12図を参照すると、張力安定機
構14の一例が詳細に示されている。
Referring to FIGS. 11 and 12, an example of the tension stabilization mechanism 14 is shown in detail.

即ち、33はベースで、床組5A上に取付けら
れ、それぞれガイドシープ34,35を備えてい
る。36はトラムウエイサポートロープ、37は
ギヤローズフレームであり、これらはケーブル工
事における作業足場5上の設備として不可欠なも
のであり、従つて、本例ではフレーム37にブラ
ケツト38を取付け、該ブラケツト38にガイド
シープ39,40を備え、前記各シープおよびフ
ローテイングシープ41につかみロープ13を図
示のように掛け渡すとともにジープ41のブラケ
ツトにウエイト42を懸吊させてロープ13の初
期張力を確保している。
That is, a base 33 is mounted on the floor assembly 5A and is provided with guide sheeps 34 and 35, respectively. 36 is a tramway support rope, and 37 is a gear rose frame, which are indispensable equipment on the work scaffold 5 in cable construction. Therefore, in this example, a bracket 38 is attached to the frame 37, and the bracket 38 The jeep 41 is provided with guide sheeps 39 and 40, and the grasping rope 13 is hung around each of the above-mentioned sheeps and the floating sheep 41 as shown in the figure, and a weight 42 is suspended from the bracket of the jeep 41 to ensure the initial tension of the rope 13. There is.

なお、張力安定機構14は第2図で示す如く床
組5Aの下方にウエイト42Aを設けて構成する
のを初め、スプリング力を利用して自動テンシヨ
ン機構を初め各種機構を採用できる。
The tension stabilizing mechanism 14 can be constructed by providing a weight 42A below the floor assembly 5A as shown in FIG. 2, or can employ various mechanisms including an automatic tension mechanism using spring force.

また、図示しないけれども、過負荷警報装置、
終点報知装置、ロープカバー、過負荷防止装置、
ロープ伸び検出装置、非常停止装置等の安全装置
を付帯させることができ、又、張力安定機構14
には前述したロープ離脱防止機構を設けることが
できる。又、ロープは樹脂ロープ等材質は任意で
ある。
Although not shown, an overload warning device,
End point notification device, rope cover, overload prevention device,
Safety devices such as a rope stretch detection device and an emergency stop device can be attached, and the tension stabilization mechanism 14
can be provided with the above-mentioned rope separation prevention mechanism. Further, the rope may be made of any material such as a resin rope.

次に、作用を説明すると、塔頂部3A,4Aに
作業員が登坂する場合には、制御手段16を作業
員がスイツチONし、駆動体20を起動させ、つ
かみロープ13を第2図の矢示方向に循環回走さ
せる。
Next, to explain the operation, when a worker climbs uphill to the tower tops 3A and 4A, the worker turns on the control means 16, starts the drive body 20, and moves the grab rope 13 with the arrow shown in FIG. Circulate in the direction shown.

これにより、作業員は当該ロープ13をつかむ
ことによつて、勾配部6を容易かつ軽快に労少な
くして登坂することができる。
Thereby, by grasping the rope 13, the worker can easily and easily climb the slope 6 with less effort.

ロープ13は駆動回転体10および従動回転体
11の上部側が下部側に対し内向となるように傾
斜されている故に、つかみ易くしかも足元を広い
状態にして登坂することができる。
Since the rope 13 is inclined so that the upper side of the driving rotary body 10 and the driven rotary body 11 is inward with respect to the lower side, the rope 13 is easy to grasp and can be climbed with a wide footing.

そして、登坂後にあつては制御手段15を停止
方向に操作することによつて駆動体20を停止す
ることができる。なお、長時間連続運転をすれ
ば、区画内任意の位置にて補助走行力による歩行
を実施できる。
After climbing the slope, the driving body 20 can be stopped by operating the control means 15 in the stopping direction. Furthermore, if the vehicle is operated continuously for a long period of time, it is possible to walk using the auxiliary running force at any position within the section.

本考案は以上の通りであり、制御手段15,1
6の作動停止によつて、駆動回転体10と従動回
転体11間に掛張されたつかみロープ13を循環
回走並びに停止させることができ、ここに、勾配
部6による登坂が軽快、労少なくでき、作業員の
疲労を軽減できる。従つて、工期短縮が図れる
し、作業能率が向上できる。
The present invention is as described above, and the control means 15, 1
By stopping the operation of 6, the gripping rope 13 suspended between the driving rotary body 10 and the driven rotary body 11 can be circulated and stopped. This can reduce worker fatigue. Therefore, the construction period can be shortened and work efficiency can be improved.

又、つかみロープ13は張力安定機構14によ
り初期張力が安定、一定とされていることから、
ロープ13の滑りがなく、又、駆動回転体10、
従動回転体11をダブル構造とすれば、より滑り
が防止できることになる。
Furthermore, since the initial tension of the gripping rope 13 is kept stable and constant by the tension stabilizing mechanism 14,
There is no slippage of the rope 13, and the drive rotating body 10,
If the driven rotating body 11 has a double structure, slippage can be further prevented.

更に、駆動回転体10、従動回転体11はその
上部が下部に対して内向に傾斜された下で回転さ
れ、これにロープ13が掛けられているので、登
坂中、ロープ13のつかみが容易となるし、ロー
プ13への足元の引掛りはない利点を併有する。
Furthermore, the driving rotary body 10 and the driven rotary body 11 are rotated with their upper parts inclined inwardly relative to their lower parts, and since the rope 13 is hung thereon, it is easy to grasp the rope 13 while climbing a slope. This also has the advantage that the rope 13 does not get caught under the feet.

従つて、長大吊橋における作業足場のように不
安定なものを対象とするときに誠に意義がある。
Therefore, it is of great significance when dealing with unstable objects such as work scaffolding on long suspension bridges.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本考案の実施一例を示し、第1図は吊橋
作業足場の架設状態正面図、第2図は歩行補助装
置の全体構成概略図、第3図はその断面一部省略
図、第4図は駆動回転体の支持部一例の詳細図、
第5図は第4図A−A矢示の一部省略図、第6図
は回転体の部分他例説明図、第7図は従動回転体
の支持部一例の詳細図、第8図は第7図A−A矢
示の一部省略図、第9図はガイド回転体の支持部
一例の正面図、第10図は第9図の一部切欠断面
図、第11図は張力安定機構一例の正面図、第1
2図は同じく側面図である。 1,2……橋台、3A,4A……塔頂部、5…
…作業足場、6……勾配部、10……駆動回転
体、11……従動回転体、13……つかみロー
プ、14……張力安定機構、20……駆動体。
The drawings show an example of the implementation of the present invention; Fig. 1 is a front view of the suspension bridge work scaffold in an erected state, Fig. 2 is a schematic diagram of the overall configuration of the walking aid device, Fig. 3 is a partially omitted cross-sectional view thereof, and Fig. 4 is a detailed diagram of an example of the support part of the drive rotor,
FIG. 5 is a partially omitted view of the arrow A-A in FIG. Fig. 7 is a partially omitted view taken along arrow A-A, Fig. 9 is a front view of an example of the support part of the guide rotating body, Fig. 10 is a partially cutaway sectional view of Fig. 9, and Fig. 11 is a tension stabilizing mechanism. Front view of an example, 1st
Figure 2 is also a side view. 1, 2... Bridge abutment, 3A, 4A... Tower top, 5...
. . . Working scaffold, 6 .

Claims (1)

【実用新案登録請求の範囲】 1 対岸の橋台1,2と該橋台1,2間に橋軸方
向間隔おいて立設された塔頂部3A,4Aとに
わたつて作業足場5が橋軸方向に架設されたも
のにおいて、作業足場5の勾配部6における少
なくとも一側に橋軸方向間隔おいて駆動体20
を有する駆動回転体10と従動回転体11とが
それぞれ配置され、該駆動回転体10と従動回
転体11のそれぞれにつかみロープ13が無端
状に掛張され、前記駆動回転体10と従動回転
体11の近傍に前記駆動体20を作動停止する
制御手段15,16がそれぞれ設けられ、更
に、前記つかみロープ13の初期張力を一定に
する張力安定機構14が備えられていることを
特徴とする長大吊橋における作業足場の登坂補
助装置。 2 駆動回転体10と従動回転体11のそれぞれ
は傾斜横軸19,25の回りに軸支され、該回
転体10,11のそれぞれは上部側が下部側に
対して作業足場5の内側に位置する傾斜平面上
で回転自在とされていることを特徴とする実用
新案登録請求の範囲第1項記載の長大吊橋にお
ける作業足場の登坂補助装置。
[Claims for Utility Model Registration] 1. A work scaffold 5 extending in the bridge axis direction across the abutments 1 and 2 on the opposite bank and the tower tops 3A and 4A erected between the abutments 1 and 2 with an interval in the bridge axis direction. In the constructed structure, drive bodies 20 are installed at intervals in the bridge axis direction on at least one side of the slope part 6 of the work scaffold 5.
A driving rotary body 10 and a driven rotary body 11 are respectively disposed, and a gripping rope 13 is endlessly hung around each of the driving rotary body 10 and the driven rotary body 11. Control means 15 and 16 for stopping the actuation of the driving body 20 are respectively provided in the vicinity of the gripping rope 11, and a tension stabilizing mechanism 14 for keeping the initial tension of the gripping rope 13 constant is provided. A climbing aid device for work scaffolding on suspension bridges. 2. Each of the driving rotary body 10 and the driven rotary body 11 is pivotally supported around inclined horizontal shafts 19 and 25, and the upper side of each of the rotary bodies 10 and 11 is located inside the work scaffold 5 with respect to the lower side. A slope-climbing assist device for a work scaffold on a long suspension bridge as claimed in claim 1, characterized in that the device is rotatable on an inclined plane.
JP469684U 1984-01-17 1984-01-17 Climbing support device for work scaffolding on long suspension bridges Granted JPS60120009U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP469684U JPS60120009U (en) 1984-01-17 1984-01-17 Climbing support device for work scaffolding on long suspension bridges

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP469684U JPS60120009U (en) 1984-01-17 1984-01-17 Climbing support device for work scaffolding on long suspension bridges

Publications (2)

Publication Number Publication Date
JPS60120009U JPS60120009U (en) 1985-08-13
JPH0220249Y2 true JPH0220249Y2 (en) 1990-06-04

Family

ID=30480513

Family Applications (1)

Application Number Title Priority Date Filing Date
JP469684U Granted JPS60120009U (en) 1984-01-17 1984-01-17 Climbing support device for work scaffolding on long suspension bridges

Country Status (1)

Country Link
JP (1) JPS60120009U (en)

Also Published As

Publication number Publication date
JPS60120009U (en) 1985-08-13

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