JPH09254782A - Channel investigation robot - Google Patents

Channel investigation robot

Info

Publication number
JPH09254782A
JPH09254782A JP8130635A JP13063596A JPH09254782A JP H09254782 A JPH09254782 A JP H09254782A JP 8130635 A JP8130635 A JP 8130635A JP 13063596 A JP13063596 A JP 13063596A JP H09254782 A JPH09254782 A JP H09254782A
Authority
JP
Japan
Prior art keywords
pipe
vehicle body
survey
equipment
traveling
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.)
Granted
Application number
JP8130635A
Other languages
Japanese (ja)
Other versions
JP3594273B2 (en
Inventor
Toshio Shibuya
外茂雄 澁谷
Takashi Misaki
尚 身崎
Kazuo Ishihara
一雄 石原
Teruo Okuda
照夫 奥田
Shugo Taiji
修吾 泰地
Kazunobu Katsumata
和信 勝又
Akira Obara
明 小原
Hiroaki Miwa
宏明 三羽
Kiyohiko Hayashi
潔彦 林
Takehiro Yashita
健博 矢下
Keisuke Hata
惠介 畑
Hitoshi Kamida
斉 紙田
麻左武 ▲松▼田
Masatake Matsuda
Makoto Takagi
誠 高木
Daijiro Fukuchi
大二郎 福地
Minoru Sasaki
稔 佐々木
Shigeru Suzuki
鈴木  茂
Yukitatsu Kashimura
幸辰 樫村
Hiroshi Akasaka
太司 赤坂
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
CHIBASHI
FUKUOKASHI
GESUIDO SHIN GIJUTSU SUISHIN KIKO
HIROSHIMASHI
KAWASAKISHI
KITAKIYUUSHIYUUSHI
KIYOUTOSHI
KOUBESHI
NAGOYASHI
NIPPON GESUIDO JIGYODAN
SATSUPOROSHI
SENDAISHI
Tokyo Metropolitan Government
Osaka City
Nippon Koei Co Ltd
Original Assignee
CHIBASHI
FUKUOKASHI
GESUIDO SHIN GIJUTSU SUISHIN KIKO
HIROSHIMASHI
KAWASAKISHI
KITAKIYUUSHIYUUSHI
KIYOUTOSHI
KOUBESHI
NAGOYASHI
NIPPON GESUIDO JIGYODAN
SATSUPOROSHI
SENDAISHI
Tokyo Metropolitan Government
Osaka City
Nippon Koei Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by CHIBASHI, FUKUOKASHI, GESUIDO SHIN GIJUTSU SUISHIN KIKO, HIROSHIMASHI, KAWASAKISHI, KITAKIYUUSHIYUUSHI, KIYOUTOSHI, KOUBESHI, NAGOYASHI, NIPPON GESUIDO JIGYODAN, SATSUPOROSHI, SENDAISHI, Tokyo Metropolitan Government, Osaka City, Nippon Koei Co Ltd filed Critical CHIBASHI
Priority to JP13063596A priority Critical patent/JP3594273B2/en
Publication of JPH09254782A publication Critical patent/JPH09254782A/en
Application granted granted Critical
Publication of JP3594273B2 publication Critical patent/JP3594273B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a channel investigation robot which can investigate a channel of not only medium bore but large bore even when it is a relatively small one capable of entering through a manhole. SOLUTION: An investigation device 32 is loaded on a car body 13, running means 14 are fitted to a plurality of leg parts 31 capable of being extended and contracted, an elevatable device 33 is provided between the car body 13 and a device base 49, the two leg parts 31 are provided on the lower end of the body 13 so as to open right and left by about 120 degrees, and when an extending/contracting device is driven so as to extend the leg parts 31, the width between both running means 14 is spread, and the contact positions with the inner wall of a channel 12 are raised up to the positions not contacted with sludge or water. Next they are moved to an investigation place, and the elevatable device 33 is extended and various sensors are raised to the nearly contact positions with the pipe wall of the channel 12. Simultaneously guide wheels 30 are elevated so as to contact with the pipe wall. By a remote operating device with a monitor on the ground part, advance and retreat of the car body 13, and operation of the various sensors are performed, so as to take investigation data.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、汚水、雨水などを流す
ための下水管渠内を調査するための管渠調査ロボットに
関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a sewer survey robot for investigating the inside of a sewer pipe for flowing sewage, rainwater and the like.

【0002】[0002]

【従来の技術】下水管渠には、一般家庭や工場などから
の汚水を流す汚水管、道路などの雨水を流す雨水管など
がある。この下水管渠内には、土砂、ごみ、その他いろ
いろなものが詰まって流れなくなったり、管渠にひび割
れが生じたり、劣化して水洩れが生じたり、管渠内で有
毒ガスが発生したりすることがある。このため、管渠内
の水位、土砂の堆積厚さ、管渠のひび割れ・破損・接合
部の状態、管渠の勾配・蛇行、管渠材料の劣化状態、管
渠内硫化ガスの濃度などが種々の方法で調査される。
2. Description of the Related Art Sewer pipes include sewage pipes for flowing sewage from ordinary households and factories, and rainwater pipes for storm water such as roads. Sediment, dirt, and various other substances clog the inside of this sewer to prevent it from flowing, cracks in the sewer, deterioration and water leakage, and toxic gas generation in the sewer. I have something to do. Therefore, the water level in the pipe, the thickness of sediment, the condition of cracks / damages / joints in the pipe, the slope / meander of the pipe, the deterioration of the pipe material, the concentration of sulfur gas in the pipe, etc. It is investigated in various ways.

【0003】このような管渠12内を調査するのに、管
渠12が、図8の中央部に記載されているように、その
直径が250mm程度の小口径管渠12aの場合や、図
7の右方および図9に記載されているように、800m
m程度の中口径管渠12bである場合には、管渠12の
直径に合わせた小型調査ロボット23をマンホール10
から中に入れて、制御部22で制御された車体13の走
行用車輪14にて自走しながら、TVカメラ15、超音
波速度測定器16、中性化層深さ測定器17、管内径測
定器18、反発度測定器19、距離測定器20、傾斜測
定器21などで必要なデータを検出し、地上に伝送して
いた。
In order to investigate the inside of such a pipe 12, as shown in the central portion of FIG. 8, the pipe 12 is a small-diameter pipe 12a having a diameter of about 250 mm, and 800m as shown on the right side of FIG. 7 and FIG.
In the case of a medium-diameter pipe 12b having a diameter of about m, the manhole 10 is equipped with a small survey robot 23 adapted to the diameter of the pipe 12.
While being self-propelled by the traveling wheels 14 of the vehicle body 13 controlled by the control unit 22, the TV camera 15, the ultrasonic velocity measuring device 16, the neutralization layer depth measuring device 17, the pipe inner diameter The necessary data was detected by the measuring device 18, the repulsion measuring device 19, the distance measuring device 20, the inclination measuring device 21 and the like, and transmitted to the ground.

【0004】ところが、マンホール10は、通常の直径
が600mmで、大型でも900mmに限定されている
ので、図8の左方に記載されているように、管渠12が
直径1mから2m以上もあるような大口径管渠12cで
ある場合には、大型の調査ロボットをマンホール10か
ら入れることができないので、人間が直接管渠12の中
に入って調査していた。
However, since the manhole 10 has a normal diameter of 600 mm, and the large size is limited to 900 mm, the pipe 12 has a diameter of 1 m to 2 m or more as shown on the left side of FIG. In the case of such a large-diameter conduit 12c, a large-scale investigation robot cannot be inserted from the manhole 10, so that a person directly enters the conduit 12 and conducts an investigation.

【0005】[0005]

【発明が解決しようとする課題】人間が管渠12内に入
って直接調査することは、管渠12内に、有毒ガスが発
生していたり、水位が急に上がったり、管壁が崩れたり
するときわめて危険であり、できれば避けることが望ま
しい。また、小型調査ロボット23は、管壁を調査する
ために小口径管渠12aや中口径管渠12bの管内に略
一杯になるように設けられており、そのため、管内に土
砂や汚泥が堆積していると、走行用車輪14による自走
ができなくなる。これを解消するためには、予め土砂な
どの堆積物を排除するなどの清掃をしてから小型調査ロ
ボット23を駆動するという2度手間が掛かるばかり
か、堆積物の厚さを調査することができなくなるという
問題があった。
When a person enters the pipe 12 and directly investigates, if a toxic gas is generated in the pipe 12, the water level rises suddenly, or the pipe wall collapses. It is extremely dangerous and should be avoided if possible. In addition, the small-sized survey robot 23 is installed so as to fill the pipes of the small-diameter pipes 12a and the medium-diameter pipes 12b in order to inspect the pipe wall. Therefore, sediment and sludge are accumulated in the pipes. If so, the vehicle cannot be self-propelled by the traveling wheels 14. In order to solve this, not only is it necessary to perform the cleaning such as removing sediment such as earth and sand in advance, and then to drive the small survey robot 23, but it is necessary to investigate the thickness of the deposit. There was a problem that I could not do it.

【0006】本発明は、マンホールから入るような比較
的小さな管渠調査ロボットであっても、中口径のみなら
ず大口径の管渠も調査できるようなものを得ることを目
的とするものである。
It is an object of the present invention to obtain a comparatively small pipe inspection robot that can enter a manhole so that it can inspect not only medium-diameter pipes but also large-diameter pipes. .

【0007】[0007]

【課題を解決するための手段】本発明は、車体13の機
器台49に調査機器32を搭載し、前記車体13に設け
た複数個の走行手段14により走行しつつ管渠12内を
調査する管渠調査ロボットにおいて、前記走行手段14
を、前記車体13に設けた伸縮自在の複数本の脚部31
の端部に取付け、前記車体13と機器台49との間に、
調査機器32を搭載した機器台49を昇降する昇降装置
33を設け、前記脚部31は、車体13の下端に2本を
設け、この2本の脚部31を互いに左右に90〜180
の角度で開いて設け、かつ2本の脚片35を連結ピン3
6でX字状に交差連結しつつ伸縮するパンタグラフ状に
形成したものからなる管渠調査ロボットである。
According to the present invention, a survey device 32 is mounted on a device base 49 of a vehicle body 13, and a plurality of traveling means 14 provided on the vehicle body 13 are used to survey the inside of a pipe 12 while traveling. In the pipe survey robot, the traveling means 14
Is a plurality of extendable and retractable legs 31 provided on the vehicle body 13.
Attached to the end of the, between the vehicle body 13 and the equipment stand 49,
An elevating device 33 for elevating an equipment stand 49 on which the surveying equipment 32 is mounted is provided, and two leg portions 31 are provided at the lower end of the vehicle body 13, and these two leg portions 31 are 90 to 180 left and right with respect to each other.
Open at an angle of 2 and connect the two leg pieces 35 to the connecting pin 3.
6 is a duct survey robot that is formed into a pantograph shape that expands and contracts while cross-connecting in an X shape.

【0008】[0008]

【作用】脚部31と昇降装置33を折り畳んでマンホー
ル10から管渠12内へ挿入する。または、昇降装置3
3と機器台49は、走行手段14付きの車体13をマン
ホール10から管渠12内へ挿入してから取り付ける。
つぎに伸縮駆動装置39を駆動して脚部31を伸ばして
ゆくと、両側の走行手段14の幅が広がるので、管渠1
2内壁に接する位置が少しずつ上方へ移動する。この走
行手段14の接触する位置が汚泥25や水24に接しな
い位置、例えば底部から管径の約30%の高さの位置に
接するように脚部31を伸ばす。走行手段14の走行位
置が決まったら自走装置34で調査個所へ移動する。調
査個所に達したら、自走装置34を停止し、モータ46
を駆動して昇降装置33を伸ばして各種センサが管渠1
2管壁に略接する位置まで上昇させる。と同時に、案内
車輪30を上昇させて管壁に接触させる。地上部には、
モニター付き遠隔操作装置を設置し、車体13の前進、
後進、CCDカメラ53その他のセンサの操作を行い、
調査データを採取する。
The leg 31 and the lifting device 33 are folded and inserted from the manhole 10 into the conduit 12. Or lifting device 3
3 and the equipment stand 49 are mounted after inserting the vehicle body 13 with the traveling means 14 into the pipe 12 from the manhole 10.
Next, when the extension / contraction drive device 39 is driven to extend the leg portion 31, the width of the traveling means 14 on both sides is widened.
2 The position in contact with the inner wall gradually moves upward. The leg portion 31 is extended so that the contacting position of the traveling means 14 does not contact the sludge 25 and the water 24, for example, the position where the height is about 30% of the pipe diameter from the bottom. When the traveling position of the traveling means 14 is determined, the self-propelled device 34 moves to the survey location. When the inspection point is reached, the self-propelled device 34 is stopped and the motor 46
Drive the elevator to extend the elevating device 33 so that various sensors are
2 Raise to a position where it is almost in contact with the pipe wall. At the same time, the guide wheel 30 is raised and brought into contact with the pipe wall. On the ground,
A remote control device with a monitor is installed to move the vehicle body 13 forward,
Reverse, operate CCD camera 53 and other sensors,
Collect survey data.

【0009】[0009]

【実施例】本発明の第1実施例を図1ないし図4に基づ
き説明する。図1と図2は、管渠12の大きさに合わせ
て管渠調査ロボットを伸ばした状態を示し、また、図3
と図4は、マンホール10から挿入するために管渠調査
ロボットを縮小した状態を示している。これらの図にお
いて、本発明による管渠調査ロボットは、車体13、走
行用車輪14、脚部31、調査機器32、昇降装置3
3、自走装置34、案内車輪30などからなるものであ
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A first embodiment of the present invention will be described with reference to FIGS. FIG. 1 and FIG. 2 show a state in which the duct survey robot is extended according to the size of the duct 12, and FIG.
4 and FIG. 4 show a state in which the pipe inspection robot is reduced for insertion from the manhole 10. In these drawings, a pipe survey robot according to the present invention includes a vehicle body 13, traveling wheels 14, legs 31, a survey instrument 32, and a lifting device 3.
3, a self-propelled device 34, a guide wheel 30, and the like.

【0010】前記車体13は、管渠調査ロボットを縮小
した状態でマンホール10に挿入できるように、幅が2
5〜40cm程度、長さが60〜80cm程度の直方体
または円筒体とする。この車体13は、下水による腐食
にも十分な耐久性をもつようにアルミ合金とする。後述
の各種センサの露出部、通信用ケーブルコネクタ、駆動
回転部には十分なシール対策が施される。
The vehicle body 13 has a width of 2 so that the pipe inspection robot can be inserted into the manhole 10 in a contracted state.
It is a rectangular parallelepiped or a cylindrical body having a length of about 5 to 40 cm and a length of about 60 to 80 cm. The vehicle body 13 is made of an aluminum alloy so as to have sufficient durability against corrosion by sewage. Sufficient sealing measures are taken on the exposed parts of various sensors, the communication cable connector, and the drive rotating part, which will be described later.

【0011】この車体13の下面には、走行手段として
の走行用車輪14、脚部31、自走装置34などからな
る走行装置が設けられる。この走行用車輪14は、管内
の水24の量の多いときには水没することもあるので、
耐水性のある材料で構成されることが望ましい。車体1
3の移動には、車輪方式、クローラ(無限軌道帯)方
式、船方式、ロープによる牽引方式などが考えられる
が、移動効率、移動機構、管渠12内を水24が流れる
などの状況から、水面の上部スペースを走行する方式を
採用し、そのため、伸縮可能な脚部31に走行用車輪1
4を取り付ける方式を採用した。しかし、走行手段は、
車輪に限られるものではなく、クローラ(無限軌道帯)
など、他の走行手段であってもよいことは勿論である。
On the lower surface of the vehicle body 13, there is provided a traveling device including traveling wheels 14 as traveling means, legs 31, a self-propelled device 34 and the like. Since the traveling wheels 14 may be submerged when the amount of water 24 in the pipe is large,
It is desirable to be composed of a material having water resistance. Body 1
3 may be a wheel system, a crawler (endless track zone) system, a ship system, a rope tow system, etc., but due to the efficiency of movement, the moving mechanism, and the situation in which water 24 flows through the pipe 12, The system that travels in the upper space above the water surface is adopted.
The method of attaching 4 was adopted. However, the traveling means
Not limited to wheels, crawlers (track tracks)
Of course, other traveling means such as

【0012】2本の脚部31が、車体13の下面に垂直
線に対してそれぞれ略60度ずつの角度をもって設けら
れ、管渠12の管壁内面に突っ張りながら走行するよう
になっている。この脚部31は、マンホール10からの
搬入、搬出の際に折り畳んだり、伸ばしたりできるよう
に、2本の脚片35が連結ピン36で中心と両端部でX
字状に2段に伸縮自在に連結されて、パンタグラフのよ
うに構成されている。一方の脚片35の基端部は、車体
13に回動自在に連結された固定端37となり、また、
他方の脚片35の基端部は、車体13に取り付けられた
伸縮駆動装置39のピストンロッド40にガイドリング
41を介して連結され、ガイドロッド42に添って摺動
することにより摺動端38となっている。前記脚片35
の先端部には、それぞれ走行用車輪14が取り付けら
れ、モータからなる自走装置34に連結されている。自
走装置34は、左右の脚部31に少なくともそれぞれ1
つずつ設けられる。走行安定制御は、ジャイロを使用し
て行われる。駆動源は、蓄電池を搭載し、駆動装置は、
DC24Vモータが使用される。なお、駆動装置として
交流機器を搭載し、駆動源は、電源コードにより地上か
ら交流電力を供給するようにしてもよい。
Two legs 31 are provided on the lower surface of the vehicle body 13 at an angle of about 60 degrees with respect to the vertical line, and run while being stretched on the inner surface of the pipe wall of the pipe 12. This leg portion 31 has two leg pieces 35 connected by a connecting pin 36 at the center and both ends so that the leg portion 31 can be folded and extended when being carried in and out of the manhole 10.
It is connected like a letter in two stages so that it can expand and contract, and is configured like a pantograph. The base end of one leg 35 serves as a fixed end 37 rotatably connected to the vehicle body 13, and
The base end portion of the other leg piece 35 is connected to a piston rod 40 of a telescopic drive device 39 attached to the vehicle body 13 via a guide ring 41, and slides along the guide rod 42 so that a sliding end 38 is formed. Has become. The leg piece 35
Wheels 14 for traveling are respectively attached to the tip ends of the motors, and are connected to a self-propelled device 34 including a motor. The self-propelled device 34 has at least 1 on each of the left and right legs 31.
Provided one by one. The traveling stability control is performed using a gyro. The drive source is equipped with a storage battery, and the drive device is
A 24V DC motor is used. Alternatively, an AC device may be mounted as a drive device, and the drive source may supply AC power from the ground by a power cord.

【0013】前記昇降装置33は、2本のアーム44が
連結ピン45で中心部でX字状に伸縮自在に連結され
て、パンタグラフのように構成されている。一方のアー
ム44の上端部と他方のアーム44の下端部は、それぞ
れ機器台49と車体13に回動自在に連結された固定端
37となり、また、一方のアーム44の下端部は、ねじ
軸48に螺合したナット51に連結され、他方のアーム
44の上端部は、ガイド軸50に摺動自在に遊嵌したリ
ング52に連結されている。前記ねじ軸48は、車体1
3に取り付けられたモータ46に減速機47を介して連
結されている。この例における昇降装置33は、X字状
に構成した場合を示しているが、これに限られるもので
はなく、X字状を2段以上連結して構成した場合であっ
てもよい。
The elevating device 33 is constructed like a pantograph in which two arms 44 are connected by a connecting pin 45 so as to extend and contract in an X shape at the center. The upper end of one arm 44 and the lower end of the other arm 44 serve as fixed ends 37 that are rotatably connected to the equipment base 49 and the vehicle body 13, respectively, and the lower end of one arm 44 has a screw shaft. It is connected to a nut 51 screwed to 48, and the upper end of the other arm 44 is connected to a ring 52 slidably fitted on a guide shaft 50. The screw shaft 48 is used for the vehicle body 1.
The motor 46 attached to the motor 3 is connected via a speed reducer 47. The elevating device 33 in this example shows a case of being configured in an X shape, but is not limited to this, and may be a case of connecting two or more stages of the X shape.

【0014】前記調査機器32は、機器台49に搭載さ
れたCCDカメラ53と照明灯54からなる画像取り込
み装置55、超音波速度測定器16、中性化層深さ測定
器17、ガス検知装置56、管材質強度検査装置57、
車体13の下面に垂下して設けられた探触子60とシリ
ンダ61からなる堆積物検知装置58、車体13に搭載
された傾斜測定器21などによって構成されている。
The survey equipment 32 includes an image capturing device 55 consisting of a CCD camera 53 and an illumination lamp 54 mounted on a device stand 49, an ultrasonic velocity measuring device 16, a neutralized layer depth measuring device 17, and a gas detecting device. 56, pipe material strength inspection device 57,
It is configured by a deposit detection device 58 including a probe 60 and a cylinder 61 that are provided so as to hang down from the lower surface of the vehicle body 13, an inclination measuring device 21 mounted on the vehicle body 13, and the like.

【0015】前記機器台49には、また案内車輪30が
シリンダ64とピストンロッド63に連結されて設けら
れ、またダンパ付きリミットスイッチ62が取り付けら
れている。また、車体13には、制御回路、電源などの
制御部22が搭載されている。
On the equipment base 49, a guide wheel 30 is connected to a cylinder 64 and a piston rod 63, and a limit switch 62 with a damper is attached. Further, the vehicle body 13 is equipped with a control unit 22 such as a control circuit and a power supply.

【0016】本発明による管渠調査ロボットに搭載され
たそれぞれの機器は、セッティングに手間とらず、最小
限の道路占有面積で路上から遠隔操作でき、劣悪な環境
下で効率よく堆積土砂の除去を行い、故障の少ない機構
であることが要求される。特に、調査機器32は、性
能、重量、大きさ、価格、管渠12内での耐久性などを
十分満足することが必要である。そのためには各調査機
器32は、つぎに示すようなものが望ましい。
The respective devices mounted on the pipe draining robot according to the present invention do not require any troublesome setting, and can be remotely controlled from the road with a minimum road occupying area, and can efficiently remove the sediment in a bad environment. It is required to have a mechanism that does not cause any failures. In particular, the survey device 32 needs to sufficiently satisfy the performance, weight, size, price, durability in the duct 12, and the like. For that purpose, it is desirable that each of the survey devices 32 be as shown below.

【0017】画像取り込み装置55:画像取り込みデー
タは、管渠12内走行状態の確認、管渠12のひび割れ
・破損・接合部状態・木根の侵入など管内状況を地上か
ら調査するために必要である。これらの目的を達成する
ためには、CCDカメラ、超音波カメラ、赤外線カメ
ラ、レーザー装置、撮像管などが考えられるが、小型、
軽量、高信頼性、焼きつきがない、残像が少ない、比較
的安価、性能の向上が見込まれる、レンズに連動したス
ケールにより計測ができるなどの利点からCCDカメラ
53が最適である。このCCDカメラ53は、前方10
メートルまで監視可能な前方監視用と、壁面3メートル
まで監視可能な壁面監視用の2種類を搭載し、5倍程度
のズーム機能、スケール設定機能を有するものが好まし
い。
Image capturing device 55: The image capturing data is necessary for confirming the running condition in the pipe 12 and for investigating the pipe internal conditions such as cracks / damages / joint condition / penetration of the pipe 12 from the ground. . In order to achieve these objects, a CCD camera, an ultrasonic camera, an infrared camera, a laser device, an image pickup tube, etc. are conceivable.
The CCD camera 53 is optimal because of its advantages such as light weight, high reliability, no image sticking, little afterimage, relatively inexpensive, improved performance, and measurement by a scale linked to the lens. This CCD camera 53 is
It is preferable to mount two types, one for front monitoring capable of monitoring up to 3 meters and one for wall monitoring capable of monitoring up to 3 meters of a wall surface, and having a zoom function of about 5 times and a scale setting function.

【0018】また、照明灯54は、管内を照射し画像の
取り込みが行えるだけの照度を確保するために必要であ
り、ハロゲン電球、アルゴン電球、クリプトン電球、反
射型電球、LEDなどが考えられるが、効率が高い、超
寿命、使用実績が豊富、高性能、汎用品が多いなどの利
点からハロゲン電球が最適である。
Further, the illuminating lamp 54 is necessary to secure the illuminance enough to illuminate the inside of the tube and capture an image, and a halogen bulb, an argon bulb, a krypton bulb, a reflection type bulb, an LED or the like is considered. Halogen bulbs are most suitable because of their advantages such as high efficiency, long life, abundant usage record, high performance, and many general-purpose products.

【0019】ガス検知装置56:管内の有毒ガス(硫化
水素、可燃性ガス、一酸化炭素、酸素濃度の少なくとも
4種類)の検知を行うためにガスセンサを使用し、ガス
の有無およびガス濃度の測定を行う。ガスの検知レベル
としては、許容濃度、すなわち有毒ガスなどが空気中に
存在する職場で、1日8時間程度の作業を日々継続して
も健康に全く障害をおよぼさない濃度の限界として日本
産業衛生学会から勧告の形で示されている値以上のガス
が検知できることから、熱伝導式ガスセンサ、隔膜ガル
バニ電池式ガスセンサが好適である。熱伝導式ガスセン
サについては、測定可能濃度範囲が広く、経時的に安定
しており、また、酸素が存在しなくても測定が可能であ
ること、隔膜ガルバニ電池式ガスセンサについては、酸
素濃度の測定に有効であることによるものである。これ
ら2方式の他、接触燃焼式、半導体式、定電位式などが
ある。
Gas detector 56: Uses a gas sensor to detect poisonous gas (at least four kinds of hydrogen sulfide, combustible gas, carbon monoxide, and oxygen concentration) in the pipe, and measures the presence or absence of gas and the gas concentration. I do. The gas detection level is the limit of the permissible concentration, that is, the limit of the concentration that does not cause any health problems even if daily work is continued for about 8 hours in a workplace where toxic gases are present in the air. The heat conduction type gas sensor and the diaphragm galvanic cell type gas sensor are preferable because they can detect a gas having a value equal to or higher than the value recommended by the Japan Society for Occupational Health. The thermal conductivity type gas sensor has a wide measurable concentration range, is stable over time, and can be measured even in the absence of oxygen.For the diaphragm galvanic cell type gas sensor, measure the oxygen concentration. It is due to being effective. In addition to these two methods, there are a contact combustion method, a semiconductor method, a constant potential method, and the like.

【0020】管材質強度検査装置57:ロボットに搭載
するため、装置が小型軽量である必要がある。この装置
57による調査内容は、コンクリート管渠12の材質劣
化および中性化深さの測定を目的とする。管壁表面に1
対の超音波センサを密着させ、2点間のパルスの伝播速
度を測定する、いわゆる超音波非破壊検査装置、管壁に
ドリルなどで穴を開け、フェノールフタレイン溶液を吹
き付けて変色の有無から中性化深さを判断する、いわゆ
る中性化試験装置を選定した。その他、管内面をハンマ
ーで打撃し、反発硬度を求める、いわゆるシュミットハ
ンマー式、円柱状にコンクリート壁を抜き取り、圧縮強
度などを地上で検査する破壊検査式などもある。
Pipe material strength inspection device 57: Since it is mounted on a robot, the device must be small and lightweight. The contents of the investigation by this device 57 are for the purpose of measuring the material deterioration and the neutralization depth of the concrete pipe 12. 1 on the wall surface
A so-called ultrasonic non-destructive inspection device that measures the propagation velocity of a pulse between two points by closely contacting a pair of ultrasonic sensors, makes a hole in the pipe wall with a drill, etc., and sprays a phenolphthalein solution to check for discoloration A so-called neutralization test device was selected to judge the neutralization depth. In addition, there is also a so-called Schmidt hammer type in which the inner surface of the pipe is hit with a hammer to obtain the rebound hardness, and a destructive inspection type in which a concrete wall is extracted in a column shape and the compressive strength is inspected on the ground.

【0021】堆積物検知装置58:下水管渠12の清掃
場所の調査および清掃時期の点検のために管底部に堆積
した汚泥の堆積量調査を行う。調査したデータは地上へ
伝送し、連続的に観測が行えるものとすることから、本
発明では、探触子60を用いた装置を選定した。これは
測定原理が機械的なものであり、測定値の信頼性が高い
こと、無水時でも測定が可能であることによるものであ
る。その他、超音波式、流速検知式、光電式などが考え
られる。一般に、土砂が管径の10%程度堆積したとき
に清掃を必要とするので、探触子60による測定上限値
は、管径の20%とし、5ミリメートルの間隔で測定で
きる構造とする。
Deposit detection device 58: For investigating the cleaning place of the sewer pipe 12 and for checking the cleaning time, the amount of sludge deposited on the pipe bottom is investigated. In the present invention, the device using the probe 60 was selected because the surveyed data is to be transmitted to the ground for continuous observation. This is because the measurement principle is mechanical, the reliability of the measured value is high, and the measurement is possible even in the anhydrous state. In addition, an ultrasonic type, a flow velocity detecting type, a photoelectric type and the like can be considered. Generally, cleaning is required when the earth and sand deposit about 10% of the pipe diameter. Therefore, the upper limit of measurement by the probe 60 is 20% of the pipe diameter, and the structure is such that measurement can be performed at intervals of 5 mm.

【0022】傾斜測定器21:下水管渠12の傾斜およ
び不同沈下は、管内の水24の流下状況、汚泥25の堆
積に影響をおよぼす。そのため、管内の傾斜、不同沈下
を調査するための装置を搭載することから、本発明で
は、ジャイロ式傾斜検知装置を選定した。これは外部に
測定の基準を必要としないこと、精度の高い測定が可能
なこと、管の不同沈下、蛇行などの測定も可能などの理
由によるものである。その他、水圧計式、傾斜センサ式
などが考えられる。
Inclination measuring device 21: The inclination and differential settlement of the sewer pipe 12 affect the flow-down state of the water 24 in the pipe and the accumulation of sludge 25. Therefore, since a device for investigating the inclination and differential settlement in the pipe is mounted, the gyro-type inclination detection device is selected in the present invention. This is because there is no need for an external measurement standard, high-accuracy measurement is possible, and it is possible to measure uneven settlement of pipes and meandering. In addition, a water pressure gauge type, a tilt sensor type, and the like can be considered.

【0023】以上のような構成において、脚部31と昇
降装置33を図3および図4のように折り畳んでマンホ
ール10から管渠12へ挿入する。もしマンホール10
の直径が小さいときには、昇降装置33と機器台49
は、走行手段14付きの車体13をマンホール10から
管渠12内へ挿入してから取り付ける。つぎに伸縮駆動
装置39を駆動して脚部31を伸ばしてゆく。この脚部
31を伸ばすことにより、両側の走行用車輪14の管渠
12内壁に接する位置が少しずつ上方へ移動する。この
走行用車輪14の接触する位置が汚泥25や水24に接
しない位置、例えば底部から管径の約30%の位置に接
するように脚部31を伸ばす。走行用車輪14の位置が
決まったら自走装置34で調査個所へ移動する。調査個
所に達したら、自走装置34を停止し、モータ46を駆
動して昇降装置33を伸ばして各種センサが管渠12管
壁に略接する位置まで上昇させる。と同時に、案内車輪
30を上昇させて管壁に接触させる。地上部には、モニ
ター付き遠隔操作装置を設置し、車体13の前進、後
進、CCDカメラ53その他のセンサの操作を行う。
With the above-mentioned structure, the leg portion 31 and the elevating device 33 are folded as shown in FIGS. 3 and 4 and inserted from the manhole 10 into the pipe 12. If manhole 10
When the diameter is small, the lifting device 33 and the equipment stand 49
Is mounted after inserting the vehicle body 13 with the traveling means 14 into the pipe 12 from the manhole 10. Next, the extension / contraction drive device 39 is driven to extend the leg portion 31. By extending the leg portion 31, the positions of the traveling wheels 14 on both sides in contact with the inner wall of the conduit 12 are gradually moved upward. The leg portion 31 is extended so that the contact position of the traveling wheel 14 does not contact the sludge 25 or the water 24, for example, the position of about 30% of the pipe diameter from the bottom. When the position of the traveling wheel 14 is determined, the self-propelled device 34 moves to the survey location. When the inspection point is reached, the self-propelled device 34 is stopped, the motor 46 is driven to extend the elevating device 33, and the various sensors are elevated to a position where they are substantially in contact with the pipe wall of the duct 12. At the same time, the guide wheel 30 is raised and brought into contact with the pipe wall. A remote control device with a monitor is installed on the ground, and the vehicle body 13 is moved forward and backward, and the CCD camera 53 and other sensors are operated.

【0024】各種のセンサにより上述の方法で検出され
たデータは、伝送装置により地上へ送られて、データの
解析、管渠調査ロボットの制御などが行われる。この伝
送装置は、銅製ケーブルでもよいが、ノイズの影響を受
けにくく、高効率な伝送が可能な光通信ケーブルが好ま
しい。また、有線による伝送方法に限られるものではな
く、無線による伝送方法とすることもできる。
The data detected by the above-mentioned methods by the various sensors is sent to the ground by the transmission device, and the data is analyzed and the control of the conduit survey robot is performed. This transmission device may be a copper cable, but is preferably an optical communication cable that is not easily affected by noise and enables highly efficient transmission. Further, the transmission method is not limited to the wired transmission method, but may be a wireless transmission method.

【0025】図5は、本発明の第2実施例を示すもので
ある。前記代1の実施例では、車体13の下方側に2本
の伸縮自在の脚部31を介して走行手段14を取付け、
車体13の上方側の機器台49に、案内車輪30を設け
た。これに対し、図5に示す第2実施例では、車体13
の下方側に2本の伸縮自在の脚部31を介して案内車輪
30を取付け、機器台49の上方側(縦方向)に、前記
管渠12内壁に接しつつ駆動するための走行手段14を
取付けてなるものである。
FIG. 5 shows a second embodiment of the present invention. In the first embodiment, the traveling means 14 is attached to the lower side of the vehicle body 13 via the two telescopic legs 31.
The guide wheels 30 are provided on the equipment base 49 on the upper side of the vehicle body 13. On the other hand, in the second embodiment shown in FIG.
The guide wheel 30 is attached to the lower side of the device via two telescopic legs 31, and the traveling means 14 for driving while being in contact with the inner wall of the pipe 12 is provided on the upper side (longitudinal direction) of the equipment base 49. It is installed.

【0026】また、図6は、本発明の第3実施例を示す
もので、この例では、車体13の下方側に2本の伸縮自
在の脚部31を介して案内車輪30を取付け、車体13
の両側方(横方向)に、2本の伸縮自在の脚部31を介
して管渠12内壁に接しつつ駆動するための走行手段1
4を取付けてなるものである。図5および図6に示すよ
うに、走行手段14を水平よりも上方に位置して取付け
ると、走行手段14を構成するモータその他の機構部分
が水24や汚泥25に浸漬することから完全に防止でき
る。特に、管渠12の内壁に凹凸、付着物などのない良
好な状態の場合に適している。
FIG. 6 shows a third embodiment of the present invention. In this example, the guide wheel 30 is attached to the lower side of the vehicle body 13 via two extendable leg portions 31, and the vehicle body is Thirteen
A traveling means 1 for driving while being in contact with the inner wall of the pipe 12 via two telescopic legs 31 on both sides (lateral direction) of the
4 is attached. As shown in FIGS. 5 and 6, when the traveling means 14 is mounted at a position higher than the horizontal, the motor and other mechanical parts constituting the traveling means 14 are completely prevented from being immersed in the water 24 and the sludge 25. it can. In particular, it is suitable for the case where the inner wall of the pipe 12 is in a good condition without irregularities or deposits.

【0027】前記実施例では、いずれも円筒形の管渠1
2の場合を説明したが、本発明はこれに限られるもので
はなく、図7に示すように、角筒形の管渠12であって
も、また多角形、楕円形などであっても利用することが
できる。この場合、脚片35の先端部の自走装置34付
き走行手段14が、管渠12の床面に直角に接するよう
に脚片35を途中から垂直、その他の角度に折曲して取
り付け、傾斜した脚片35部分を伸縮自在にする。もち
ろん、折曲した脚片35部分を伸縮自在に構成してもよ
い。また、自走装置34付き走行手段14は、水や汚泥
にて汚れないように、上端の案内車輪30の部分に取付
け、下端部に案内車輪30を取り付けるようにしてもよ
い。
In the above-mentioned embodiments, the tubular conduit 1 has a cylindrical shape.
Although the case of No. 2 has been described, the present invention is not limited to this, and as shown in FIG. 7, a rectangular tube-shaped conduit 12 or a polygonal or elliptical shape can be used. can do. In this case, the traveling means 14 with the self-propelled device 34 at the tip of the leg piece 35 is attached by bending the leg piece 35 from the middle to a vertical or other angle so that the traveling means 14 with the self-propelled device 34 contacts the floor surface of the pipe 12 at a right angle, The sloping leg 35 is made flexible. Of course, the bent leg piece 35 may be configured to be expandable and contractible. The traveling means 14 with the self-propelled device 34 may be attached to the guide wheel 30 at the upper end and the guide wheel 30 at the lower end so as not to be contaminated with water or sludge.

【0028】前記実施例では、自走装置34付き走行手
段14は、タイヤ付き車輪のような円形の車輪方式を用
いたが、その他、無限軌道帯からなるクローラ方式であ
ってもよい。
In the above embodiment, the traveling means 14 with the self-propelled device 34 uses a circular wheel system such as a wheel with tires, but it may be a crawler system having an endless track zone.

【0029】[0029]

【発明の効果】【The invention's effect】

(1)走行手段14は、管渠12の底部より十分高い位
置を走行するので、管渠12内に水24の流れがあった
り、土砂、汚泥25などが堆積していても、これらの抵
抗を受けることなく走行でき、従来のように堆積物25
や水24を排除するなどの清掃をすることなく調査がで
きる。また、車体13が水24の上に位置するので、走
行手段14や各種センサの耐久性の向上を図ることがで
きる。もし、管渠12内に水24の量が多いときには、
走行手段14が水没しつつ走行することがあるが、耐水
性の材料で構成すれか、走行手段14を上方向か横方向
に取り付けるようにすれば問題がない。
(1) Since the traveling means 14 travels at a position sufficiently higher than the bottom of the pipe 12, even if there is a flow of water 24, sediment, sludge 25, etc. in the pipe 12, these resistances It can run without being hit and deposits 25
It is possible to investigate without cleaning such as removing water and water 24. Further, since the vehicle body 13 is located on the water 24, the durability of the traveling means 14 and various sensors can be improved. If there is a large amount of water 24 in the pipe 12,
The traveling means 14 may travel while submerged in water, but there is no problem if the traveling means 14 is made of a water-resistant material or the traveling means 14 is attached in an upward direction or a lateral direction.

【0030】(2)車体13を円筒形状や台車形状とす
ることができるので、搬入口であるマンホール10の内
形形状を有効に利用して搬入することができる。また、
角形形状と比較して段面積が大きくなり、搭載能力が大
きくなる。
(2) Since the vehicle body 13 can be formed into a cylindrical shape or a dolly shape, it can be carried in by effectively utilizing the inner shape of the manhole 10 which is a carry-in port. Also,
Compared with the rectangular shape, the step area becomes larger and the mounting capacity becomes larger.

【0031】(3)走行手段14は、車輪方式に限られ
るものではないが、車輪を用いる方式は、クローラ方式
と比較して機構が簡単になり、軽量化が可能となる。そ
のため、駆動動力が少なくて済み、管渠調査ロボットの
行動可能距離が延びる。
(3) The traveling means 14 is not limited to the wheel system, but the system using wheels has a simpler mechanism than the crawler system and can be reduced in weight. Therefore, the driving power is small, and the action distance of the pipe survey robot is extended.

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

【図1】本発明による管渠調査ロボットの第1実施例を
示すもので、脚部31と昇降装置33を伸ばした状態の
正面図である。
FIG. 1 is a front view showing a first embodiment of a pipe inspection robot according to the present invention in a state in which a leg portion 31 and a lifting device 33 are extended.

【図2】図1の側面図である。FIG. 2 is a side view of FIG.

【図3】本発明による管渠調査ロボットにおいて、脚部
31と昇降装置33を縮小した状態の正面図である。
FIG. 3 is a front view showing a state in which a leg portion 31 and an elevating device 33 are contracted in the conduit inspection robot according to the present invention.

【図4】図3の側面図である。FIG. 4 is a side view of FIG. 3;

【図5】本発明による管渠調査ロボットの第2実施例を
示す脚部31と昇降装置33を伸ばした状態の正面図で
ある。
FIG. 5 is a front view showing a second embodiment of the pipe inspection robot according to the present invention in a state in which a leg portion 31 and a lifting device 33 are extended.

【図6】本発明による管渠調査ロボットの第3実施例を
示す脚部31と昇降装置33を伸ばした状態の正面図で
ある。
FIG. 6 is a front view showing a third embodiment of the pipe inspection robot according to the present invention in a state in which a leg portion 31 and a lifting device 33 are extended.

【図7】本発明による管渠調査ロボットの第4実施例を
示す脚部31と昇降装置33を伸ばした状態の正面図で
ある。
FIG. 7 is a front view showing a fourth embodiment of the duct survey robot according to the present invention in a state in which a leg portion 31 and an elevating device 33 are extended.

【図8】従来の小型調査ロボット23による調査状態を
示す説明図である。
FIG. 8 is an explanatory diagram showing a survey state by a conventional small survey robot 23.

【図9】従来の小型調査ロボット23による800mm
程度の中口径管渠12b内での調査状態を示す説明図で
ある。
FIG. 9 800 mm by a conventional small survey robot 23
It is explanatory drawing which shows the investigation state in the inside diameter pipe 12b of a grade.

【符号の説明】[Explanation of symbols]

10…マンホール、11…汚水桝、12…管渠、13…
車体、14…走行手段、15…TVカメラ、16…超音
波速度測定器、17…中性化層深さ測定器、18…管内
径測定器、19…反発度測定器、20…距離測定器、2
1…傾斜測定器、22…制御部、23…小型調査ロボッ
ト、24…水、25…汚泥、30…案内車輪、31…脚
部、32…調査機器、33…昇降装置、34…自走装
置、35…脚片、36…連結ピン、37…固定端、38
…摺動端、39…伸縮駆動装置、40…ピストンロッ
ド、41…ガイドリング、42…ガイドロッド、44…
アーム、45…連結ピン、46…モータ、47…減速
機、48…ねじ軸、49…機器台、50…ガイド軸、5
1…ナット、52…リング、53…CCDカメラ、54
…照明灯、55…画像取り込み装置、56…ガス検知装
置、57…管材質強度検査装置、58…堆積物検知装
置、60…探触子、61…シリンダ、62…ダンパ付き
リミットスイッチ、63…ピストンロッド、64…シリ
ンダ。
10 ... Manhole, 11 ... Sewage basin, 12 ... Pipe, 13 ...
Vehicle body, 14 ... Traveling means, 15 ... TV camera, 16 ... Ultrasonic velocity measuring instrument, 17 ... Neutralization layer depth measuring instrument, 18 ... Pipe inner diameter measuring instrument, 19 ... Repulsion degree measuring instrument, 20 ... Distance measuring instrument Two
DESCRIPTION OF SYMBOLS 1 ... Inclination measuring device, 22 ... Control part, 23 ... Small investigation robot, 24 ... Water, 25 ... Sludge, 30 ... Guide wheel, 31 ... Leg part, 32 ... Investigation device, 33 ... Lifting device, 34 ... Self-propelled device , 35 ... Leg pieces, 36 ... Connecting pin, 37 ... Fixed end, 38
... Sliding end, 39 ... Telescopic drive device, 40 ... Piston rod, 41 ... Guide ring, 42 ... Guide rod, 44 ...
Arm, 45 ... Connection pin, 46 ... Motor, 47 ... Reducer, 48 ... Screw shaft, 49 ... Equipment stand, 50 ... Guide shaft, 5
1 ... Nut, 52 ... Ring, 53 ... CCD camera, 54
... Illumination lamp, 55 ... Image capturing device, 56 ... Gas detection device, 57 ... Pipe material strength inspection device, 58 ... Deposit detection device, 60 ... Probe, 61 ... Cylinder, 62 ... Damper limit switch, 63 ... Piston rod, 64 ... Cylinder.

フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 E03F 7/00 B62D 57/02 J (71)出願人 591043581 東京都 東京都新宿区西新宿2丁目8番1号 (71)出願人 592239394 川崎市 神奈川県川崎市川崎区宮本町1番地 (71)出願人 596053046 勝又 和信 神奈川県大和市下鶴間2785−31 (71)出願人 596053057 小原 明 神奈川県横浜市磯子区岡村8−2−14 (71)出願人 591225110 名古屋市 愛知県名古屋市中区三の丸3丁目1番1号 (71)出願人 596053068 京都市 京都府京都市南区東九条東山王町12番地 (71)出願人 591030499 大阪市 大阪府大阪市北区中之島1−3−20 (71)出願人 594087274 神戸市 兵庫県神戸市中央区加納町6丁目5番1号 (71)出願人 596053079 広島市 広島県広島市中区国泰寺町一丁目6番34号 (71)出願人 593175419 北九州市 福岡県北九州市小倉北区城内1番1号 (71)出願人 594206163 福岡市 福岡県福岡市中央区天神1−8−1 (71)出願人 000230571 日本下水道事業団 東京都港区赤坂六丁目1番20号 (71)出願人 593153532 財団法人下水道新技術推進機構 東京都豊島区西池袋1丁目22番8号 (71)出願人 000230973 日本工営株式会社 東京都千代田区麹町5丁目4番地 (72)発明者 澁谷 外茂雄 北海道空知郡栗沢町必成東栄254番地 (72)発明者 身崎 尚 宮城県仙台市太白区富沢二丁目20番3号 (72)発明者 石原 一雄 千葉県山武郡大網白里町金谷郷2437 (72)発明者 奥田 照夫 東京都板橋区東新町一丁目53番7号 (72)発明者 泰地 修吾 神奈川県横須賀市衣笠栄町4−4 (72)発明者 勝又 和信 神奈川県大和市下鶴間2785−31 (72)発明者 小原 明 神奈川県横浜市磯子区岡村8−2−14 (72)発明者 三羽 宏明 愛知県名古屋市守山区白山一丁目811番地 (72)発明者 林 潔彦 大阪府高槻市芥川町2丁目17の12 (72)発明者 矢下 健博 大阪府大阪市平野区長吉長原東1−7−16 −402 (72)発明者 畑 惠介 兵庫県神戸市東灘区向洋町中5丁目1番 522−1213号 (72)発明者 紙田 斉 広島県広島市中区江波本町8番27号 (72)発明者 ▲松▼田 麻左武 福岡県北九州市八幡東区清田二丁目6番5 号 (72)発明者 高木 誠 福岡県小郡市三沢4176−3 (72)発明者 福地 大二郎 埼玉県浦和市岸町一丁目4−5 (72)発明者 佐々木 稔 北海道札幌市西区琴似2条5丁目3−8 (72)発明者 鈴木 茂 千葉県千葉市美浜区真砂3丁目10番11号 (72)発明者 樫村 幸辰 埼玉県比企郡鳩山町鳩山ケ丘3丁目880− 275 (72)発明者 赤坂 太司 埼玉県東松山市宮鼻70−203Continuation of front page (51) Int.Cl. 6 Identification number Office reference number FI Technical display location E03F 7/00 B62D 57/02 J (71) Applicant 591043581 2-8-1, Nishishinjuku, Shinjuku-ku, Tokyo, Tokyo No. (71) Applicant 592239394 1 1 Miyamoto-cho, Kawasaki-ku, Kawasaki-shi, Kanagawa Prefecture, Kawasaki City (71) Applicant 596053046 Kazumata Katsumata 2785-31, Shimotsuruma, Yamato City, Kanagawa Prefecture 596053057 Myoko Ohara Isogo-ku, Yokohama City, Kanagawa Prefecture 8-2-14 Okamura (71) Applicant 591225110 3-1-1 Sannomaru, Naka-ku, Nagoya-shi, Aichi prefecture, Aichi prefecture (71) Applicant 596053068 12, Higashikujo-Higashisannocho, Higashikujo, Minami-ku, Kyoto city, Kyoto prefecture, Kyoto prefecture (71 ) Applicant 591030499 1-3-20 Nakanoshima, Kita-ku, Osaka-shi, Osaka-shi, Osaka (71) Applicant 594087274 Kobe-shi, Hyogo Prefecture 6-5-1, Kano-cho, Chuo-ku, Kobe-shi (71) Applicant 596053079 Hiroshima-shi, Hiroshima-ken 1-6-34, Kokutaiji-cho, Naka-ku, Hiroshima-shi (71) Applicant 593175419 Kitakyushu City, Kitakyushu-shi, Fukuoka Prefecture 1 Kurauchi-ku, Kokurakita-ku No. 1 (71) Applicant 594206163 Fukuoka City 1-8-1 Tenjin, Chuo-ku, Fukuoka, Fukuoka Prefecture (71) Applicant 000230571 Japan Sewer Works 6-20 Akasaka, Minato-ku, Tokyo (71) Applicant 593153532 New Sewerage Technology Promotion Foundation 1-22-8, Nishiikebukuro, Toshima-ku, Tokyo (71) Applicant 000230973 Nippon Koei Co., Ltd. 5--4, Kojimachi, Chiyoda-ku, Tokyo (72) Inventor Shigeo Shibuya Sorachi-gun, Hokkaido 254, Tosei, Kurizawa-machi (72) Inventor Takashi Minosaki 2-20-3 Tomizawa, Taishiro-ku, Sendai City, Miyagi Prefecture (72) Kazuo Ishihara 2437, Kanayago, Oamishirasato-cho, Sanmu-gun, Chiba Prefecture (72) Inventor Teruo Okuda 1-353, Higashishinmachi, Itabashi-ku, Tokyo (72) Inventor Shugo Taiji 4-4 Kinugasakaemachi, Yokosuka City, Kanagawa Prefecture (72) Inventor, Kazunobu Katsumata 2785-31, Shimotsuruma, Yamato City, Kanagawa Prefecture ( 72) Inventor Akira Ohara 8-2-14 Okamura, Isogo Ward, Yokohama City, Kanagawa Prefecture (72) Inventor Hiroaki Miwa 8-11, Shirayama, Moriyama Ward, Nagoya City, Aichi Prefecture Ground (72) Inventor Kiyohiko Hayashi 2-17-12, Akutagawa-cho, Takatsuki-shi, Osaka Prefecture (72) Inventor Takehiro Yashita 1-7-16 -402 (72) Inventor Hata, Nagayoshi Nagahara Hirano-ku, Osaka-shi, Osaka Prefecture Keisuke 52-1522-1,213 Naka, Koyo-cho, Higashinada-ku, Kobe-shi, Hyogo Prefecture (72) Inventor Hitoshi Kaeda 8-27, Enamihoncho, Naka-ku, Hiroshima-shi, Hiroshima Prefecture (72) Inventor ▲ Matsu ▼ Masaki Takeda 2-6-5 Kiyota, Yawatahigashi-ku, Kitakyushu, Fukuoka (72) Inventor Makoto Takagi 4176-3 Misawa, Ogori-shi, Fukuoka (72) Inventor Daijiro Fukuchi 1-5-5, Kishimachi, Urawa-shi, Saitama (72) Inventor Minoru Sasaki 2-5-3, Kotoni, Nishi-ku, Sapporo-shi, Hokkaido (72) Inventor Shigeru Suzuki 3-10-11 Masago, Masahama, Mihama-ku, Chiba Prefecture (72) Inventor Kotatsu Kashimura Hatoyama Town, Hiki-gun, Saitama Prefecture Kega 3-chome 880-275 (72) Inventor Taiji Akasaka 70-203 Miyahana, Higashimatsuyama City, Saitama Prefecture

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 車体13に設けた機器台49に調査機器
32を搭載し、前記車体13に設けた走行手段14によ
り走行しつつ管渠12内を調査する管渠調査ロボットに
おいて、前記走行手段14と前記機器台49との少なく
ともいずれか一方を前記車体13に対して伸縮自在に設
けてなることを特徴とする管渠調査ロボット。
1. A pipe scavenging robot for surveying the inside of a culvert 12 while traveling by means of a traveling means 14 provided on the vehicle body 13, wherein a survey equipment 32 is mounted on an equipment stand 49 provided on the vehicle body 13. At least one of 14 and the equipment stand 49 is provided so as to be extendable / contractible with respect to the vehicle body 13, and a pipe survey robot.
【請求項2】 車体13に設けた機器台49に調査機器
32を搭載し、前記車体13に設けた走行手段14によ
り走行しつつ管渠12内を調査する管渠調査ロボットに
おいて、前記走行手段14を、前記車体13に設けた伸
縮自在の複数本の脚部31の端部に取付け、前記車体1
3と機器台49との間に、調査機器32を搭載した前記
機器台49を昇降する昇降装置33を設けてなることを
特徴とする管渠調査ロボット。
2. A pipe survey robot in which a survey device 32 is mounted on a device base 49 provided on a vehicle body 13 and the inside of the duct 12 is surveyed while traveling by a traveling means 14 provided on the vehicle body 13. 14 is attached to the ends of a plurality of telescopic legs 31 provided on the vehicle body 13,
A drainage channel investigation robot, characterized in that an elevating device 33 for elevating and lowering the equipment table 49 carrying the investigation equipment 32 is provided between the equipment 3 and the equipment table 49.
【請求項3】 車体13の上方側に設けた機器台49に
調査機器32を搭載し、前記車体13の下方側に設けた
走行手段14により走行しつつ管渠12内を調査する管
渠調査ロボットにおいて、前記車体13の下方側に2本
の伸縮自在の脚部31を互いに左右に90〜180の角
度で開いて設け、この脚部31にそれぞれ前記走行手段
14を取付け、前記車体13と機器台49との間に、調
査機器32を搭載した前記機器台49を昇降する昇降装
置33を設けてなることを特徴とする管渠調査ロボッ
ト。
3. A pipe ditch survey in which a survey device 32 is mounted on a device base 49 provided on the upper side of the vehicle body 13 and the inside of the ditch 12 is surveyed while traveling by a traveling means 14 provided on the lower side of the vehicle body 13. In the robot, two telescopic legs 31 are provided on the lower side of the vehicle body 13 so as to be opened at right and left sides at an angle of 90 to 180, and the traveling means 14 is attached to each of the leg portions 31, and the vehicle body 13 and A drainage channel survey robot comprising an elevating device 33 for elevating and lowering the equipment table 49 on which the investigation equipment 32 is mounted, between the equipment table 49.
【請求項4】 車体13に設けた機器台49に調査機器
32を搭載し、前記車体13に設けた走行手段14によ
り走行しつつ管渠12内を調査する管渠調査ロボットに
おいて、前記車体13の下方側に2本の伸縮自在の脚部
31を互いに左右に90〜180の角度で開いて設け、
この脚部31にそれぞれ管渠12内壁を走行する案内車
輪30を取付け、前記車体13と機器台49との間に、
調査機器32を搭載した前記機器台49を昇降する昇降
装置33を設け、前記機器台49の上方側に、前記管渠
12内壁に接しつつ駆動するための走行手段14を取付
けてなることを特徴とする管渠調査ロボット。
4. A pipe dwelling survey robot in which a survey device 32 is mounted on a device stand 49 provided on a vehicle body 13 and the inside of the ditch 12 is surveyed while traveling by a traveling means 14 provided on the vehicle body 13. Two expandable leg portions 31 are provided on the lower side of the left and right sides at an angle of 90 to 180 with respect to each other.
The guide wheels 30 traveling on the inner wall of the pipe 12 are attached to the legs 31, respectively, and between the vehicle body 13 and the equipment base 49,
An elevating device 33 for elevating and lowering the equipment table 49 on which the investigation equipment 32 is mounted is provided, and a traveling means 14 for driving while being in contact with the inner wall of the conduit 12 is attached to the upper side of the equipment table 49. A pipe survey robot.
【請求項5】 車体13に設けた機器台49に調査機器
32を搭載し、前記車体13に設けた走行手段14によ
り走行しつつ管渠12内を調査する管渠調査ロボットに
おいて、前記車体13の下方側に2本の伸縮自在の脚部
31を互いに左右に90〜180の角度で開いて設け、
この脚部31にそれぞれ管渠12内壁を走行する案内車
輪30を取付け、前記車体13と機器台49との間に、
調査機器32を搭載した前記機器台49を昇降する昇降
装置33を設け、前記車体13の側方に、前記管渠12
内壁に接しつつ駆動するための走行手段14を取付けて
なることを特徴とする管渠調査ロボット。
5. A pipe dwelling survey robot in which a survey device 32 is mounted on a device stand 49 provided on a vehicle body 13 and the inside of the ditch 12 is surveyed while traveling by a traveling means 14 provided on the vehicle body 13. Two expandable leg portions 31 are provided on the lower side of the left and right sides at an angle of 90 to 180 with respect to each other.
The guide wheels 30 traveling on the inner wall of the pipe 12 are attached to the legs 31, respectively, and between the vehicle body 13 and the equipment base 49,
An elevating device 33 for elevating and lowering the equipment stand 49 on which the investigation equipment 32 is mounted is provided, and the pipe 12 is provided on the side of the vehicle body 13.
A conduit survey robot, characterized in that a traveling means (14) for driving while being in contact with the inner wall is attached.
【請求項6】 脚部31は、2本の脚片35を連結ピン
36でX字状に交差連結しつつ伸縮するパンタグラフ状
に形成したものからなる請求項3、4または5記載の管
渠調査ロボット。
6. The pipe according to claim 3, 4 or 5, wherein the leg portion 31 is formed by forming two leg pieces 35 into a pantograph shape which expands and contracts while being cross-connected with a connecting pin 36 in an X shape. Survey robot.
【請求項7】 調査機器32は、画像取り込み装置5
5、ガス検知装置56、管材質強度検査装置57、中性
化層深さ測定器17、堆積物検知装置58、傾斜測定器
21を具備してなる請求項1、2、3、4または5記載
の管渠調査ロボット。
7. The survey device 32 is an image capturing device 5.
5. The gas detector 56, the pipe material strength inspection device 57, the neutralization layer depth measuring device 17, the deposit detection device 58, and the inclination measuring device 21 are provided. The described pipe survey robot.
JP13063596A 1996-04-30 1996-04-30 Sewer sewer survey robot Expired - Lifetime JP3594273B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13063596A JP3594273B2 (en) 1996-04-30 1996-04-30 Sewer sewer survey robot

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13063596A JP3594273B2 (en) 1996-04-30 1996-04-30 Sewer sewer survey robot

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP8094851A Division JPH09254781A (en) 1996-03-25 1996-03-25 Channel investigation robot

Publications (2)

Publication Number Publication Date
JPH09254782A true JPH09254782A (en) 1997-09-30
JP3594273B2 JP3594273B2 (en) 2004-11-24

Family

ID=15038972

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13063596A Expired - Lifetime JP3594273B2 (en) 1996-04-30 1996-04-30 Sewer sewer survey robot

Country Status (1)

Country Link
JP (1) JP3594273B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003076916A1 (en) * 2002-03-13 2003-09-18 Burn-Am Co., Ltd. Device and method for inspecting inside of underground pipe line and method of inspecting concrete on inside of underground pipe line for deterioration
JP2003294635A (en) * 2002-04-02 2003-10-15 Nagase Chemtex Corp Remote operational apparatus for diagnosing inside of tank
JP2014119360A (en) * 2012-12-17 2014-06-30 Nippon Steel & Sumitomo Metal Device for measuring sediment in closed channel
JP2020016035A (en) * 2018-07-23 2020-01-30 株式会社アイビルド Bogie

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003076916A1 (en) * 2002-03-13 2003-09-18 Burn-Am Co., Ltd. Device and method for inspecting inside of underground pipe line and method of inspecting concrete on inside of underground pipe line for deterioration
JPWO2003076916A1 (en) * 2002-03-13 2005-07-07 株式会社バーナム Embedded pipe inspection device and method, and buried pipe concrete deterioration inspection method
US7131344B2 (en) 2002-03-13 2006-11-07 Burn-Am Co., Ltd. Device and method for inspecting inside of underground pipe line and method of inspecting concrete on inside of underground pipe line for deterioration
JP2003294635A (en) * 2002-04-02 2003-10-15 Nagase Chemtex Corp Remote operational apparatus for diagnosing inside of tank
JP2014119360A (en) * 2012-12-17 2014-06-30 Nippon Steel & Sumitomo Metal Device for measuring sediment in closed channel
JP2020016035A (en) * 2018-07-23 2020-01-30 株式会社アイビルド Bogie

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