JPS5938557Y2 - Attitude position detection device for underground pipe burying machine - Google Patents

Attitude position detection device for underground pipe burying machine

Info

Publication number
JPS5938557Y2
JPS5938557Y2 JP10540983U JP10540983U JPS5938557Y2 JP S5938557 Y2 JPS5938557 Y2 JP S5938557Y2 JP 10540983 U JP10540983 U JP 10540983U JP 10540983 U JP10540983 U JP 10540983U JP S5938557 Y2 JPS5938557 Y2 JP S5938557Y2
Authority
JP
Japan
Prior art keywords
light receiving
propulsion
main body
reference line
attitude
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
JP10540983U
Other languages
Japanese (ja)
Other versions
JPS5935496U (en
Inventor
和雄 上原
洋 高田
健三 帆足
Original Assignee
株式会社小松製作所
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 株式会社小松製作所 filed Critical 株式会社小松製作所
Priority to JP10540983U priority Critical patent/JPS5938557Y2/en
Publication of JPS5935496U publication Critical patent/JPS5935496U/en
Application granted granted Critical
Publication of JPS5938557Y2 publication Critical patent/JPS5938557Y2/en
Expired legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Description

【考案の詳細な説明】 この考案は埋設すべき管体の先端に位置して先行する埋
設機本体の姿勢及び位置を遠隔にて計測する地下管理設
機の姿勢位置検出装置に関する。
[Detailed Description of the Invention] This invention relates to an apparatus for detecting the attitude and position of underground management equipment, which remotely measures the attitude and position of the preceding embedding machine body, which is located at the tip of a pipe body to be buried.

従来地中の一定深さに地下管を埋設する工法としては、
埋設すべき管体の先端にシールドを設けて、このシール
ドにより前方の土砂を掘削しながら順次管体とシールド
の間に新たな管体を継ぎ足して前進する方法、または地
中へ圧入される管体の先端に埋設機本体を設けて、管体
とともに本体を前進させながら埋設する方法などがすで
に公知であり、何れの場合も管体に先行するシールドま
たは掘削機本体の姿勢を制御して、予定路線に沿って管
体を埋設する手段を講じている。
Conventional methods of burying underground pipes at a certain depth underground include:
A method in which a shield is provided at the tip of the pipe to be buried, and the earth and sand in front are excavated using this shield, and new pipes are successively added between the pipe and the shield to move forward, or a pipe that is forced into the ground. A method is already known in which a burying machine main body is provided at the tip of the excavator body and the main body is moved forward together with the pipe body when burying the excavator. Measures are being taken to bury pipes along the planned route.

また上記姿勢制御手段としてはいままでも種々の提案が
なされ、また実施されているが、何れの場合も本体の位
置あるいは姿勢を計測し、それに応じた制御を行ってお
り、計測装置の設置に多くのスペースを必要として他の
設備、例えば掘削機構や土砂搬送機構などの支障となっ
たり、あるいは測定範囲が狭く、埋設機本体の位置ずれ
の許容値が小さいため、長距離推進の場合は測定できな
くなり、姿勢制御ができないなどの欠点があった。
In addition, various proposals have been made and implemented as the above-mentioned attitude control means, but in all cases, the position or attitude of the main body is measured and control is performed accordingly. Measurement is not recommended for long-distance propulsion because it requires a lot of space and may interfere with other equipment, such as excavation mechanisms or earth and sand transport mechanisms, or the measurement range is narrow and the tolerance for positional deviation of the burial machine body is small. There were drawbacks such as the inability to control posture and the ability to control posture.

この考案はかかる欠点を除去する目的でなされたもので
、受光盤上に集光する集光レンズに位置目盛を表示して
装置自体を小型化することにより、埋設機本体内に容易
に設置可能にすると共に、上記位置目盛を立坑内に設置
した投光器を有するトランシットにより観測して、推進
基準線に対する本体の位置ずれと、集光レンズにより受
光盤上に集光される投光器からの光の光点のずれから本
体の姿勢のずれを同時に測定可能にし、かつ得られたず
れ信号により本体の推進方向を制御するようにした地下
管理設機の姿勢位置検出装置を提供して、推進基準線に
沿って高精度で管体の埋設を可能にしたものである。
This idea was made to eliminate this drawback, and by displaying a position scale on the condensing lens that condenses light onto the light receiving panel and downsizing the device itself, it can be easily installed inside the burial machine body. At the same time, the above position scale is observed by a transit with a floodlight installed in the shaft, and the positional deviation of the main body with respect to the propulsion reference line and the light from the floodlight that is focused on the light receiving plate by the condensing lens are detected. Provided is an attitude position detection device for underground management equipment that can simultaneously measure the deviation in the attitude of the main body from the deviation of the points and control the propulsion direction of the main body based on the obtained deviation signal, so that it can be adjusted to the propulsion reference line. This makes it possible to bury the tube body along the line with high precision.

以下この考案を図示の一実施例について詳述する。This invention will be described in detail below with reference to an illustrated embodiment.

図において1は埋設すべき小径な管体2の先端に取付け
られた埋設機本体で、管体2の圧入に伴い地中を推進さ
れるように構成されており、上記本体1の後部中央にこ
の考案の装置Aが設置されている。
In the figure, reference numeral 1 denotes the burying machine main body attached to the tip of a small-diameter pipe body 2 to be buried.It is configured to be propelled underground as the pipe body 2 is press-fitted. A device A of this invention is installed.

ずなわちこの装置Aは筒状をなす筐体3の前部開口(管
体2圧入側)に、格子状の位置目盛4aを刻設した集光
レンズ4が嵌着されており、この集光レンズ4の周囲に
は光源5が設けられて、後方より上記位置目盛4aが透
視できるようになっている。
In other words, in this device A, a condensing lens 4 having a grid-like position scale 4a engraved therein is fitted into the front opening of a cylindrical housing 3 (on the press-fit side of the tube body 2). A light source 5 is provided around the optical lens 4, so that the position scale 4a can be seen through from the rear.

また筐体3の後面(本体1側)には上記集光レンズ4と
同一中心線上に受光盤6が設けられている。
Further, a light receiving plate 6 is provided on the rear surface of the housing 3 (on the main body 1 side) on the same center line as the condensing lens 4.

上記受光盤6は多数の光電素子6a群を整列的に配置し
た構造で、各光電素子6a群は本体1の後面に設置され
た増幅器7に接続されている。
The light receiving panel 6 has a structure in which a large number of groups of photoelectric elements 6a are arranged in an array, and each group of photoelectric elements 6a is connected to an amplifier 7 installed on the rear surface of the main body 1.

増幅器7により増幅された方位信号はケーブル8を経て
管体2の圧入側に設置された姿勢表示盤9に入力され、
本体1の姿勢が表示されるようになっている。
The azimuth signal amplified by the amplifier 7 is input to the attitude display panel 9 installed on the press-fit side of the pipe body 2 via the cable 8.
The attitude of the main body 1 is displayed.

一方上記管体2圧入側の立坑内には管体2の中心軸上に
位置して、トランシット10及び投光器11が設置され
ている。
On the other hand, a transit 10 and a floodlight 11 are installed in the shaft on the press-fitting side of the tube body 2, located on the central axis of the tube body 2.

上記トランシット10は推進基準線Bにトランシラ1−
10の中心が一致するように設置されていて、集光レン
ズ4上に形成された位置目盛4aから推進基準線Bに対
する本体1のずれが測定できるようになっている。
The above-mentioned transit 10 is located at the propulsion reference line B.
10 are placed so that their centers coincide with each other, and the displacement of the main body 1 with respect to the propulsion reference line B can be measured from the position scale 4a formed on the condenser lens 4.

またトランシラ1−10上には、上記推進基準線に平行
する光線すを装置Aに向けて投光する投光器11が設け
られていて、この投光器11より投光された光線すは集
光レンズ4の焦点に設けられた受光盤6上に光点として
集光され、この光点の位置により本体1のずれが次のよ
うに測定される。
Further, on the transilluminator 1-10, there is provided a light projector 11 that projects a light beam parallel to the propulsion reference line toward the device A. The light is focused as a light spot on the light receiving plate 6 provided at the focal point of the light spot, and the displacement of the main body 1 is measured as follows based on the position of this light spot.

いま立坑内に設けられた図示しない油圧ジヤツキにより
推進基準線Bに沿って推進される本体1が第3図イに示
すように、姿勢を変えることなく推進基準線Bより距離
lずれた場合、立坑側に設置したトランシット10によ
り集光レンズ4に設けた位置目盛4aを読み取ることに
より、推進基準線Bに対する本体1の位置ずれを正確に
測定できる。
If the main body 1, which is now being propelled along the propulsion reference line B by a hydraulic jack (not shown) installed in the shaft, deviates from the propulsion reference line B by a distance l without changing its attitude, as shown in Fig. 3A, By reading the position scale 4a provided on the condenser lens 4 with the transit 10 installed on the shaft side, the positional deviation of the main body 1 with respect to the propulsion reference line B can be accurately measured.

また本体1が推進基準線B )−を推進中第3図口に示
すように姿勢がずれた場合、位置目盛4aの中心は推進
基準線Bに一致しているのでトランシット10による測
定だけでは、本体1の変化を測定するのは困難である。
In addition, if the main body 1 deviates from its posture as shown in Figure 3 while it is propelling along the propulsion reference line B, the center of the position scale 4a coincides with the propulsion reference line B, so measurement by the transit 10 alone will not be enough. Measuring changes in the body 1 is difficult.

しかし本体1の姿勢のずれにより、投光器11より投光
された光の光点が受光盤6上において本体1の姿勢ずれ
量に応じてずれるため、受光盤6と電気的に接続された
表示盤9を見ることにより、本体1のずれ量を立坑側で
正確に把握することができる。
However, due to the attitude shift of the main body 1, the light spot of the light emitted from the light emitter 11 shifts on the light receiving panel 6 according to the amount of attitude shift of the main body 1. By looking at 9, the amount of deviation of the main body 1 can be accurately grasped on the shaft side.

一方本体1の推進中、推進基準線Bに対する本体1のず
れと姿勢のずれは複合的に発生することが多い。
On the other hand, during propulsion of the main body 1, the deviation of the main body 1 with respect to the propulsion reference line B and the deviation of the posture often occur in combination.

第3図ハがその状態を示すものであるが、この場合、l
・ランジット10による測定と、光線による測定を併用
することにより、本体1の推進基準線Bからのずれと、
姿勢のずれが同時に測定できる。
Figure 3 (c) shows this state; in this case, l
・By using both the measurement using the lungit 10 and the measurement using the light beam, the deviation of the main body 1 from the propulsion reference line B,
Posture deviations can be measured at the same time.

従ってこれら測定結果に基いて本体1の推進方向を制御
することにより、推進基準線Bに沿って本体1を正確に
推進することができる。
Therefore, by controlling the propulsion direction of the main body 1 based on these measurement results, the main body 1 can be accurately propelled along the propulsion reference line B.

なお受光盤6は単に位置目盛を表示して、この受光盤6
に投影された光点を第4図に示すように、受光盤6の後
方に設けたテレビジョンカメラ12で撮影し、管体圧入
側に設置したテレビジョン受像器13で表示してもよく
、また第5図に示すように、テレビジョンカメラ12を
直接受光盤に利用してもよいものである。
Note that the light receiving plate 6 merely displays a position scale.
As shown in FIG. 4, the light spot projected on the tube may be photographed by a television camera 12 installed at the rear of the light receiving panel 6 and displayed by a television receiver 13 installed at the tube press-fit side. Furthermore, as shown in FIG. 5, the television camera 12 may be used directly as a light receiving panel.

この考案は以上詳述したように、埋設すべき管体に先行
して地中へ推進される埋設機本体内に、位置目盛を表示
した集光レンズと、受光盤を一体に設けると共に、管体
を推進する立坑側にトランシット及び投光器を設置して
、推進基準線に対する本体の位置ずれ及び本体の姿勢の
ずれを同時に測定するようにしたもので、トランシット
及び投光器が一体となっているため、立坑内の推進基準
線上に容易かつ正確に設置することができる。
As described in detail above, this idea is to integrate a condensing lens with a position scale and a light receiving panel into the main body of the burying machine, which is propelled into the ground before the pipe to be buried. A transit and a floodlight are installed on the side of the shaft that propels the body, and the positional deviation of the body with respect to the propulsion reference line and the deviation of the body's attitude are measured simultaneously.As the transit and the floodlight are integrated, It can be easily and accurately installed on the propulsion reference line in the shaft.

また本体の位置ずれと姿勢のずれを同時に測定できるの
で、従来の何れか一方を測定しているものに比べて精度
の高い推進が可能となり、これによって推進基準線に沿
って本体を正確かつ高粘度で推進できるようになる。
In addition, since the positional deviation and attitude deviation of the main body can be measured simultaneously, it is possible to propel the main body with higher accuracy than conventional methods that measure only one of the two. Becomes able to be propelled by viscosity.

しかも器からの光を受光盤−Lへ集光させる集光レンズ
上に直接位置目盛を設けて、これをトランシットにより
観測するようにしたことから、これらを別に設けるもの
に比べて全体が小型かつ安価に形成できると共に、目盛
盤の大きさ及びレンズの大きさが十分大きくとれるので
、埋設機本体の許容位置ずれ量が大きくなり、長距離に
亘って管体を埋設する場合でも、本体の位置及び姿勢を
確実に把握することができる。
Moreover, since the position scale is provided directly on the condensing lens that condenses the light from the device onto the light receiving plate L, and this is observed by the transit, the overall size is smaller and smaller than when these are installed separately. It can be formed at a low cost, and the size of the scale plate and lens can be made sufficiently large, so the permissible displacement amount of the burying machine body is large, and even when burying the tube over a long distance, the position of the body can be adjusted. and posture can be reliably grasped.

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

図面はこの考案の一実施例を示し、第1図は管体埋設時
の概略構成図、第2図面の簡単な説明図、第3図イない
しハは同作用説明図、第4図及び第5図は他の実施例を
示す説明図である。 1は埋設機本体、2は管体、4は集光レンズ、4aは位
置目盛、6は受光盤、 トランシット、11は投光器。 9は表示盤、 10は
The drawings show one embodiment of this invention, and FIG. 1 is a schematic diagram of the structure when the pipe is buried, FIG. 2 is a simple explanatory diagram, FIGS. FIG. 5 is an explanatory diagram showing another embodiment. 1 is the burial machine main body, 2 is the tube body, 4 is the condenser lens, 4a is the position scale, 6 is the light receiving plate, transit, and 11 is the projector. 9 is the display board, 10 is

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 埋設すべき小径な管体2に先行して地中を推進する埋設
機本体1内に、筐体3の立坑側開口に、少なくとも一側
面に格子状の位置目盛4aを表示した集光レンズ4を設
け、また筐体3の底部には、その面が上記集光レンズ4
の光軸に直角になるよう受光レンズの焦点位置に受光盤
6を設け、この受光盤6と、立坑側に設けた表示盤9を
電気的に接続して、受光盤6上の光点位置より上記本体
1の姿勢を表示盤9上へ表示すると共に、上記立坑内に
は推進基準線B上に位置し、かつ上記集光レンズ4上に
設けられた位置目盛4aを観測することにより、推進基
準線Bに対する本体1の位置ずれを測定するトランシッ
ト10と、該トランシット10と一体に設けられ、かつ
上記推進基準線Bに沿って集光レンズ4へ向けて投光す
る投光器11を設置してなる地下管理設機の姿勢位置検
出装置。
Inside the burying machine body 1, which is propelled underground in advance of the small-diameter pipe 2 to be buried, there is a condenser lens 4, which has a grid-like position scale 4a displayed on at least one side, in the shaft-side opening of the casing 3. is provided at the bottom of the housing 3, and its surface is connected to the condensing lens 4.
A light receiving plate 6 is provided at the focal position of the light receiving lens so as to be perpendicular to the optical axis of the light receiving plate 6, and an indicator board 9 provided on the shaft side is electrically connected to the light receiving plate 6 to determine the position of the light spot on the light receiving plate 6. By displaying the attitude of the main body 1 on the display panel 9 and observing the position scale 4a located on the propulsion reference line B in the shaft and provided on the condenser lens 4, A transit 10 for measuring the positional deviation of the main body 1 with respect to the propulsion reference line B, and a floodlight 11 that is provided integrally with the transit 10 and emits light toward the condenser lens 4 along the propulsion reference line B are installed. Attitude position detection device for underground management equipment.
JP10540983U 1983-07-08 1983-07-08 Attitude position detection device for underground pipe burying machine Expired JPS5938557Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10540983U JPS5938557Y2 (en) 1983-07-08 1983-07-08 Attitude position detection device for underground pipe burying machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10540983U JPS5938557Y2 (en) 1983-07-08 1983-07-08 Attitude position detection device for underground pipe burying machine

Publications (2)

Publication Number Publication Date
JPS5935496U JPS5935496U (en) 1984-03-05
JPS5938557Y2 true JPS5938557Y2 (en) 1984-10-26

Family

ID=30247082

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10540983U Expired JPS5938557Y2 (en) 1983-07-08 1983-07-08 Attitude position detection device for underground pipe burying machine

Country Status (1)

Country Link
JP (1) JPS5938557Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63309814A (en) * 1987-06-12 1988-12-16 Opt:Kk Automatic collimating device

Also Published As

Publication number Publication date
JPS5935496U (en) 1984-03-05

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