JPH051322B2 - - Google Patents
Info
- Publication number
- JPH051322B2 JPH051322B2 JP6604785A JP6604785A JPH051322B2 JP H051322 B2 JPH051322 B2 JP H051322B2 JP 6604785 A JP6604785 A JP 6604785A JP 6604785 A JP6604785 A JP 6604785A JP H051322 B2 JPH051322 B2 JP H051322B2
- Authority
- JP
- Japan
- Prior art keywords
- frame
- slide
- bridge
- column
- tower
- 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 - Lifetime
Links
- 239000012779 reinforcing material Substances 0.000 claims description 20
- 230000008439 repair process Effects 0.000 claims description 13
- 238000007689 inspection Methods 0.000 claims description 12
- 230000003014 reinforcing effect Effects 0.000 claims description 12
- 239000000725 suspension Substances 0.000 claims description 4
- 230000000694 effects Effects 0.000 description 5
- 238000000034 method Methods 0.000 description 3
- 238000004804 winding Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000001174 ascending effect Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は、吊橋、斜張橋等の塔柱の点検、補
修作業に供される橋梁の点検補修用作業装置に関
する。DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a bridge inspection and repair work device used for inspecting and repairing tower pillars of suspension bridges, cable-stayed bridges, etc.
〔従来の技術〕
吊橋、斜張橋の塔柱は、定期的に溶接部の割れ
の有無や、ボルト接合部のボルトの有無の点検、
塗装の塗り替えなどの補修が行われている。[Conventional technology] Tower pillars of suspension bridges and cable-stayed bridges are periodically inspected for cracks in welded parts and bolts in bolted joints.
Repairs such as repainting are being carried out.
従来においては、橋梁の管理者が双眼鏡等の観
察手段を用いて点検が行われていた。また、塔柱
に点検用の足場を仮設して、直接点検、補修する
方法や、さらには、塔頂よりゴンドラを吊り下
げ、そのゴンドラを昇降させて点検、補修する方
法が行われていた。 In the past, bridge managers conducted inspections using observation means such as binoculars. In addition, a method was used in which scaffolding for inspection was temporarily erected on the tower pillar to directly inspect and repair the tower, and another method was to suspend a gondola from the top of the tower and raise and lower the gondola to inspect and repair.
しかしながら、管理者が目で点検する従来例に
あつては、塔柱の塗装下の錆、腐食などを発見す
るのは難しく、適切な点検が出来ない問題点があ
つた。
However, in the conventional method in which the administrator visually inspects the tower, it is difficult to detect rust, corrosion, etc. under the paint on the tower pillars, and there is a problem in that proper inspection cannot be performed.
また、塔柱に足場を仮設する従来例にあつて
は、大きな橋梁の場合、多大な設備を要し、場所
によつては長時間の交通規制等の処置も必要とな
る問題点や、高所までの足場の仮設は困難である
と共に、作業者が登る場合に、危険性を有する問
題があつた。 In addition, the conventional method of temporarily installing scaffolding on tower pillars requires a large amount of equipment in the case of large bridges, and in some locations, there are problems such as long-term traffic control measures, etc. It was difficult to temporarily erect scaffolding up to the site, and there was a problem that it was dangerous for workers to climb up.
さらに、塔頂よりゴンドラを吊り下げる従来例
にあつては、塔柱補強部のような傾斜面には、ゴ
ンドラが該面に追従出来ず、点検、補修が行えな
い問題点があつた。また、このゴンドラは、高所
において風の影響を受け易く、溶接部の点検等で
は高所作業に不馴れな技術者による点検の必要も
有るため、その安全性に大きな問題点があつた。 Furthermore, in the conventional example in which the gondola is suspended from the top of the tower, there is a problem in that the gondola cannot follow the sloped surface such as the reinforced part of the tower pillar, making inspection and repair impossible. In addition, this gondola is susceptible to the effects of wind at high places, and inspections of welded parts, etc., must be performed by engineers who are not familiar with working at high places, which poses a major safety problem.
この発明は、橋体8の幅方向両側の各塔柱1が
梁部3bによつて連結されてなる吊橋、斜張橋な
どの橋梁の、前記塔柱1頂部に設けられる条体巻
取機2と、前記塔柱1の内側に塔柱1と一体に設
けられている補強材3の内側面3aの上下方向に
沿つて敷設される軌道4を、前記条体巻取機2の
条体で懸吊されて走行する作業車5と、からなる
点検補修用作業装置であつて、前記作業車5を、
前記軌道4を走行する走行フレーム5aと、この
走行フレーム5aの左右両側に、水平面で前後左
右に移動可能に取付けられ、且つ補強材3の側方
の塔柱表面に上下方向に沿つて別途敷設される軌
道6を逸脱しないように走行する各スライドフレ
ーム5bとにより構成して、前記走行フレーム5
a及び両スライドフレーム5bにより前記補強材
3の三方の面に追従可能とし、さらに前記走行フ
レーム5aは、両スライドフレーム5b間で2つ
に分離可能に結合されており、昇降動作に伴つて
分離して前記梁部3bを回避し得るようにして、
橋梁の点検補修用作業装置を構成している。
This invention provides a strip winding machine installed at the top of a tower pillar 1 of a bridge such as a suspension bridge or a cable-stayed bridge in which tower pillars 1 on both sides in the width direction of a bridge body 8 are connected by a beam portion 3b. 2, and a track 4 laid along the vertical direction of the inner surface 3a of the reinforcing material 3 provided inside the column 1 integrally with the column 1. A working device for inspection and repair consisting of a working vehicle 5 that is suspended and travels, the working vehicle 5 being
A running frame 5a that runs on the track 4, and a running frame 5a that is attached to both left and right sides of the running frame 5a so as to be movable back and forth and left and right on a horizontal plane, and separately laid along the vertical direction on the column surface on the side of the reinforcing material 3. and each slide frame 5b that runs so as not to deviate from the track 6 that is set.
A and both slide frames 5b enable the traveling frame 5a to follow the three sides of the reinforcing member 3, and furthermore, the traveling frame 5a is separably connected into two parts between the two slide frames 5b, and can be separated as it moves up and down. so that the beam portion 3b can be avoided by
It constitutes work equipment for inspection and repair of bridges.
塔柱1頂部に設けられる条体巻取機2は、条体
9の巻上げ、巻下げにより、この条体9に懸吊さ
れる作業車5を昇降させる。このとき、作業車5
を構成する走行フレーム5aは、補強材3の内側
面3aに沿つて敷設される軌道4を走行し、ま
た、スライドフレーム5bは、塔柱1に敷設され
る軌道6を逸脱しないように走行する。そして、
このスライドフレーム5bは、昇降に伴い、補強
材3の断面形状、寸法等の変化に応じて、水平面
で走行フレーム5aに対して前後左右に移動し
て、前記寸法等の変化に追従する。そのため、上
下方向において補強材3の断面寸法等が変化して
も、作業車5が常時補強材3の三方を、補強材3
とは一定の距離を維持しながら包囲した状態とな
り、補強材3の全面的な点検及び補修を可能とす
る。
A strip winder 2 provided at the top of the column 1 raises and lowers a working vehicle 5 suspended from the strip 9 by winding up and lowering the strip 9. At this time, work vehicle 5
The running frame 5a that constitutes the tower runs on a track 4 laid along the inner surface 3a of the reinforcing member 3, and the slide frame 5b runs on a track 6 laid on the tower column 1 so as not to deviate from it. . and,
As the slide frame 5b moves up and down, it moves back and forth and left and right with respect to the traveling frame 5a on a horizontal plane according to changes in the cross-sectional shape, dimensions, etc. of the reinforcing member 3, and follows changes in the dimensions, etc. Therefore, even if the cross-sectional dimensions of the reinforcing material 3 change in the vertical direction, the work vehicle 5 always protects the reinforcing material 3 from three sides.
The reinforcing material 3 is surrounded by the reinforcing material 3 while maintaining a certain distance therebetween, and the reinforcing material 3 can be completely inspected and repaired.
また、走行フレーム5aは、両スライドフレー
ム5b間で2つに分離可能に結合されているた
め、昇降動作に伴つて分離することができるか
ら、橋体8の幅方向両側の各塔柱1を連結する梁
部3bを、前記分離によつて回避しつつ昇降する
ことができる。このため、前記梁部3bの上下間
の移動が可能になつて、1台の作業車5で効率よ
く点検及び補修を行うことができる。 Furthermore, since the traveling frame 5a is separably connected in two parts between both slide frames 5b, it can be separated as it moves up and down. The connecting beam portions 3b can be raised and lowered while being avoided by the separation. Therefore, the beam portion 3b can be moved vertically, and inspection and repair can be performed efficiently with one working vehicle 5.
以下、この発明の詳細を図面に示す一実施例に
ついて説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention shown in the drawings will be described in detail below.
図中、1は斜張橋の塔柱であつて、通常、立設
された2本の塔柱1,1の所定レベルに架設され
た梁7の上に、橋体8が設けられている。また、
この塔柱1,1の上部には、相対向する面を結ん
で略H字状の補強材3が設けられていて、両塔柱
1,1に働く橋軸方向、及び橋軸と直角方向の外
力に対する強度を付加している。 In the figure, 1 is a tower pillar of a cable-stayed bridge, and a bridge body 8 is usually installed on a beam 7 that is constructed at a predetermined level of two tower pillars 1, 1 that are erected. . Also,
A substantially H-shaped reinforcing member 3 is provided at the top of the tower pillars 1, 1 by connecting the opposing surfaces, and acts on both tower pillars 1, 1 in the bridge axis direction and in the direction perpendicular to the bridge axis. This adds strength against external forces.
なお、この補強材3の厚さは、通常、塔柱1の
橋軸方向の幅寸法より小さく、その水平面での断
面形状は、台形であり、第5図及び第6図に示す
ように、下端部から梁部3bに向けて漸次その高
さhは長くなつている。第5図は、第6図より低
い位置の、補強材3及び塔柱の断面を示してい
る。また、この高さhは、該梁部3bの上方にお
いては、上方に向けて漸次短くなつている。 Note that the thickness of this reinforcing material 3 is usually smaller than the width dimension of the tower pillar 1 in the bridge axis direction, and its cross-sectional shape in the horizontal plane is trapezoidal, as shown in FIGS. 5 and 6. The height h gradually increases from the lower end toward the beam portion 3b. FIG. 5 shows a cross section of the reinforcing material 3 and the tower column at a lower position than in FIG. 6. Further, the height h gradually decreases upwardly above the beam portion 3b.
かかる補強材3の内側面3aには、その面に沿
つて上下に、H鋼でなる2条の軌道4,4を敷設
している。また、この補強材3の両側方の、前記
塔柱1の橋体8側を向く表面には、別の軌道6,
6を敷設している。 On the inner surface 3a of the reinforcing material 3, two tracks 4, 4 made of H steel are laid down above and below the surface. Further, on the surface of the tower column 1 facing the bridge body 8 side on both sides of this reinforcing material 3, another track 6,
6 is installed.
そして、前記塔柱1の塔頂部には、ワイヤロー
プ、チエーン等の条体9,9の巻取りを行う条体
巻取機2を搭載している。 A strip winder 2 for winding strips 9, such as wire ropes and chains, is mounted on the top of the column 1.
これら条体9,9は、一機の作業車5に繋着さ
れており、両条体9,9が同期的に巻取られるこ
とにより、当該作業車5が上昇する。 These strips 9, 9 are connected to one working vehicle 5, and when both strips 9, 9 are wound synchronously, the working vehicle 5 is raised.
この作業車5は、走行フレーム5aと、この走
行フレーム5aの両端部に、水平面で前後左右の
方向に移動可能に取付けられたスライドフレーム
5b,5bとから構成されている。 The work vehicle 5 is composed of a traveling frame 5a and slide frames 5b, which are attached to both ends of the traveling frame 5a so as to be movable in front, rear, left and right directions on a horizontal plane.
走行フレーム5aには、前記軌道4,4を走行
する車輪10,10が軸装されており、また、前
記スライドフレーム5b,5bの塔柱1寄りの端
部には、前記軌道6,6を逸脱しないように走行
する車輪部11,11が設けられており、前記条
体9,9で吊り上げられると、この作業車5は、
安定性を保持しながら走行する。なお、この条体
9,9が巻戻された場合にも、やはり安定性を保
持しつつ下降動作を行う。 Wheels 10, 10 that run on the tracks 4, 4 are mounted on the running frame 5a, and the tracks 6, 6 are mounted on the ends of the slide frames 5b, 5b closer to the column 1. Wheel parts 11, 11 are provided that run so as not to run off, and when lifted by the strips 9, 9, this work vehicle 5
Drive while maintaining stability. Note that even when the strips 9, 9 are rewound, the descending operation is still performed while maintaining stability.
また、前記走行フレーム5aは、その両端間
の、特に中央部で分離可能となるよう係止具1
2,12で接合、係止されていて、当該作業車5
が上昇して、補強材3の梁部3bに至つた場合
に、この係止具12,12を解除して、これら分
割された走行フレーム5aをスライドフレーム5
b側に逃がすことにより、この作業車5の該梁部
3bの通過上昇が可能となる。この場合、特に、
梁部3bの上下方向に亘つて、該補強材3の両側
面に、別途H鋼レールからなる軌道13を敷設し
ており、この軌道13には、スライドフレーム5
bに別途軸装された車輪14が、走行するように
しており、とりわけ車輪14は、上記軌道13を
走行時に逸脱しないような態様とされている。 Further, the traveling frame 5a is provided with a locking tool 1 so that the traveling frame 5a can be separated between both ends thereof, particularly at the center.
2 and 12, and the work vehicle 5
When it rises and reaches the beam part 3b of the reinforcing member 3, the locking tools 12, 12 are released and the divided running frame 5a is moved to the slide frame 5.
By letting it escape to the b side, it becomes possible for the working vehicle 5 to pass and rise through the beam portion 3b. In this case, especially
A track 13 made of H steel rails is separately laid on both sides of the reinforcing member 3 in the vertical direction of the beam portion 3b, and a slide frame 5 is mounted on this track 13.
Wheels 14, which are separately mounted on the shafts of b, are adapted to run, and in particular, the wheels 14 are designed in such a manner that they do not deviate from the track 13 when running.
このため、2つに分離された作業車5は、同期
的に巻取られる条体9,9により補強材3の両側
面を安定して上昇し、この両側面の点検、補修作
業が可能となる。そして、2つに分離された作業
車5が梁部3b通過上昇した後は、走行フレーム
5aを係止具12,12で再度結合固定すること
により補強材3の内側面3a及び両側面の作業が
可能となる。また、作業車5の上面には、床部を
囲撓する手摺り14を立設して、作業者の安全性
を確保している。なお、この手摺り14は、走行
フレーム5aとスライドフレーム5bの動作に伴
い、適応した動きをするように構成されている。 Therefore, the work vehicle 5, which has been separated into two parts, can stably ascend both sides of the reinforcing material 3 by the strips 9, 9 that are wound synchronously, and inspection and repair work can be performed on both sides. Become. After the work vehicle 5 which has been separated into two passes through the beam portion 3b and ascends, the traveling frame 5a is reconnected and fixed with the locking tools 12, 12, and work on the inner surface 3a and both side surfaces of the reinforcing member 3 is carried out. becomes possible. Furthermore, a handrail 14 that surrounds the floor is provided on the top surface of the work vehicle 5 to ensure the safety of the worker. The handrail 14 is configured to move in accordance with the movements of the travel frame 5a and slide frame 5b.
以下、走行フレーム5aとスライドフレーム5
bの動作機構を説明する。 Below, the traveling frame 5a and the slide frame 5
The operating mechanism of b will be explained.
第4図に示すように、走行フレーム5aの下面
には、その長手方向に平行な2条のスライドレー
ル15,15が設けてあり、これらスライドレー
ル15,15に摺動可能に係止される摺動部材1
6,16を左右スライド部17に一体に設けてい
る。また、この左右スライド部17には、前後ス
ライド部18を嵌合し、この前後スライド部18
に設けたスライド杆19を、左右スライド部17
の内側面に設けたガイド管20に挿通して、前後
スライド部18の摺動方向を規制している。 As shown in FIG. 4, two slide rails 15, 15 parallel to the longitudinal direction are provided on the lower surface of the traveling frame 5a, and are slidably locked to these slide rails 15, 15. Sliding member 1
6 and 16 are integrally provided on the left and right slide portions 17. Further, a front and rear slide section 18 is fitted into the left and right slide section 17.
The slide rod 19 provided on the left and right slide portions 17
The guide tube 20 is inserted into the guide tube 20 provided on the inner surface of the guide tube 20 to regulate the sliding direction of the front-rear slide section 18.
また、左右スライド部17と前後スライド部1
8は、夫々の摺動方向に設けたラツク板(図示省
略)を、それに噛合する歯車(図示省略)を、回
動させることによつて駆動させるものであつて、
スライドフレーム5bの適宜個所に設けたハンド
ル20a,20b,20c,20dの駆動操作に
より動作を行う。 In addition, the left and right slide parts 17 and the front and rear slide parts 1
Reference numeral 8 is for driving rack plates (not shown) provided in each sliding direction by rotating gears (not shown) meshing with the rack plates (not shown).
The operation is performed by driving handles 20a, 20b, 20c, and 20d provided at appropriate locations on the slide frame 5b.
なお、第5図及び第6図は、走行フレーム5a
とスライドフレーム5b,5bの状態を示してい
る。 Note that FIGS. 5 and 6 show the running frame 5a.
This shows the state of the slide frames 5b, 5b.
第5図は、補強材3の下端部又は上端部付近に
作業車5が位置している状態を示しており、該補
強材3の水平断面の台形の高さh1は短いため、ス
ライドフレーム5b,5bは、走行フレーム5a
に対して塔柱1と反対側方向に後退している。 FIG. 5 shows a state where the work vehicle 5 is located near the lower end or the upper end of the reinforcing member 3, and since the height h1 of the trapezoid in the horizontal section of the reinforcing member 3 is short, the slide frame 5b, 5b are running frames 5a
In contrast, it is retreating in the direction opposite to the tower pillar 1.
また、第6図においては、高さh2が長くなつた
梁部3b付近の作業車5の状態を示しており、ス
ライドスレーム5b,5bが走行フレーム5aに
対して塔柱1の方向に前進し、また、スライドフ
レーム5b,5bの間隔が長くなつている。この
ように、補強材3の状況に応じてスライドフレー
ム5b,5bを移動させることにより、この補強
材3の三方の面を作業車5が包囲し、該部の点
検、補修作業を可能としている。 Further, FIG. 6 shows the state of the work vehicle 5 near the beam portion 3b where the height h2 has become longer, and the slide frames 5b, 5b are oriented toward the column 1 with respect to the traveling frame 5a. The vehicle moves forward, and the distance between the slide frames 5b and 5b becomes longer. In this way, by moving the slide frames 5b, 5b according to the condition of the reinforcing material 3, the work vehicle 5 surrounds the three sides of the reinforcing material 3, making it possible to inspect and repair the part. .
以上、この発明を適用した一実施例について説
明したが、これ以外にも、この発明の構成の要旨
に付随した様々な設計変更が可能であつて、例え
ば、前記した左右スライド部17と前後スライド
部18の上下を逆の構成とすることも、勿論可能
である。 Although one embodiment to which the present invention is applied has been described above, various design changes can be made in accordance with the gist of the configuration of the present invention. Of course, it is also possible to configure the portion 18 upside down.
また、スライドフレーム5bの、走行フレーム
5aに対する駆動は、電動モータを用いることも
可能であり、さらに、スライドスレーム5bの動
作を位置検出器、制御装置等を用いて行うことも
出来、作業の円滑化を図ることも勿論可能であ
る。 Further, it is possible to use an electric motor to drive the slide frame 5b with respect to the traveling frame 5a, and furthermore, the movement of the slide frame 5b can be performed using a position detector, a control device, etc., which improves the work efficiency. Of course, it is also possible to make the process smoother.
以上の説明から明らかなように、スライドフレ
ームを、走行フレームに対して水平面で前後左右
に移動可能に取付けたことにより、塔柱の設けら
れた補強材の水平面での大きな断面変化にも追従
可能となり、この作業車が該補強材の三方の面を
包囲して、補強材及び塔柱の補強材を有する面の
全域の点検、補修を行える効果がある。
As is clear from the above explanation, by attaching the slide frame so that it can move back and forth and left and right in the horizontal plane with respect to the traveling frame, it is possible to follow large cross-sectional changes in the horizontal plane of the reinforcing material on which the tower columns are installed. Therefore, this work vehicle can surround the reinforcing material on three sides and inspect and repair the entire area of the reinforcing material and the reinforcing material of the column.
また、作業車は、補強材に設けたレール及び、
塔柱に設けたレールによつて、風などの外力にも
影響を受けず、安全、且つ円滑な昇降が出来る効
果がある。 In addition, the work vehicle has rails provided on the reinforcing material and
The rails installed on the tower pillars have the effect of allowing safe and smooth ascending and descending without being affected by external forces such as wind.
さらに、この発明によれば、走行フレームは、
両スライドフレーム間で2つに分離可能に結合さ
れているため、昇降動作に伴つて分離することが
できるから、橋体の幅方向両側の各塔柱を連結す
る梁部を、前記スライドフレームの分離によつて
回避しつつ昇降することができる。このため、前
記梁部の上下間の移動が可能になつて、1台の作
業車で効率よく点検及び補修を行うことができる
という特有の効果がある。 Furthermore, according to the invention, the traveling frame is
Since the two slide frames are separably connected to each other, they can be separated as they move up and down. Therefore, the beams that connect the pillars on both sides of the bridge body in the width direction can be connected to each other in the slide frame. Separation allows you to move up and down while avoiding it. Therefore, it is possible to move the beam portion between the upper and lower sides, and there is a unique effect that inspection and repair can be carried out efficiently with one working vehicle.
第1図は、この発明を適用した一実施例を示す
斜視図、第2図は、同作業車の斜視図、第3図は
同平面図、第4図は走行フレームとスライドスレ
ームとのスライド機構を示す断面図、第5図及び
第6図は、補強材の異なる位置における作業車の
状態を示す説明図である。
1……塔柱、2……条体巻取機、3……補強
材、4……軌道、5……作業車、6……軌道。
FIG. 1 is a perspective view showing an embodiment to which the present invention is applied, FIG. 2 is a perspective view of the same working vehicle, FIG. 3 is a plan view of the same, and FIG. 5 and 6, which are cross-sectional views showing the slide mechanism, are explanatory views showing the state of the work vehicle at different positions of the reinforcing member. 1... Tower pillar, 2... Strip winder, 3... Reinforcement material, 4... Track, 5... Working vehicle, 6... Track.
Claims (1)
よつて連結されてなる吊橋、斜張橋などの橋梁
の、前記塔柱1頂部に設けられる条体巻取機2
と、前記塔柱1の内側に塔柱1と一体に設けられ
ている補強材3の内側面3aの上下方向に沿つて
敷設される軌道4を、前記条体巻取機2の条体で
懸吊されて走行する作業車5と、からなる点検補
修用作業装置であつて、前記作業車5を、前記軌
道4を走行する走行フレーム5aと、この走行フ
レーム5aの左右両側に、水平面で前後左右に移
動可能に取付けられ、且つ補強材3の側方の塔柱
表面に上下方向に沿つて別途敷設される軌道6を
逸脱しないように走行する各スライドフレーム5
bとにより構成して、前記走行フレーム5a及び
両スライドフレーム5bにより前記補強材3の三
方の面に追従可能とし、さらに前記走行フレーム
5aは、両スライドフレーム5b間で2つに分離
可能に結合されており、昇降動作に伴つて分離し
て前記梁部3bを回避し得るように構成されたこ
とを特徴とする橋梁の点検補修用作業装置。1. A strip winder 2 installed at the top of the tower pillar 1 of a bridge such as a suspension bridge or a cable-stayed bridge in which tower pillars 1 on both sides in the width direction of the bridge body 8 are connected by a beam portion 3b.
Then, the track 4 laid along the vertical direction of the inner surface 3a of the reinforcing material 3, which is provided inside the column 1 integrally with the column 1, is moved by the strip of the strip winder 2. This is a work device for inspection and repair consisting of a suspended working vehicle 5, and a traveling frame 5a traveling on the track 4, and a horizontal plane on both left and right sides of this traveling frame 5a. Each slide frame 5 is mounted so as to be movable in the front, rear, left and right directions, and runs without deviating from a track 6 that is separately laid along the vertical direction on the surface of the column column on the side of the reinforcing member 3.
b, so that the running frame 5a and both slide frames 5b can follow the three sides of the reinforcing member 3, and the running frame 5a is separably coupled into two parts between both slide frames 5b. A work device for inspecting and repairing a bridge, characterized in that the work device is configured such that it can be separated and avoided the beam portion 3b as it moves up and down.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6604785A JPS61225411A (en) | 1985-03-29 | 1985-03-29 | Work apparatus for inspecting and repairing bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6604785A JPS61225411A (en) | 1985-03-29 | 1985-03-29 | Work apparatus for inspecting and repairing bridge |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61225411A JPS61225411A (en) | 1986-10-07 |
| JPH051322B2 true JPH051322B2 (en) | 1993-01-08 |
Family
ID=13304567
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6604785A Granted JPS61225411A (en) | 1985-03-29 | 1985-03-29 | Work apparatus for inspecting and repairing bridge |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS61225411A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4516800B2 (en) * | 2004-08-20 | 2010-08-04 | 三井造船鉄構工事株式会社 | How to build a suspended scaffold |
-
1985
- 1985-03-29 JP JP6604785A patent/JPS61225411A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61225411A (en) | 1986-10-07 |
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