JPH0421850Y2 - - Google Patents

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Publication number
JPH0421850Y2
JPH0421850Y2 JP1985023821U JP2382185U JPH0421850Y2 JP H0421850 Y2 JPH0421850 Y2 JP H0421850Y2 JP 1985023821 U JP1985023821 U JP 1985023821U JP 2382185 U JP2382185 U JP 2382185U JP H0421850 Y2 JPH0421850 Y2 JP H0421850Y2
Authority
JP
Japan
Prior art keywords
walkway
walkways
pier
drive
bridge
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
JP1985023821U
Other languages
Japanese (ja)
Other versions
JPS61141314U (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
Application filed filed Critical
Priority to JP1985023821U priority Critical patent/JPH0421850Y2/ja
Publication of JPS61141314U publication Critical patent/JPS61141314U/ja
Application granted granted Critical
Publication of JPH0421850Y2 publication Critical patent/JPH0421850Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 [考案の目的] 産業上の利用分野 本考案は海上、河川又は高速道路等の高架橋の
点検その他の作業を行なうときに使用する橋梁点
検装置に関し、さらに詳細には橋体のハンチ部に
設けたガイドレールに駆動台車を走行自在に取り
付け、かつ橋脚通過時に歩廊を旋回、摺動等移動
させ、橋脚を障害なく通過することのできる橋脚
迂回式橋梁点検装置に関する。
[Detailed description of the invention] [Purpose of the invention] Industrial application field The present invention relates to a bridge inspection device used when inspecting elevated bridges on the sea, rivers, expressways, etc. and other work. This invention relates to a pier detouring type bridge inspection device, in which a driving cart is movably mounted on a guide rail provided on a haunch part of a body, and a walkway is moved by turning, sliding, etc. when passing a pier, and the pier can be passed through the pier without obstruction.

従来の技術 従来、橋体を点検するときには道路を走行可能
とした自動車に歩廊を懸架した橋梁点検車を使用
し、作業すべき箇所でそれを道端に固定させ、懸
架していた歩廊を下ろし、作業者がそれに乗つて
作業をするようになつていた。このようなもので
はその作業中大型の自動車を端とは言え道路に駐
車させておかなければならないため交通渋滞の原
因となつていた。橋体の両ハンチ部にガイドレー
ルを設け、このガイドレールに自走又は手動によ
り走行可能とされた駆動台車を懸垂支持し、双方
の駆動台車間に歩廊を渡した橋梁点検装置も提案
されたが、これは常時歩廊を橋体に設置しておか
なくてはならず、しかも橋脚を越えることができ
ないので各橋脚間に上記装置を設置したままとし
なければならず現実的ではなかつた。そこで、歩
廊の長さを橋体の幅の半分のものと短くし、橋脚
を通過しなければならないときその歩廊を邪魔に
ならない位置に旋回等移動させることのできる改
良された迂回式の橋梁点検装置が提案された。
Conventional technology Conventionally, when inspecting a bridge body, a bridge inspection vehicle with a walkway suspended from a car that can be driven on the road is used, and at the location where work is to be done, the vehicle is fixed to the roadside, the suspended walkway is lowered, and Workers began to work on it. In this type of work, large vehicles had to be parked on the road during the work, which caused traffic congestion. A bridge inspection device was also proposed in which guide rails were provided on both haunches of the bridge body, a self-propelled or manually driven drive bogie was suspended from the guide rails, and a walkway was passed between both drive bogies. However, this required a walkway to be installed on the bridge body at all times, and since it was impossible to cross the piers, the above-mentioned device had to remain installed between each pier, which was impractical. Therefore, an improved detour type bridge inspection method was developed that shortens the length of the walkway to half the width of the bridge body, and allows the walkway to be rotated or otherwise moved out of the way when passing through the piers. A device was proposed.

この橋脚迂回式橋梁点検装置は実公昭第51−
48425等に示されるようにすでに知られている。
これらの従来のものは前記のように橋体の幅のほ
ぼ半分の長さの歩廊を橋体のハンチ部下面に設け
たガイドレールに走行自在とされた駆動台車に水
平旋回、水平摺動又は垂直旋回できるように取り
付けたものである。通常駆動台車はガイドレール
に載せられる車輪を有する懸垂手段により懸垂支
持され、車輪をモーター等で回転するようにした
自走のものが多い。
This bridge pier detour type bridge inspection device was installed in the 51st
It is already known as shown in 48425 etc.
As mentioned above, in these conventional systems, a walkway approximately half the width of the bridge body is mounted on a drive bogie that can run freely on a guide rail provided on the lower surface of the haunch of the bridge body, and is equipped with horizontal turning, horizontal sliding, or It is installed so that it can rotate vertically. Usually, drive carts are often self-propelled, suspended by suspension means having wheels placed on guide rails, and the wheels rotated by a motor or the like.

考案が解決しようとする問題点 この従来の橋脚迂回式橋梁点検装置は長い歩廊
をその一端で駆動台車に取り付け、この駆動台車
は懸垂手段によりガイドレールに懸垂支持されて
いるだけであるので片持ち支持となる。従つて、
歩廊の先端部に作業者が乗ると数十センチもたわ
み、不安定で危険であつた。従つて、橋体の下部
中央付近の点検作業が困難であつた。さらに上記
橋梁点検装置は橋体の両側に対称的に取り付けら
れ別々に半分づつ作業することになるので作業効
率が低下しがちであつた。
Problems to be Solved by the Invention In this conventional bridge inspection device that bypasses piers, one end of the long walkway is attached to a drive bogie, and since this drive bogie is only suspended and supported by a guide rail by a suspension means, it is cantilevered. Be supportive. Therefore,
When a worker stood on the end of the walkway, it would sag by several tens of centimeters, making it unstable and dangerous. Therefore, inspection work around the center of the lower part of the bridge body was difficult. Furthermore, since the above-mentioned bridge inspection device is installed symmetrically on both sides of the bridge body and has to be worked on each half separately, work efficiency tends to decrease.

本考案の目的は上記従来橋梁点検装置の欠点を
防止することを目的としたもので、具体的には安
全に、橋体幅全体に渉つて同時に作業することが
できる橋脚迂回式橋梁点検装置を提供することを
目的とするものである。
The purpose of this invention is to prevent the above-mentioned shortcomings of conventional bridge inspection devices. Specifically, the purpose of this invention is to develop a bridge inspection device that bypasses piers and can safely work across the entire width of the bridge body at the same time. The purpose is to provide

[考案の構成] 問題点を解決するための手段 本考案は橋体のハンチ部の下面に設けたガイド
レールに走行自在に駆動台車を懸垂手段により懸
垂支持し、当該駆動台車の下部に歩廊を橋脚通過
時に橋脚から退避させるように取り付けたものを
橋体の両ハンチ部に歩廊の先端が互いに接近する
ように対称的に配置し、双方の歩廊の先端部間に
その先端部間に形成される隙間を跨ぐ渡し板を設
けるとともに、少なくともいずれか一方の歩廊に
駆動台車の走行を他方の駆動台車の走行に同調さ
せる同調手段を設けたことを特徴とするものであ
る。
[Structure of the invention] Means for solving the problem The present invention suspends and supports a drive bogie by suspension means so that it can run freely on a guide rail provided on the lower surface of the haunch part of the bridge body, and a walkway is provided at the bottom of the drive bogie. Installed so as to be retracted from the piers when passing through the piers, they are placed symmetrically on both haunches of the bridge body so that the tips of the walkways approach each other, and the walkways are formed between the tips of both walkways. The present invention is characterized in that it is provided with a spanning board that spans the gap between the walkways, and that at least one of the walkways is provided with a synchronizing means for synchronizing the running of the drive bogie with the running of the other drive bogie.

上記懸垂手段は従来例同様進行方向前後にガイ
ドレールに載せられる車輪を有するが、少なくと
もいずれか一方の車輪を昇降自在とすることが望
ましい。
The suspension means has wheels placed on guide rails at the front and back in the traveling direction, as in the conventional example, but it is desirable that at least one of the wheels is movable up and down.

さらに同調手段としては双方の懸垂台車による
走行が一定範囲ずれたときに駆動台車の走行速度
を変えるようにすることが最も簡単である。その
ずれの検出に、渡り板を一方の歩廊にヒンジによ
り取り付け、他方の歩廊にリミツトスイツチを設
け、前記渡り板の下面に双方の歩廊の位置のずれ
が所定量になつたときに前記リミツトスイツチを
オンとさせるストライカーを設けておく。
Furthermore, the simplest method for synchronization is to change the running speed of the drive carriage when the traveling speeds of both suspended carriages deviate within a certain range. To detect the deviation, a gangplank is attached to one walkway with a hinge, a limit switch is provided on the other walkway, and the limit switch is turned on when the positional deviation of both walkways reaches a predetermined amount on the bottom surface of the gangplank. Set up a striker.

作 用 歩廊の先端に渡り板を設けておけば、全体とし
て橋体の幅の橋梁点検装置と同様になり、作業者
は橋体の幅全体に渡つて同時に作業をすることが
できる。しかも、個々の歩廊は渡り板を外せばそ
れぞれの駆動台車により旋回等させられることで
橋脚を越えることができ、1台の装置で広範囲に
作業をすることができる。
Function: If a gangplank is installed at the end of the walkway, the overall system will be similar to a bridge inspection device for the width of the bridge body, allowing workers to work simultaneously across the entire width of the bridge body. Furthermore, if the gangplank is removed, each walkway can be rotated by its own drive truck to cross the pier, allowing a single device to work over a wide range of areas.

上記のように歩廊間に渡り板を渡しても、双方
の駆動台車の移動速度が異なると渡り板が外れて
しまうが、同調手段を設けることにより双方を同
調させて平行に移動させることができるので、双
方の歩廊の移動中渡り板が外れることがなく双方
の歩廊の先端部間の隙間を塞いでおくことができ
る。
Even if a gangplank is passed between the walkways as described above, if the moving speeds of both drive carts are different, the gangplank will come off, but by providing a synchronization means, both can be synchronized and moved in parallel. The gap between the tips of both walkways can be closed without the gangplank coming off while both walkways are moving.

歩廊は片持ち支持であるので懸垂手段には相当
の力が加わるので、この種点検装置のガイドレー
ルに取り付けられる車輪は、通常進行方向前後に
一定間隔を置いて取り付けられる。橋体は直線的
な部分よりむしろ上下方向にゆるい曲線とされる
部分が多い。当然ガイドレールはそれに沿つて傾
斜している場合が多い。従つて、懸垂手段の車輪
の高さを一定としていると上記ガイドレールの傾
斜によつて前後の車輪の高さが変り、それに応じ
て歩廊が傾斜するが、本考案のように少なくとも
一方の車輪を昇降自在とするとその高さをガイド
レールの傾斜に応じて変えることができ、歩廊を
水平に保つことができる。
Since the walkway is supported on a cantilever, considerable force is applied to the suspension means, so the wheels attached to the guide rail of this type of inspection device are usually attached at regular intervals in the front and back of the traveling direction. The bridge body has many parts that are gentle curves in the vertical direction rather than straight parts. Naturally, the guide rail is often inclined along it. Therefore, if the height of the wheels of the suspension means is constant, the height of the front and rear wheels will change depending on the inclination of the guide rail, and the walkway will incline accordingly.However, as in the present invention, at least one wheel If it can be raised and lowered, its height can be changed according to the inclination of the guide rail, and the walkway can be kept level.

実施例 第1図は橋体1に本考案の一実施例点検装置2
を取り付けた状態のものであり、橋体1の両側の
ハンチ部3の下面にそれぞれ2本のガイドレール
4を取り付け、このガイドレールに作業者が乗つ
て作業をする歩廊5を下部に水平に旋回自在に取
り付けた駆動台車6を懸垂手段7により走行自在
に懸垂支持している。なお、本明細書において駆
動台車6とは懸垂手段7と歩廊5とを連結する部
分の総称である。歩廊5を旋回自在に取り付ける
手段は従来周知のものを利用すれば良く、本明細
書においてはその具体的構造については省略す
る。この旋回は橋脚8を通過するとき歩廊が橋脚
に当らないようにするためであり、本実施例は上
記のように歩廊5を水平に旋回するようにしてい
るが、第2図に示すように歩廊を水平に摺動する
ようにしても良く、また、第3図に示すように歩
廊を垂直に旋回させても良い。
Embodiment Figure 1 shows an example of an inspection device 2 of the present invention installed on a bridge body 1.
Two guide rails 4 are attached to the lower surface of the corbels 3 on both sides of the bridge body 1, and a walkway 5 for workers to ride on these guide rails is installed horizontally at the bottom. A drive trolley 6, which is rotatably mounted, is suspended and supported by suspension means 7 so as to be freely movable. Note that in this specification, the driving truck 6 is a general term for a portion that connects the suspension means 7 and the walkway 5. As a means for rotatably attaching the walkway 5, any conventionally known means may be used, and the specific structure thereof will be omitted in this specification. This turning is to prevent the walkway from hitting the pier when passing the pier 8. In this embodiment, the walkway 5 is turned horizontally as described above, but as shown in FIG. The walkway may slide horizontally, or it may pivot vertically as shown in FIG.

上記のように本実施例点検装置2は後述のよう
に歩廊5の先端部の構造が若干異なるだけの同一
の構成のものが左右対称に配置されている。それ
ぞれの歩廊5,5はそれぞれの先端を接近させて
駆動台車6,6、懸垂手段7を介してガイドレー
ル4,4に取り付けられている。この歩廊5,5
の先端に双方の歩廊の隙間11を跨ぐように渡り
板9が設けられている。この渡り板9の部分の平
面図が第4図であり、渡り板9は1枚の矩形の鉄
板等からなり、その一片9aの両端部に設けたヒ
ンジ10により一方の歩廊5Aに第5図に示すよ
うに回転自在に取り付けられている。渡り板9が
載せられる歩廊5Bの先端は、双方の歩廊の位置
関係がずれても渡り板9が歩廊5Bからはみ出さ
ないように左右側部に突出部5cが形成されてい
る。図示のように、渡り板9の幅は他方の歩廊5
Bに達する幅であり、双方の歩廊間にできる隙間
11を跨ぐようにされている。他方の歩廊5Bの
先端部には渡された渡り板9の端部を押える押え
具13を設け、渡された渡り板9を押え付けるよ
うになつている。この押え具13はピン14を中
心に回転させるもので、渡り板9を渡してから回
転させて押え付ける。第5図に示すようにそれぞ
れの歩廊の先端部の渡り板9を渡す箇所には一段
低くされた段差部15,16を形成させ、渡り板
9の表面と双方の歩廊の表面とが一致するように
されている。これらの段差部は必ずしも形成させ
なければならないものではない。本実施例におい
ては段差部を形成させてあるので、渡り板9の位
置決めのため渡り板の裏面にストツパー18が設
けられている。
As described above, the inspection apparatus 2 of this embodiment has the same configuration, except that the structure of the tip end of the walkway 5 is slightly different, as will be described later, and is arranged symmetrically. The respective walkways 5, 5 are attached to the guide rails 4, 4 via driving carts 6, 6 and suspension means 7, with their respective tips approached. This hallway 5,5
A gangplank 9 is provided at the tip of the walkway so as to straddle the gap 11 between both walkways. A plan view of the gangplank 9 is shown in FIG. 4, and the gangplank 9 is made of a single rectangular iron plate, etc., and hinges 10 provided at both ends of one piece 9a allow it to be attached to one of the walkways 5A as shown in FIG. It is rotatably mounted. At the tip of the walkway 5B on which the gangplank 9 is placed, protrusions 5c are formed on the left and right sides so that the gangboard 9 will not protrude from the walkway 5B even if the positional relationship between both walkways deviates. As shown, the width of the gangplank 9 is the same as that of the other walkway 5.
B, and is designed to straddle the gap 11 created between both walkways. A presser 13 is provided at the tip of the other walkway 5B to press down the end of the gangplank 9 that has been passed, so that the spanner board 9 that has been passed can be held down. This holding tool 13 is rotated around a pin 14, and is rotated and held after passing the connecting plate 9. As shown in FIG. 5, lowered steps 15 and 16 are formed at the end of each walkway where the gangplank 9 is passed, so that the surface of the gangplank 9 and the surfaces of both walkways are aligned. has been done. These stepped portions do not necessarily have to be formed. In this embodiment, since a stepped portion is formed, a stopper 18 is provided on the back surface of the spanning plate 9 for positioning the spanning plate 9.

歩廊5Bの段差部16の中央部分には一定幅の
窪部19が形成され、拡大して第6図、第7図に
示すように、ここにリミツトスイツチ20が両端
に設置され、かつ、渡し板9の裏面にこの窪部1
9の中央に位置する部分に双方のリミツトスイツ
チ20をオンとさせるストライカー21が設けら
れている。このストライカー21は、渡し板9の
裏面に双方の歩廊が一致したときに双方のリミツ
トスイツチの間の中央になる位置に設けられてい
る。これらのリミツトスイツチ及びストライカー
は双方の駆動台車6,6を同調させて走行させる
ためのものである。後述の懸垂手段に車輪25を
回転させるモーターMは、本実施例ではいずれの
リミツトスイツチもオンとならないときには左右
双方共あらかじめ定められた一定の速度で走行す
るようにされている。今、第4図、第7図図面上
で矢印方向に歩廊5が移動しているものとして、
一方の歩廊5Bの速度が何らかの原因で遅くなつ
たとすると、歩廊5Aが先行し双方の歩廊の位置
がずれる。そのずれが所定量となると、ストライ
カー21が図面上上側にあるリミツトスイツチ2
0Aをオンとさせる(第7図)。上記リミツトス
イツチを設けた歩廊5B側の前記モーターMは、
例えばインバーター方式でリミツトスイツチ20
Aのオンにより早い速度で回転するように配線さ
れており、かつ、他方のリミツトスイツチ20B
のオンで遅い速度で回転するように配線されてい
る。従つて、リミツトスイツチ20Aがオンとさ
れると歩廊5Bは早く移動するようになる。逆に
歩廊5Bが何らかの理由により早くなるとリミツ
トスイツチ20Bがストライカー21によりオン
とされ歩廊5Bの移動速度は遅くなる。すなわち
本実施例においてはリミツトスイツチ20とスト
ライカー21と懸垂手段の車輪を動作させるモー
ターMとにより同調手段を構成させ、この同調手
段により双方の歩廊の位置のずれが一定範囲以内
におさまるように同調しながら走行する。もちろ
ん、光学センサー、CPU等を利用して細かく制
御し、ずれを極くわずかにするようにしても良い
が、複雑になり高価となる。
A recess 19 of a constant width is formed in the center of the step 16 of the walkway 5B, and as shown in enlarged views in FIGS. 6 and 7, limit switches 20 are installed at both ends of the recess 19, and This depression 1 is on the back side of 9.
A striker 21 for turning on both limit switches 20 is provided at the center of the switch 9. This striker 21 is provided at a position that is in the center between both limit switches when both walkways coincide with each other on the back side of the spanning board 9. These limit switches and strikers are used to move both drive carriages 6, 6 in synchronization. In this embodiment, motors M for rotating wheels 25 by suspension means, which will be described later, run at a predetermined constant speed on both the left and right sides when no limit switch is turned on. Now, assuming that the walkway 5 is moving in the direction of the arrow on the drawings of Figures 4 and 7,
If the speed of one of the corridors 5B becomes slow for some reason, the corridor 5A will take the lead and the positions of both corridors will shift. When the deviation reaches a predetermined amount, the striker 21 switches the limit switch 2 on the upper side of the diagram.
Turn on 0A (Figure 7). The motor M on the walkway 5B side where the limit switch is installed is
For example, an inverter type limit switch 20
It is wired so that it rotates at a faster speed when A is turned on, and the other limit switch 20B
wired to rotate at a slow speed when turned on. Therefore, when the limit switch 20A is turned on, the corridor 5B moves quickly. Conversely, if the corridor 5B moves faster for some reason, the limit switch 20B is turned on by the striker 21 and the moving speed of the corridor 5B becomes slower. That is, in this embodiment, the limit switch 20, the striker 21, and the motor M for operating the wheels of the suspension means constitute a tuning means, and the tuning means is tuned so that the positional deviation of both walkways is within a certain range. while driving. Of course, it is also possible to use optical sensors, CPUs, etc. for detailed control to minimize the deviation, but this becomes complicated and expensive.

第8図は駆動台車6と懸垂手段7との関係を示
すもので、駆動台車6は旋回部23と台部24と
からなつている。台部24はその上にハンチ部を
点検する人が乗れるようになつている。ガイドレ
ール4はH型鋼からなるものであり、車輪25,
26はその下側の水平部分に載せられ全体を支持
するとともにその回転により全体を移動させるこ
とができる。懸垂手段7は上記車輪を有する駆動
部27を有し、これが油圧等により伸縮自在とさ
れたシリンダー28により台部24に取り付けら
れている。従つて、懸垂手段7は駆動台車6に対
して昇降自在とされている。本実施例は前後双方
の懸垂手段を昇降自在としているが、一方のみを
昇降自在とし、他方は一定高さに固定しておいて
も良い。図示のようにガイドレール4が傾斜して
いるときに台部24から車輪25,26までの高
さを変えることにより台部24、歩廊5を水平に
しておくことができる。
FIG. 8 shows the relationship between the drive truck 6 and the suspension means 7, and the drive truck 6 is composed of a rotating section 23 and a platform section 24. The platform 24 is designed so that a person inspecting the corbel can stand on it. The guide rail 4 is made of H-shaped steel, and has wheels 25,
26 is placed on its lower horizontal portion to support the whole, and can be moved as a whole by rotation. The suspension means 7 has a drive section 27 having the above-mentioned wheels, and this is attached to the base section 24 by a cylinder 28 which is extendable and retractable by hydraulic pressure or the like. Therefore, the suspension means 7 can be raised and lowered with respect to the drive carriage 6. In this embodiment, both the front and rear suspension means are movable up and down, but only one may be movable up and down, and the other may be fixed at a constant height. When the guide rail 4 is inclined as shown in the figure, the platform 24 and the walkway 5 can be kept level by changing the height from the platform 24 to the wheels 25, 26.

この実施例装置を使用して作業をする場合には
歩廊5に乗り込み、渡り板9を渡して押え具13
で渡り板9を押えれば、双方の歩廊5,5が一体
のものとなり、橋体1の幅全体に渡る点検装置と
なるので、作業者はその双方の歩廊を歩つて点検
その他の作業をすることができる。上記のように
歩廊5は片持ち支持であるのでその先端部に乗る
と先端がたわむが、渡り板9が押え具13により
押えられ他方の歩廊と連結されるので、そのたわ
み量は比較的少なくなり、作業がし易い。
When working with this embodiment of the device, get onto the walkway 5, cross the gangplank 9, and use the presser 13.
When the gangplank 9 is pressed down, both walkways 5, 5 become one, and it becomes an inspection device that spans the entire width of the bridge body 1, so workers can walk along both walkways to perform inspections and other work. be able to. As mentioned above, the walkway 5 is supported on a cantilever, so if you step on the end of the walkway, the end will bend, but since the gangplank 9 is held down by the holding tool 13 and connected to the other walkway, the amount of bending will be relatively small. , easy to work with.

最初の位置での作業が終了したら双方の駆動台
車6の台部に設置され、インバーター方式の周波
数変換回路を含む操作盤(図示せず)により車輪
25に減速ギアを介して連結したモーターMを動
作させ、車輪を回転させると本実施例装置を移動
させることができる。そのとき、何らかの理由で
移動速度が変化し、一方が先に行く場合のリミツ
トスイツチ20、ストライカー21による調整は
前記の通りである。従つて、本点検装置2は全体
として同調して移動する。橋体1の上下方向への
傾斜により歩廊が傾斜して危険なときは、いずれ
かの又は双方の懸垂手段7の高さを調整して水平
を維持させるのは前記の通りである。駆動台車を
移動させて新たな作業箇所で停止させ、同様に作
業を行なう。以下同様に繰り返しす。
After the work at the initial position is completed, the motors M connected to the wheels 25 via reduction gears are connected to the operation panels (not shown) installed on the bases of both drive carts 6 and including an inverter-type frequency conversion circuit. By operating the device and rotating the wheels, the device of this embodiment can be moved. At that time, if the moving speed changes for some reason and one moves first, the adjustment by the limit switch 20 and striker 21 is as described above. Therefore, the present inspection device 2 moves in synchronization as a whole. As described above, when the walkway is dangerous due to the vertical inclination of the bridge body 1, the height of one or both of the suspension means 7 is adjusted to maintain the level. Move the drive cart, stop at a new work location, and perform the work in the same way. Repeat the same below.

この装置の移動時に橋脚8の所に来たら、渡し
板9を外し、それぞれの駆動台車の操作盤により
歩廊5を水平に歩廊が橋脚に当らない位置まで旋
回させ、そのまま駆動台車6の移動を継続させ、
それぞれの歩廊の先端が橋脚8から離れる位置で
駆動台車を停止させ、再び歩廊5を回転させて双
方の先端を合わせる。位置がずれている場合は、
いずれかの駆動台車6を移動させて双方を一致さ
せ、前記同様渡り板9を渡して押え具13で押え
付け、作業を行なう。
When moving this device, when it comes to the pier 8, remove the gangplank 9, turn the walkway 5 horizontally using the operation panel of each drive bogie to a position where the walkway does not touch the pier, and continue moving the drive bogie 6. continue,
The driving truck is stopped at a position where the tip of each walkway leaves the pier 8, and the walkway 5 is rotated again to bring both tips together. If the position is off,
One of the driving carts 6 is moved to bring them into alignment, and the work is carried out by passing the connecting plate 9 and holding it down with the presser 13 in the same manner as described above.

[考案の効果] 以上のように、本考案においては双方の歩廊に
渡り板を渡す構造とされているので、橋体の幅全
体を同時に点検その他の作業を行なうことができ
作業能率の向上を図ることができる。さらに渡り
板により双方の歩廊の先端部が連結されているの
で歩廊の先端部のたわみが少なくなり作業がより
安全になる。
[Effects of the invention] As described above, the invention has a structure in which a gangplank is passed between both walkways, so inspections and other work can be carried out on the entire width of the bridge body at the same time, improving work efficiency. be able to. Furthermore, since the leading ends of both walkways are connected by a gangplank, the bending of the leading ends of the walkways is reduced, making work safer.

また、本考案は駆動台車に歩廊を旋回、摺動等
により橋脚を避けることができる構造としている
ので、渡り板を外すことにより容易に次の橋脚間
に移動することができ1台の装置で連続して作業
を続けることが可能となり、作業能率がさらに向
上する。
In addition, the present invention has a structure in which the walkway can be rotated or slid to avoid piers on the drive carriage, so by removing the gangplank, it can be easily moved between the next piers, and the walkway can be moved continuously with one device. This makes it possible to continue working, further improving work efficiency.

さらに、本考案はリミツトスイツチとストライ
カーとによつて双方の歩廊の位置のずれを検出し
て同調手段によつてそのずれを自動的に正すよう
にしているので、歩廊の走行中に双方のものの連
結が外れるおそれがなく、安全を保つことができ
る。
Furthermore, the present invention uses a limit switch and a striker to detect a shift in the positions of both walkways, and the synchronization means automatically corrects the shift. There is no risk of it coming off, and safety can be maintained.

本考案は橋梁の下側に吊り下げる構成のもので
あるので、橋梁の全幅にまたがるものでも比較的
小型のものとすることができ、橋梁に余分な加重
がかからず、既設のものにも設置することができ
る。
Since the present invention has a structure that is suspended from the underside of a bridge, it can be made relatively small even if it spans the entire width of the bridge, does not put extra weight on the bridge, and can be used even on existing bridges. can be installed.

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

第1図は本考案一実施例を橋体に取り付けた状
態の正面図、第2図、第3図はそれぞれ異なる実
施例の橋体に取り付けた状態の正面図、第4図は
その双方の歩廊の先端部の平面図、第5図はその
部分の断面図、第6図は第5図の中央部分の拡大
図、第7図は窪部の平面図、第8図は第1図の実
施例の側面図。 1……橋体、2……点検装置、3……ハンチ
部、4……ガイドレール、5……歩廊、6……駆
動台車、7……懸垂手段、9……渡り板、10…
…ヒンジ、13……押え具、20……マイクロス
イツチ、21……ストライカー。
Figure 1 is a front view of one embodiment of the present invention attached to a bridge body, Figures 2 and 3 are front views of different embodiments attached to a bridge body, and Figure 4 is a front view of both of them. Figure 5 is a plan view of the tip of the walkway, Figure 5 is a sectional view of that part, Figure 6 is an enlarged view of the central part of Figure 5, Figure 7 is a plan view of the recess, Figure 8 is a diagram of Figure 1. FIG. 3 is a side view of the embodiment. DESCRIPTION OF SYMBOLS 1...Bridge body, 2...Inspection device, 3...Haunch part, 4...Guide rail, 5...Walkway, 6...Drive truck, 7...Suspension means, 9...Gangboard, 10...
...hinge, 13...presser, 20...micro switch, 21...striker.

Claims (1)

【実用新案登録請求の範囲】 (1) 橋体のハンチ部下面に設けたガイドレールに
走行自在に駆動台車を懸垂手段により懸垂支持
し、当該駆動台車の下部に歩廊を橋脚通過時に
橋脚から退避させるように取り付けたものを橋
体の両側に作業時に歩廊の先端が互いに接近す
るように対称的に配置し、双方の歩廊の先端部
間を跨ぐ渡し板を一方の歩廊にヒンジにより取
り付けるとともに、他方の歩廊にリミツトスイ
ツチを設け、さらに前記渡し板に双方の歩廊の
位置のずれが所定量のときに前記リミツトスイ
ツチをオンとするストライカーを前記渡り板の
下面に設け、前記リミツトスイツチのオンで動
作して一方の駆動台車の走行を他方の駆動台車
の走行に同調させる同調手段をいずれか一方の
駆動台車に設けたことを特徴とする橋脚迂回式
橋梁点検装置。 (2) 前記懸垂手段が進行方向前後にガイドレール
に載せられる車輪を有し、少なくともいずれか
一方の車輪が昇降自在である実用新案登録請求
の範囲第1項記載の橋脚迂回式橋梁点検装置。
[Scope of Claim for Utility Model Registration] (1) A drive bogie is suspended and supported by suspension means so that it can run freely on a guide rail provided on the lower surface of the haunch of the bridge body, and a walkway is provided at the bottom of the drive bogie so that it is retracted from the pier when passing through the pier. These are installed on both sides of the bridge body in a symmetrical manner so that the ends of the walkways are close to each other during work, and a gangplank that spans the ends of both walkways is attached to one walkway using hinges. A limit switch is provided on the other walkway, and a striker is provided on the lower surface of the gangway board that turns on the limit switch when the positional deviation of both walkways is a predetermined amount. A pier bypass type bridge inspection device characterized in that one of the drive bogies is provided with a synchronizing means for synchronizing the running of the drive bogie with the running of the other drive bogie. (2) The bridge pier bypass type bridge inspection device according to claim 1, wherein the suspension means has wheels placed on guide rails in the front and back of the traveling direction, and at least one of the wheels is movable up and down.
JP1985023821U 1985-02-21 1985-02-21 Expired JPH0421850Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1985023821U JPH0421850Y2 (en) 1985-02-21 1985-02-21

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1985023821U JPH0421850Y2 (en) 1985-02-21 1985-02-21

Publications (2)

Publication Number Publication Date
JPS61141314U JPS61141314U (en) 1986-09-01
JPH0421850Y2 true JPH0421850Y2 (en) 1992-05-19

Family

ID=30517401

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1985023821U Expired JPH0421850Y2 (en) 1985-02-21 1985-02-21

Country Status (1)

Country Link
JP (1) JPH0421850Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017115569A (en) * 2015-12-17 2017-06-29 西尾レントオール株式会社 Hanging scaffold for bridge, and installation method for the same

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20040039063A (en) * 2002-10-30 2004-05-10 방성순 Mobile bridge inspection device and construction method
KR100823859B1 (en) 2006-12-07 2008-04-21 정재룡 Inspection & repair method and the device for an elevated road
JP2018155061A (en) * 2017-03-21 2018-10-04 米山工業株式会社 Mobile scaffold device
JP7237131B1 (en) * 2021-11-26 2023-03-10 日鉄エンジニアリング株式会社 protection panel

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5148425U (en) * 1974-10-09 1976-04-12
JPS6030706A (en) * 1983-07-27 1985-02-16 株式会社附田組 Hanging scaffold for bridge

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5148425U (en) * 1974-10-09 1976-04-12
JPS6030706A (en) * 1983-07-27 1985-02-16 株式会社附田組 Hanging scaffold for bridge

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017115569A (en) * 2015-12-17 2017-06-29 西尾レントオール株式会社 Hanging scaffold for bridge, and installation method for the same

Also Published As

Publication number Publication date
JPS61141314U (en) 1986-09-01

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