JPS63153420A - Method and device for detecting installing position of cross section measuring instrument - Google Patents

Method and device for detecting installing position of cross section measuring instrument

Info

Publication number
JPS63153420A
JPS63153420A JP29995986A JP29995986A JPS63153420A JP S63153420 A JPS63153420 A JP S63153420A JP 29995986 A JP29995986 A JP 29995986A JP 29995986 A JP29995986 A JP 29995986A JP S63153420 A JPS63153420 A JP S63153420A
Authority
JP
Japan
Prior art keywords
cross
measurement
visible light
wave
measuring instrument
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
JP29995986A
Other languages
Japanese (ja)
Other versions
JPH0823491B2 (en
Inventor
Takashi Okada
喬 岡田
Masamitsu Ishida
石口 眞実
Tadanobu Kashiwa
忠信 柏
Kiyoshi Udagawa
宇田川 清
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.)
Kumagai Gumi Co Ltd
Fuji Bussan KK
Original Assignee
Kumagai Gumi Co Ltd
Fuji Bussan KK
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 Kumagai Gumi Co Ltd, Fuji Bussan KK filed Critical Kumagai Gumi Co Ltd
Priority to JP61299959A priority Critical patent/JPH0823491B2/en
Publication of JPS63153420A publication Critical patent/JPS63153420A/en
Publication of JPH0823491B2 publication Critical patent/JPH0823491B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Optical Radar Systems And Details Thereof (AREA)
  • Length Measuring Devices By Optical Means (AREA)

Abstract

PURPOSE:To easily detect an installing position of a measuring instrument by supporting a cross section measuring instrument so as to be movable in parallel, adjusting a supporting surface of a supporting means so as to become horizontal, turning a measuring wave emitting angle of the cross section measuring instrument to directly below, and aligning a visible light beam to a reference point by moving in parallel the supporting means. CONSTITUTION:A transmitting part 4 of a measuring head 3 is set so as to become horizontal, and subsequently, the measuring head 3 is rotated by 90 deg., and the transmitting part is turned directly below. In this state, an X-Y table 11 is moved, and moved to a position where a visible light beam irradiates the center of a dowel D. In this case, a measuring instrument 1 can be moved, while holding the parallelism, however the X-Y table 11 is moved, and when the visible light beam irradiates the center of the dowel D, an installing position of the measuring instrument 1 can be detected easily from the dowel D. That is to say, a height position can be detected by measuring the height to the dowel D by the measuring instrument 1 itself, and also, by the dowel D, a position in the cross section horizontal direction can be detected.

Description

【発明の詳細な説明】 産業上の利用分A 本発明は、レーザーパルス、光波、超音波またはレーザ
ー等の測定波と測定位置検出用の可視光線とを発射し、
対象物に当って反射した測定波の速度から距離を測定す
るようにした断面測定器の設置位置を検出する位置検出
方法及び装置に関する。
Detailed Description of the Invention Industrial Application A The present invention emits a measurement wave such as a laser pulse, a light wave, an ultrasonic wave, or a laser, and a visible light beam for detecting a measurement position,
The present invention relates to a position detection method and apparatus for detecting the installation position of a cross-section measuring device that measures distance from the velocity of a measurement wave that hits and reflects an object.

従遂四す支片 トンネルの断面や法面の断面等を測定する断面測定器と
して、上記形式の測定器がよく用いられている。この種
の測定器の1つとして、不可視光線の波に乗ったレーザ
ーパルスを測定対象物に向って発射し、そして対象に当
って反射した速度の平均値を算出し、対象物までの距離
を検出するものが既に知られている。この場合、測定器
はレーザーパルスを発射して受光する測定ヘッドが測定
器本体の軸に装着され、この軸の回りを所定角度毎に最
大360度を回転して測定することができる。
The above-mentioned type of measuring device is often used as a cross-sectional measuring device for measuring the cross-section of a four-branched tunnel, the cross-section of a slope, etc. One of these types of measuring instruments is to emit a laser pulse riding on a wave of invisible light towards the object to be measured, and then calculate the average value of the velocity of the reflections that hit the object and calculate the distance to the object. What to detect is already known. In this case, the measuring device has a measuring head that emits and receives laser pulses attached to the axis of the measuring device body, and can perform measurements by rotating up to 360 degrees at predetermined angles around this axis.

即ち、測定ヘッドが所定角度毎に測定し、それを1回転
するまで行うことができる。それによって、トンネルの
断面形状等を測定することができるものである。
That is, the measuring head can measure every predetermined angle and can perform this measurement until it makes one rotation. Thereby, the cross-sectional shape of the tunnel, etc. can be measured.

従って、上記測定器を用いれば、所定位置の断面形状が
短時間で測定でき、極めて有利である。
Therefore, by using the above-mentioned measuring device, the cross-sectional shape of a predetermined position can be measured in a short time, which is extremely advantageous.

ところが、この測定器を適宜位置に設置して断面形状が
検出できても、この断面形状が設計図面に対して一致し
ているか否かは判別できない。そこで、断面形状と設計
図面とを一致させるには、測定器を設置した位置を検出
する必要があった。
However, even if this measuring instrument is installed at an appropriate position and the cross-sectional shape can be detected, it cannot be determined whether the cross-sectional shape matches the design drawing. Therefore, in order to match the cross-sectional shape with the design drawing, it was necessary to detect the position where the measuring device was installed.

ところが、従来では測定器の設置位置を簡単かつ正確に
知ることが難しく、その検出だけで多くの時間を要して
いた。
However, in the past, it was difficult to easily and accurately know the installation location of the measuring device, and it took a lot of time just to detect it.

本発明は、かかる問題を解消しようとするものである。The present invention attempts to solve this problem.

声  を ゛するための手 本発明は、上記目的を達成する方法として断面測定器を
平行移動可能な支持手段に支承し、該支持手段の支持面
を水平になるように調整し、調整後、断面測定器の測定
波発射角度を真下に向け、そして支持手段を平行移動し
て可視光線を基準点に合せることを特徴とし、上記目的
を達成する装置として断面測定器を支承する支持手段を
有し、該支持手段が、支持面が水平になるように調整可
能な支台と、該支台上に配置された平行移動可能な支持
テーブルとから構成されることを特徴とする。
As a method for achieving the above object, the present invention supports a cross-section measuring instrument on support means that can be moved in parallel, adjusts the support surface of the support means to be horizontal, and after adjustment, The device is characterized in that the measurement wave emitting angle of the cross-section measuring device is directed directly downward, and the supporting means is moved in parallel to align the visible light beam with a reference point. The support means is characterized in that it is comprised of an abutment that can be adjusted so that the support surface is horizontal, and a support table that is disposed on the abutment and that is movable in parallel.

矢11例− 以下、本発明の実施例を添付図面に従って説明する。11 cases of arrows- Embodiments of the present invention will be described below with reference to the accompanying drawings.

第1図において、1は断面測定器であり、この測定器1
について第2図を用いて詳しく説明する。
In FIG. 1, 1 is a cross-section measuring instrument, and this measuring instrument 1
This will be explained in detail using FIG.

測定器1は、第1図及び第2図に示めすように測定器本
体2と、該本体に対し図示していない支軸の回りを回転
可能に装着された測定ヘッド3とを有している。測定ヘ
ッド3には、不可視光線の波に多数のレーザーパルスと
して構成された測定波を乗せて発射する発信部4と、測
定対象物に当って反射したレーザーパルスを受ける受信
部5と、上記発信部4が発射するレーザーパルスと所定
間隔をもって平行な可視光線、例えばレーザー光線を投
射する投射部6を備えている。この場合、投射部6のレ
ーザー光線によって、測定器の測定位置を目視によって
確認できる。
As shown in FIGS. 1 and 2, the measuring device 1 includes a measuring device main body 2 and a measuring head 3 rotatably attached to the main body around a support shaft (not shown). There is. The measurement head 3 includes a transmitting section 4 that emits a measurement wave composed of a large number of laser pulses on a wave of invisible light, a receiving section 5 that receives the laser pulse reflected by the object to be measured, and a receiving section 5 that receives the laser pulse reflected by the object to be measured. A projection section 6 is provided that projects visible light, for example, a laser beam, parallel to the laser pulse emitted by the section 4 at a predetermined interval. In this case, the measurement position of the measuring device can be visually confirmed by the laser beam from the projection unit 6.

上記した測定器1は、支持手段によって支承されている
。本実施例における支持手段は、第1図に示めすように
夫々長さを調整可能な調整部7aを有する3本の脚7が
取付けられた第1の支台8と、該第1の支台8上に調整
ボルト9を介して設けられた第2の支台10と、該第2
の支台10に取付けられたX−Yテーブル11としての
支持テーブルとから構成されている。この場合、上記第
1の支台及び第2の支台10にはその支持面が水平であ
ることを検知する水準器(図示せず)が付設されている
。また、X−Yテーブル11上には上記した測定器1が
高精度の平行度を保つようにして載置されている。
The measuring instrument 1 described above is supported by support means. As shown in FIG. 1, the support means in this embodiment includes a first support 8 on which three legs 7 are attached, each having an adjustment part 7a whose length can be adjusted. A second abutment 10 provided on the stand 8 via an adjustment bolt 9;
A support table serving as an X-Y table 11 is attached to a support base 10. In this case, a level (not shown) is attached to the first support and the second support 10 to detect whether the support surfaces thereof are horizontal. Further, the above-mentioned measuring instrument 1 is placed on the X-Y table 11 so as to maintain highly accurate parallelism.

断定測定器1の設置位置検出装置は、上記の如く構成さ
れ、次にその装置により、トンネル内の断面を測定する
際の設置位置検出方法について説明する。
The installation position detection device of the definitive measuring instrument 1 is configured as described above.Next, a method for detecting the installation position when measuring a cross section in a tunnel using the device will be explained.

トンネルを掘る場合、切羽よりも後方側は、セントルと
いう型ワクをセットし、コンクリ−1〜を打設する作業
がある。この型ワクをセットするためにトンネル断面の
測量をする必要が生じ、このためセット位置には所謂ダ
ボと称する基準点が1−ンネルの底面に設けられている
。また、このダボは必要に応じて各ポイント毎に設けら
れ、かつこの位置は測量で定められている。即ち、ダボ
の位置は測量によって予め認識できる位置となっている
When digging a tunnel, a mold called a center is set behind the face and concrete is poured. In order to set this mold work, it is necessary to survey the cross section of the tunnel, and for this reason, a reference point called a so-called dowel is provided on the bottom surface of the tunnel at the setting position. Further, these dowels are provided at each point as necessary, and their positions are determined by surveying. That is, the position of the dowel can be recognized in advance by surveying.

本発明は、まず上記装置を第3図に示すようにダボDの
近くに設置する。このとき、測定器の測定ヘッド3をダ
ボD側に向け、本体2が水平になるようにセットする。
In the present invention, first, the above-mentioned device is installed near the dowel D as shown in FIG. At this time, the measuring head 3 of the measuring instrument is set toward the dowel D side, and the main body 2 is set horizontally.

即ち、第1の支台7の支持面が水平になるように水準器
に基づき調整部7aを操作して調整する。次に、第2の
支台10の支持面を水準器により水平にする。このよう
に2度の水平調整を行うことによって、第2の支台10
を高精度を持って水平にすることができる。
That is, the adjustment unit 7a is operated and adjusted using a spirit level so that the support surface of the first support 7 is horizontal. Next, the support surface of the second abutment 10 is leveled using a spirit level. By performing the horizontal adjustment twice in this way, the second support 10
can be leveled with high precision.

かくして、第2の支台10の支持面が水平になれば、X
−Yテーブル11のテーブル面は第2の支台10に対し
て平行であるため、測定器1の本体も水平になる。そこ
で、測定ヘッド3の発信部4が水平になるようにセット
し、次に測定ヘッド3を90度回転し、発信部4を真下
に向ける。そして、X−Yテーブル11を移動し、可視
光線がダボDの中心に当たるような位置へ動かす。この
とき、測定器lはX−Yテーブル11を何列に動かそう
とも平行度を保ちながら移動できるもので、可視光線が
ダボDの中心に当れば測定器1の設置位置はタボDから
容易に検出できる。即ち、測定器1自身によってタボD
までの高さを測定して高さ位置を検知でき、またダボD
によって断面水平方向の位置を検出できる。
Thus, if the support surface of the second abutment 10 becomes horizontal,
- Since the table surface of the Y table 11 is parallel to the second support 10, the main body of the measuring instrument 1 is also horizontal. Therefore, the measuring head 3 is set so that the transmitting part 4 is horizontal, and then the measuring head 3 is rotated 90 degrees so that the transmitting part 4 faces directly below. Then, the X-Y table 11 is moved to a position where the visible light beam hits the center of the dowel D. At this time, the measuring instrument 1 can be moved while maintaining parallelism no matter how many rows the X-Y table 11 is moved, and if the visible light hits the center of the dowel D, the installation position of the measuring instrument 1 is from the dowel D. Easily detectable. That is, the Tabo D is determined by the measuring instrument 1 itself.
The height position can be detected by measuring the height up to the dowel D.
The position in the horizontal direction of the cross section can be detected by

かくして、測定器1自身を用いて自己の設置位置をタボ
Dから検出できる。なお、従来でもダボDを用いて設置
位置を検出することは行われていた。しかし、従来では
トランシットを用いて行うものであり、測定は狭い場所
でも望遠鏡を覗きながら検出するため、多くの時間を要
した。これに対し、本発明は上記のように測定器を利用
して設置位置を検出するため2〜3分という極めて短時
間で行い得る。そして、検出後直ちに測定ヘッド3を1
回転させればトンネルの断面が得られる。
In this way, the installation position of the measuring device 1 can be detected from the tab D using the measuring device 1 itself. Note that the dowel D has been used to detect the installation position in the past as well. However, in the past, this was done using a transit system, which required a lot of time to measure even in tight spaces while looking through a telescope. On the other hand, in the present invention, the installation position can be detected using a measuring device as described above, so the detection can be carried out in an extremely short time of 2 to 3 minutes. Immediately after the detection, the measuring head 3 is
By rotating it, you can get a cross section of the tunnel.

なお、可視光線と測定波とはずれているが、そのずれ幅
は定っているので、そのずれ幅分だけ補正すればよい。
Note that although the visible light beam and the measurement wave are out of alignment, the width of the deviation is fixed, so it is only necessary to correct it by the amount of the deviation.

以上、本発明の好ましい実施例について説明したが、本
発明は上記実施例に限定されず各種改変できるものであ
る。例えば、断面測定器は光波、超音波またはレーザー
光を測定波として用いるものでもよい。なお、超音波等
の可視光線を使用しないものは規準用の光線を付設すれ
ばよい。
Although preferred embodiments of the present invention have been described above, the present invention is not limited to the above embodiments and can be modified in various ways. For example, the cross section measuring device may use light waves, ultrasonic waves, or laser light as the measurement wave. Note that for those that do not use visible light, such as ultrasonic waves, a standard light beam may be attached.

また、基準点はダボに限らず、基準位置を示すものであ
れば、何列なるものも使用できる。
Further, the reference points are not limited to dowels, and any number of rows of reference points can be used as long as they indicate the reference position.

また、測定器はトンネルの断面に限らず、土木建築等の
種々の測定に適用できる。
Furthermore, the measuring device is applicable not only to cross sections of tunnels but also to various measurements such as civil engineering and construction.

羞−来 本発明は、上述の如く測定器の設置位置を測定器を用い
て簡単に検出することができる。
- According to the present invention, as described above, the installation position of the measuring device can be easily detected using the measuring device.

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

第1図は本発明の一実施例を示す正面図、第2図は本発
明に用いられる測定器の一例を示す斜視図、第3図は検
出時の態様を示す斜視図である。 1・・・測定器     2・・・測定器本体3・・・
測定ヘッド   8・・・第1の支台10・・・第2の
支台 11・・・X−Yテーブル 手続補正書(、。 昭和62年 2月 4日
FIG. 1 is a front view showing an embodiment of the present invention, FIG. 2 is a perspective view showing an example of a measuring instrument used in the present invention, and FIG. 3 is a perspective view showing an aspect at the time of detection. 1... Measuring instrument 2... Measuring instrument body 3...
Measuring head 8...First support 10...Second support 11...X-Y table procedure amendment (,. February 4, 1988)

Claims (5)

【特許請求の範囲】[Claims] (1)レーザーパルス、光波、超音波またはレーザー等
の測定波と測定位置検出用の可視光線とを発射し、対象
物に当って反射した測定波の速度から距離を測定するよ
うにした断面測定器の設置位置を検出する位置検出方法
において、 前記断面測定器を平行移動可能な支持手段に支承し、該
支持手段の支持面を水平になるように調整し、調整後、
断面測定器の測定波発射角度を真下に向け、そして支持
手段を平行移動して可視光線を基準点に合せることを特
徴とする設置位置検出方法。
(1) Cross-sectional measurement in which a measurement wave such as a laser pulse, light wave, ultrasonic wave, or laser and visible light for detecting the measurement position are emitted, and the distance is measured from the speed of the measurement wave that hits the object and is reflected. In a position detection method for detecting the installation position of a device, the cross section measuring device is supported on support means that is movable in parallel, the support surface of the support means is adjusted to be horizontal, and after adjustment,
An installation position detection method characterized by directing the measurement wave emitting angle of the cross-section measuring device directly downward and moving the supporting means in parallel to align visible light with a reference point.
(2)レーザーパルス、光波、超音波またはレーザー等
の測定波と測定位置検出用の可視光線とを発射し、対象
物に当って反射した測定波の速度から距離を測定するよ
うにした断面測定器の設置位置を検出する位置検出装置
において、前記断面測定器を支承する支持手段を有し、
該支持手段が、支持面が水平になるように調整可能な支
台と、該支台上に配置された平行移動な支持テーブルと
から構成されることを特徴とする前記検出装置。
(2) Cross-sectional measurement in which a measurement wave such as a laser pulse, light wave, ultrasonic wave, or laser and visible light for detecting the measurement position are emitted, and the distance is measured from the speed of the measurement wave that hits the target and is reflected. A position detection device for detecting the installation position of a device, comprising support means for supporting the cross section measuring device,
The above-mentioned detection device, wherein the support means comprises a support that can be adjusted so that the support surface is horizontal, and a support table that is disposed on the support and that can be moved in parallel.
(3)前記断面測定器が、不可視の測定波と、該測定波
と所定間隔を持って平行の可視光線を発射する特許請求
の範囲第2項に記載の検出装置。
(3) The detection device according to claim 2, wherein the cross section measuring device emits an invisible measurement wave and a visible light beam parallel to the measurement wave with a predetermined interval.
(4)前記断面測定器の、測定波が可視光線であって、
前記可視光線が測定位置検出用の可視光線を兼用してい
る、特許請求の範囲第2項に記載の検出装置。
(4) The measurement wave of the cross section measuring device is visible light,
The detection device according to claim 2, wherein the visible light beam also serves as a visible light beam for detecting a measurement position.
(5)前記支持テーブルが、X−Yテーブルである、特
許請求の範囲第2項に記載の検出装置。
(5) The detection device according to claim 2, wherein the support table is an XY table.
JP61299959A 1986-12-18 1986-12-18 Method and apparatus for detecting installation position of cross-section measuring instrument Expired - Lifetime JPH0823491B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP61299959A JPH0823491B2 (en) 1986-12-18 1986-12-18 Method and apparatus for detecting installation position of cross-section measuring instrument

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61299959A JPH0823491B2 (en) 1986-12-18 1986-12-18 Method and apparatus for detecting installation position of cross-section measuring instrument

Publications (2)

Publication Number Publication Date
JPS63153420A true JPS63153420A (en) 1988-06-25
JPH0823491B2 JPH0823491B2 (en) 1996-03-06

Family

ID=17879032

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61299959A Expired - Lifetime JPH0823491B2 (en) 1986-12-18 1986-12-18 Method and apparatus for detecting installation position of cross-section measuring instrument

Country Status (1)

Country Link
JP (1) JPH0823491B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02118213U (en) * 1989-03-07 1990-09-21
JPH032514A (en) * 1989-05-30 1991-01-08 Asahi Seimitsu Kk Plumbing device for survey machine
JPH03282305A (en) * 1990-03-30 1991-12-12 Penta Ocean Constr Co Ltd In-tunnel air sectional area measuring instrument
DE4342381A1 (en) * 1992-12-16 1994-06-23 Gama Consulting Gmbh Depth measuring device for well or borehole shaft of sewage system

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS616403U (en) * 1984-06-19 1986-01-16 三ツ星ベルト株式会社 bicycle tires
JPS61275616A (en) * 1985-05-31 1986-12-05 Eisuke Obata Measuring instrument for tunnel section

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS616403U (en) * 1984-06-19 1986-01-16 三ツ星ベルト株式会社 bicycle tires
JPS61275616A (en) * 1985-05-31 1986-12-05 Eisuke Obata Measuring instrument for tunnel section

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02118213U (en) * 1989-03-07 1990-09-21
JPH032514A (en) * 1989-05-30 1991-01-08 Asahi Seimitsu Kk Plumbing device for survey machine
JPH03282305A (en) * 1990-03-30 1991-12-12 Penta Ocean Constr Co Ltd In-tunnel air sectional area measuring instrument
DE4342381A1 (en) * 1992-12-16 1994-06-23 Gama Consulting Gmbh Depth measuring device for well or borehole shaft of sewage system

Also Published As

Publication number Publication date
JPH0823491B2 (en) 1996-03-06

Similar Documents

Publication Publication Date Title
US5137354A (en) Computer aided three dimensional positioning sensing system and method
JPS60149905A (en) Device for obtaining stereo coordinate of point on part
JP2846950B2 (en) Apparatus for forming or defining the position of a measuring point
WO2019024731A1 (en) Angle and distance measuring method, trajectory diagram drawing method, and laser ranging system
JPH06265307A (en) Method and apparatus for decision of position of reverse reflecting element
Zámečníková et al. Investigation on the influence of the incidence angle on the reflectorless distance measurement of a terrestrial laser scanner
US4911548A (en) Determination of one or more spatial parameters of an object
JPS63153420A (en) Method and device for detecting installing position of cross section measuring instrument
JP2001091249A (en) Hollow cross section measuring device
JP2640766B2 (en) Method and apparatus for detecting relative angle in two-dimensional measurement by laser displacement meter
CN111580127B (en) Mapping system with rotating mirror
JP2635103B2 (en) Method and apparatus for measuring a cross section
JP2926101B2 (en) Vertical measurement system
JPH04198809A (en) Instrument for measuring height of machine
JP3659069B2 (en) Measuring method of internal displacement of excavated section
JP2578121B2 (en) Method and apparatus for detecting installation position of cross-section measuring instrument
KR20190062043A (en) Level maintaining apparatus
JP2926103B2 (en) Vertical measurement system
JPH0372209A (en) Measuring apparatus of displacement of rail
JPH0324969B2 (en)
JPH01214709A (en) Measuring apparatus for section
JP2524535B2 (en) Position measuring method for shield excavator
JPH04309809A (en) Inside tunnel measuring method in tunnel excavation work
JPH09189545A (en) Distance measuring device
JPH05113330A (en) Leveling apparatus to be operated by single person

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term