JPH0575052B2 - - Google Patents

Info

Publication number
JPH0575052B2
JPH0575052B2 JP13305485A JP13305485A JPH0575052B2 JP H0575052 B2 JPH0575052 B2 JP H0575052B2 JP 13305485 A JP13305485 A JP 13305485A JP 13305485 A JP13305485 A JP 13305485A JP H0575052 B2 JPH0575052 B2 JP H0575052B2
Authority
JP
Japan
Prior art keywords
hole
measurement
rail
pipe
measuring
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP13305485A
Other languages
Japanese (ja)
Other versions
JPS61292514A (en
Inventor
Masatake Maeda
Hiroshi Nagi
Hiroshi Furukawa
Masaki Makino
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.)
Obayashi Corp
Original Assignee
Obayashi Corp
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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP13305485A priority Critical patent/JPS61292514A/en
Publication of JPS61292514A publication Critical patent/JPS61292514A/en
Publication of JPH0575052B2 publication Critical patent/JPH0575052B2/ja
Granted legal-status Critical Current

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  • A Measuring Device Byusing Mechanical Method (AREA)
  • Length Measuring Devices By Optical Means (AREA)

Description

【発明の詳細な説明】 《産業上の利用分野》 この発明は孔曲り測定装置に関し、特に掘削孔
の曲り度合いを測定するものに関する。
DETAILED DESCRIPTION OF THE INVENTION <<Industrial Application Field>> The present invention relates to a hole curvature measuring device, and particularly to a device for measuring the degree of curvature of an excavated hole.

《従来の技術》 通常ポーリングマシンなどで掘削された孔は、
完全な直進性を有さずいずれかの方向に曲がつて
おり、特に水平行掘削孔はボーリングマシンに作
用する重力もあつて、下方に傾斜する傾向にあ
る。
《Conventional technology》 Normally, holes drilled with a poling machine etc.
It does not have perfect straightness and is curved in either direction, and horizontally parallel drilling holes in particular tend to tilt downward due to the gravity acting on the boring machine.

ところで、油田、井戸、トンネルの先進導孔な
ど比較的小径の掘削孔も、例えば先進導孔は、本
坑との位置関係を正確に求める必要上、導孔の曲
りを測定しなければならない。
By the way, in relatively small-diameter excavated holes such as advanced pilot holes in oil fields, wells, and tunnels, for example, in advanced pilot holes, the curvature of the pilot hole must be measured in order to accurately determine the positional relationship with the main shaft.

このため、従来はレーザー発振器とテレビカメ
ラとを内蔵した2個の筒体を可撓性の部材で連結
した計測管を使用し、これを掘削孔内に導入し
て、可撓性部材の前後の筒体間に生ずる傾斜角の
差をレーザー光とテレビカメラで検出する測定装
置が用いられていた。
For this reason, conventionally, a measurement tube is used, which is made by connecting two cylinders containing a laser oscillator and a television camera with a flexible member, and this is introduced into the borehole, and the measurement tube is connected to the front and back of the flexible member. A measuring device was used that used a laser beam and a television camera to detect the difference in inclination angle between the cylinders.

そして、この種の測定装置は掘削孔内を順次移
動させながら計測を行なうものであるが、移動は
前回測定時の光軸を次回測定時の基準光軸となす
ように尺取虫状に行なつていた。
This type of measuring device takes measurements while sequentially moving inside the borehole, but the movement is done in an inchworm-like manner so that the optical axis from the previous measurement becomes the reference optical axis for the next measurement. Ta.

《発明が解決しようとする問題点》 上述した従来の測定装置では、移動が尺取虫状
に行なわれるため、測定する掘削孔の長さを計測
管長の略1/2で除した多数回にわたる。
<<Problems to be Solved by the Invention>> In the conventional measuring device described above, the movement is performed in an inchworm-like manner, and therefore, the length of the excavation hole to be measured is divided by approximately 1/2 of the length of the measuring pipe, and the movement is performed many times.

従つて、各計測回毎の誤差が累積されて測定精
度が低下するという問題があつた。
Therefore, there was a problem in that errors from each measurement were accumulated, resulting in a decrease in measurement accuracy.

計測回転を削減するためには、計測管の全長を
長くすればよいが、掘削孔の曲り具合は多種多様
であつて、無制限に長くすると、筒体の部分で傾
斜が吸収され正確な孔曲りが測定不能となる。
In order to reduce the measurement rotation, it is possible to lengthen the overall length of the measurement pipe, but the degree of bend in the drilling hole varies, and if it is made to be infinitely long, the inclination will be absorbed by the cylindrical body, making it difficult to accurately bend the hole. becomes unmeasurable.

この発明は、上述した如き問題点を鑑みてなさ
れたものであつて、その目的とするころとは、計
測回数の削減を可能にし測定精度を向上できる孔
曲り測定装置を提供することにある。
The present invention has been made in view of the above-mentioned problems, and its purpose is to provide a hole curvature measuring device that can reduce the number of measurements and improve measurement accuracy.

《問題点を解決するための手段》 上記目的を達成するため、この発明は、掘削孔
に挿通された可撓性有るパイプに取り付けられ該
パイプの曲りに応じて曲るレールと、該レールに
載置される一対の筒体の一端同士を回動可能に連
結して成る計測管とを備え、該筒体のそれぞれの
他端側に受光変位検出装置とレーザー発射装置と
をそれぞれ内蔵し、且つ該計測管を該レール上で
等間隔に3点支持した孔曲り測定装置であつて、
該支持点にはそれぞれ走行装置を配設するととも
に該支持点間の距離を可変としたことを特徴とす
る。
<Means for Solving the Problems> In order to achieve the above object, the present invention provides a rail that is attached to a flexible pipe inserted into an excavation hole and bends according to the bending of the pipe, and a measuring tube formed by rotatably connecting one ends of a pair of cylinders to be placed, and a light receiving displacement detecting device and a laser emitting device respectively built in the other end of the cylinders, A hole bending measuring device in which the measuring tube is supported at three points equally spaced on the rail,
A traveling device is disposed at each of the support points, and the distance between the support points is variable.

《作用》 計測管の支持点間距離が可変となつているた
め、例えば最も短い支持点距離で予備測定して、
掘削孔の曲りの概要を把握した後、支持点間距離
を最適に設定した後、本測定を行えば測定回数が
減少し、曲りを高精度に測定できる。
《Operation》 Since the distance between the support points of the measurement tube is variable, for example, preliminary measurements are made at the shortest support point distance.
After understanding the outline of the curvature of the excavation hole and optimally setting the distance between supporting points, the actual measurement is performed, which reduces the number of measurements and allows the curvature to be measured with high precision.

《実施例》 以下、この発明の好適な実施例について添附図
面を参照にして詳細に説明する。
<<Example>> Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.

第1図および第2図は、この発明に係る孔曲り
測定装置の一実施例を示している。
FIGS. 1 and 2 show an embodiment of a hole bending measuring device according to the present invention.

同図に示す孔曲り測定装置は、第1図にその全
体を示すように、一対の中空円筒形筒体10,1
0aの一端同志を中心に透孔が形成されたボール
ジヨイント12で回動可能に連結した計測管14
と、一方の筒体10の先端近傍に筒軸と直交する
ようにして設けられたC.C.Dターゲツト16と、
他方の筒体10aの後端近傍に筒軸上に設けられ
たレーザー光発射装置18とを有しており、ター
ゲツト16はC.C.D素子が2次元方向に配列され
た面状をなし、計測管14を水平状態に置くと、
発射装置18から投射されるレーザー光が原点を
照射するように調整されている。
The hole bending measuring device shown in FIG. 1 is a pair of hollow cylindrical bodies 10, 1
A measurement tube 14 rotatably connected to one end of 0a by a ball joint 12 having a through hole formed therein.
and a CCD target 16 provided near the tip of one of the cylinders 10 so as to be orthogonal to the cylinder axis.
The other cylindrical body 10a has a laser beam emitting device 18 provided on the cylinder axis near the rear end, and the target 16 has a planar shape in which CCD elements are arranged in a two-dimensional direction. When placed horizontally,
The laser beam projected from the emitting device 18 is adjusted so as to irradiate the origin.

筒体10,10aの下方には、電動機などで駆
動される3組の回転ローラー20a,20b,2
0cが設けられ、両側のローラー20a,20
b,20cは、それぞれ筒体10,10aの内部
に収納されるアーム22,22に取付けらえてお
り、第1図の実線と仮想線にて示す間で伸縮自在
となつている。
Below the cylinders 10, 10a are three sets of rotating rollers 20a, 20b, 2 driven by an electric motor or the like.
0c is provided, and rollers 20a, 20 on both sides
b, 20c are attached to arms 22, 22 housed inside the cylindrical bodies 10, 10a, respectively, and are extendable and retractable between the solid line and the imaginary line in FIG.

計測管14は、ほぼ水平に掘られた掘削孔24
内に挿入されるが、掘削孔24には予めパイプ2
6が挿通される。
The measurement pipe 14 is an excavated hole 24 dug almost horizontally.
However, the pipe 2 is inserted into the excavation hole 24 in advance.
6 is inserted.

パイプ26は、掘削孔24の曲りに沿つて変形
し得る可能性を有しており、例えば塩化ビニルパ
イプあるいは比較的肉薄のアルミパイプなどが適
当である。
The pipe 26 has the possibility of deforming along the curve of the excavation hole 24, and is suitably made of, for example, a vinyl chloride pipe or a relatively thin aluminum pipe.

また、パイプ26内には、その軸方向に沿つて
延びる凹形のレール28が取付けられ、計測管1
4の各ローラー20a,20b,20cは、この
レール28上に載置され、ローラー20a,20
b,20cとレール28とが接触する3点でこれ
を支持する。
Furthermore, a concave rail 28 is installed inside the pipe 26 and extends along the axial direction of the pipe 26.
The four rollers 20a, 20b, 20c are placed on this rail 28, and the rollers 20a, 20
This is supported at three points where b, 20c and the rail 28 contact.

測定装置の原理は、掘削孔24の曲りがパイプ
26およびレール28に現われ、予め原点が調整
されていた発射装置18のレーザ光とターゲツト
16との関係が、曲りの部分で偏位するため、掘
削孔24の軸方向に沿つて尺取虫状に測定を繰返
して、各偏位量を求めれば掘削孔24の曲率半径
などが算出される。
The principle of the measuring device is that a bend in the excavation hole 24 appears in the pipe 26 and rail 28, and the relationship between the laser beam of the emitting device 18 and the target 16, whose origin has been adjusted in advance, deviates at the bend. The radius of curvature of the excavated hole 24 can be calculated by repeating measurements in an inchworm-like manner along the axial direction of the excavated hole 24 and obtaining each deviation amount.

本発明の測定装置では、まず、第1図に実線で
示すように、両端の回転ローラー20a,20
b,20cのアーム22を縮めて、計測管14を
最も短い支持点(A1,A2,A3)で等間隔L1で支
持し、予備計測を行なう。
In the measuring device of the present invention, first, as shown by solid lines in FIG.
The arms 22 of b and 20c are shortened and the measurement tube 14 is supported at the shortest support points (A 1 , A 2 , A 3 ) at equal intervals L 1 to perform a preliminary measurement.

予備計測の結果、掘削孔24の概略の曲り、曲
率半径が求まると、孔24の軸方向の偏位を検討
し、偏位に応じた最長な支持点間距離L1+L2
決定する。
When the approximate curve and radius of curvature of the excavated hole 24 are determined as a result of preliminary measurements, the deviation in the axial direction of the hole 24 is examined, and the longest distance between supporting points L 1 +L 2 is determined according to the deviation.

支持点間距離L1+L2が決まると、これに対応
させてアーム22を伸ばし、両側の支持点をA1
→A1′,A3→A3′と変更して、再度測定を行な
う。
Once the distance L 1 + L 2 between the support points is determined, the arm 22 is extended correspondingly, and the support points on both sides are A 1
→A 1 ′, A 3 →A 3 ′ and measure again.

本測定では、支持点間の距離が予備測定の場合
と比べて大きくなつているため、同じ掘削孔24
の曲りを測定しても、測定回数が大幅に削減さ
れ、累積誤差が少くなり、従つて測定精度が向上
する。
In the main measurement, the distance between the supporting points was larger than in the preliminary measurement, so the same drilling hole 24
The number of measurements is significantly reduced, the cumulative error is reduced, and the measurement accuracy is therefore improved.

なお、測定管14の移動は、全体を後方から押
し込むことによつても可能であるが、回転ローラ
ー20a,b,cを例えばステツピングモータで
駆動し、一定長ずつ移動させることが望ましい。
Although the measuring tube 14 can be moved by pushing the entire tube in from behind, it is preferable to drive the rotary rollers 20a, b, and c by, for example, a stepping motor to move the measuring tube 14 by a fixed length.

《発明の効果》 以上、実施例で詳細に説明したように、本発明
に係る孔曲り測定装置によれば、測定管の支持点
が孔の曲り度合いに応じて、最長に設定できるた
め、測定回数が削減されて、測定精度を大幅に向
上できるなどの効果が得られる。
<<Effects of the Invention>> As described above in detail in the embodiments, according to the hole bending measuring device according to the present invention, the supporting point of the measuring tube can be set to the longest length according to the degree of bending of the hole, so that the measurement The number of times of measurement can be reduced, and measurement accuracy can be significantly improved.

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

第1図は本発明装置の一実施例を示す全体説明
図、第2図は第1図の断面図である。 10,10a……筒体、12……ボールジヨイ
ント、14……計測管、16……ターゲツト、1
8……レーザー発射装置、20a,b,c……回
転ローラー。
FIG. 1 is an overall explanatory view showing one embodiment of the apparatus of the present invention, and FIG. 2 is a sectional view of FIG. 1. 10, 10a...Cylinder, 12...Ball joint, 14...Measuring tube, 16...Target, 1
8... Laser emitting device, 20a, b, c... Rotating roller.

Claims (1)

【特許請求の範囲】[Claims] 1 掘削孔に挿通された可撓性有るパイプに取り
付けられ該パイプの曲りに応じて曲るレールと、
該レールに載置される一対の筒体の一端同士を回
動可能に連結して成る計測管とを備え、該筒体の
それぞれの他端側に受光変位検出装置とレーザー
発射装置とをそれぞれ内蔵し、且つ該計測管を該
レール上で等間隔に3点支持した孔曲り測定装置
であつて、該支持点にはそれぞれ走行装置を配設
するとともに該支持点間の距離を可変としたこと
を特徴とする孔曲り測定装置。
1. A rail that is attached to a flexible pipe inserted into an excavation hole and bends according to the bending of the pipe;
and a measurement tube formed by rotatably connecting one ends of a pair of cylinders placed on the rail, and a light receiving displacement detecting device and a laser emitting device are respectively provided at the other end of the cylinders. A hole bending measuring device that has a built-in measuring tube and supports the measuring tube at three points equally spaced on the rail, and a traveling device is provided at each of the supporting points, and the distance between the supporting points is variable. A hole bending measuring device characterized by:
JP13305485A 1985-06-20 1985-06-20 Bent hole measuring apparatus Granted JPS61292514A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13305485A JPS61292514A (en) 1985-06-20 1985-06-20 Bent hole measuring apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13305485A JPS61292514A (en) 1985-06-20 1985-06-20 Bent hole measuring apparatus

Publications (2)

Publication Number Publication Date
JPS61292514A JPS61292514A (en) 1986-12-23
JPH0575052B2 true JPH0575052B2 (en) 1993-10-19

Family

ID=15095739

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13305485A Granted JPS61292514A (en) 1985-06-20 1985-06-20 Bent hole measuring apparatus

Country Status (1)

Country Link
JP (1) JPS61292514A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2555095B2 (en) * 1987-09-22 1996-11-20 マック株式会社 Surveying equipment
JPH02110312A (en) * 1988-10-20 1990-04-23 Fujita Corp Method and apparatus for measuring displacement of upper ground in front of tunnel facing
KR102550012B1 (en) * 2018-10-11 2023-07-03 한국전력공사 Method for measuring curvature of pipe and cable penetration test device using the same

Also Published As

Publication number Publication date
JPS61292514A (en) 1986-12-23

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