JPH073792A - Device for measuring plumbing accuracy of column body - Google Patents

Device for measuring plumbing accuracy of column body

Info

Publication number
JPH073792A
JPH073792A JP14652993A JP14652993A JPH073792A JP H073792 A JPH073792 A JP H073792A JP 14652993 A JP14652993 A JP 14652993A JP 14652993 A JP14652993 A JP 14652993A JP H073792 A JPH073792 A JP H073792A
Authority
JP
Japan
Prior art keywords
measuring
accuracy
light
column
image pickup
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
JP14652993A
Other languages
Japanese (ja)
Other versions
JP2917751B2 (en
Inventor
Toshio Nakamura
俊男 中村
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 JP14652993A priority Critical patent/JP2917751B2/en
Publication of JPH073792A publication Critical patent/JPH073792A/en
Application granted granted Critical
Publication of JP2917751B2 publication Critical patent/JP2917751B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

PURPOSE:To quantitatively determine the plumbing accuracy of a column body at high accuracy without providing heavy equipment at the end of each measuring pipe. CONSTITUTION:Measuring pipes 21, 22 are fitted into a column body 6 and light sources 27, 28 are disposed on the bottom faces of the respective measuring pipes 21, 22. Image pickup devices 24, 26 for picking up images of the light sources 27, 28 are held in a horizontal position above the measuring pipes 27, 28. The coordinate positions of the light sources 27, 28 on the image pickup planes of the image pickup devices 24, 26 are detected and the plumbing accuracy of the column body 6 is computed by a computing portion 31 according to the coordinate positions detected.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、地盤内に柱体を高精
度で鉛直に建込むための鉛直精度計測装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a vertical accuracy measuring device for vertically installing a pillar in the ground with high accuracy.

【0002】[0002]

【従来の技術】従来の柱体鉛直精度を計測して調整する
装置として、例えば特開平4−140315号公報に示
されたものは、杭孔内に構真柱を精度よく設置する方法
に関し、掘削用の筒状ケーシング内に構真柱を吊り下げ
配置した後、ケーシング内に水を注入して構真柱の中間
部にワイヤを介して連結された浮子を浮上させるもので
ある。そして、浮子の位置を確認しながらケーシングと
構真柱との間に設置された複数の油圧ジャッキを水平方
向に伸縮させることにより構真柱の鉛直精度を調整する
ものである。
2. Description of the Related Art As a conventional device for measuring and adjusting the vertical accuracy of a column, for example, the one disclosed in Japanese Patent Application Laid-Open No. 4-140315 relates to a method for accurately installing a structure column in a pile hole, After arranging the false columns in a cylindrical casing for excavation, water is injected into the casing to float a float connected to the intermediate portion of the false columns via a wire. Then, while confirming the position of the float, a plurality of hydraulic jacks installed between the casing and the true column are horizontally expanded and contracted to adjust the vertical accuracy of the true column.

【0003】[0003]

【発明が解決しようとする課題】ところで、上述したよ
うな浮体を用いる方法にあっては、水の流れによって浮
子が揺動するため、構真柱の鉛直精度を正確に計測する
ことができないばかりか、長い構真柱の鉛直精度を計測
する場合には測定誤差が大きくなるといった問題があ
る。また、計測値を定量的に把握することができず、自
動化に不向きであった。
By the way, in the method using the floating body as described above, since the float oscillates due to the flow of water, the vertical accuracy of the true column cannot be accurately measured. Or, when measuring the vertical accuracy of a long true column, there is a problem that the measurement error becomes large. In addition, it was not suitable for automation because the measured values could not be grasped quantitatively.

【0004】これに対し、例えば特開平5−25824
号公報に記載された柱の建込み調整システムによれば、
ケーシング内に吊り下げられる基礎杭用柱に嵌め込まれ
た鉛直度測定用パイプの上部には鉛直方向に発光するレ
ーザー発信器を配設するとともに、測定用パイプの下部
には受光器を備え、発信器からのレーザー光を受光して
鉛直精度を正確且つ定量的に測定することができる。
On the other hand, for example, JP-A-5-25824
According to the column installation adjustment system described in the publication,
A laser transmitter that emits light in the vertical direction is placed above the verticality measurement pipe that is fitted into the foundation pile pillar that is suspended in the casing, and a light receiver is provided below the measurement pipe. The vertical accuracy can be measured accurately and quantitatively by receiving the laser light of.

【0005】しかしながら、このようなレーザー光を用
いる方法にあっては、受光器が測定用パイプの下部に設
置されているため、測定用パイプの先端に重量のある球
根状となって受光器を設置或いは撤去する際に測定用パ
イプが折損する惧れがあった。
However, in such a method using a laser beam, since the light receiver is installed in the lower part of the measuring pipe, the tip of the measuring pipe becomes a heavy bulbous shape and the light receiving device is used. There was a risk that the measuring pipe would break when it was installed or removed.

【0006】この発明は上記事情を考慮してなされたも
のであり、その目的とするところは、測定用パイプの先
端に重量のある機器を設けることなく、高精度で定量的
に柱体の建込み精度を計測することができる柱体の鉛直
精度計測装置を提供することにある。
The present invention has been made in consideration of the above circumstances, and an object of the present invention is to construct a column body with high accuracy and quantitatively without providing a heavy instrument at the tip of a measuring pipe. An object of the present invention is to provide a vertical accuracy measuring device for a column, which is capable of measuring the fitting accuracy.

【0007】[0007]

【課題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、柱体の内部に嵌め込まれた測定用パイ
プと、この測定用パイプの底面に配置され光軸が該パイ
プの延長方向と沿うように設けられた光源と、この光源
に光を導くため前記測定用パイプの内側面に沿って配置
された光ファイバと、前記測定用パイプの上方に固定的
に水平配置され前記光源の光を撮像する撮像装置と、こ
の撮像装置の撮像面における前記光の座標位置に基づき
前記柱体の鉛直精度を算出する演算部とを備えたことを
要旨とする。
In order to achieve the above object, the present invention is directed to a measuring pipe fitted inside a column, and an optical axis disposed on the bottom surface of the measuring pipe so that the optical axis extends in the extending direction of the pipe. A light source provided along with, an optical fiber arranged along the inner side surface of the measuring pipe for guiding light to the light source, and a fixed horizontal arrangement of the light source above the measuring pipe. The gist of the present invention is to include an image pickup device for picking up an image of light and an arithmetic unit for calculating the vertical accuracy of the column based on the coordinate position of the light on the image pickup surface of the image pickup device.

【0008】また、他の発明は、前記光源には、該光源
と前記測定用パイプの上部との間に配設された光ファイ
バを介して該測定用パイプの上部の光が導かれることを
要旨とする。
According to another aspect of the invention, the light from the upper part of the measuring pipe is guided to the light source through an optical fiber arranged between the light source and the upper part of the measuring pipe. Use as a summary.

【0009】[0009]

【作用】この発明によれば、測定用パイプの上方に固定
的に水平配置された撮像装置により、測定用パイプの底
面に配置された光源の光を撮像し、その座標位置を検出
する。演算部はこの検出結果に基づき柱体の鉛直精度を
算出する。
According to the present invention, the image of the light source arranged on the bottom surface of the measuring pipe is picked up by the image pickup device fixedly arranged horizontally above the measuring pipe, and the coordinate position thereof is detected. The calculation unit calculates the vertical accuracy of the column based on this detection result.

【0010】また、他の発明によれば、光ファイバを介
して光が導かれる光源には、発光手段を設けることがな
いので、構成が簡易且つ軽量である。
According to another aspect of the invention, since the light source for guiding the light through the optical fiber is not provided with the light emitting means, the structure is simple and lightweight.

【0011】[0011]

【実施例】図1は、この発明による柱体の鉛直精度計測
装置の一実施例を示す構成図である。同図においては、
地盤1を掘削するケーシング5内に建て込まれた構真柱
6(柱体)に測定用パイプ21、22が嵌め込まれ、地
表面の支持台23、25に水平に固定されたCCDカメ
ラ24、26が測定用パイプ21、22の上方に配置さ
れている。上記測定用パイプ21、22は、吊下げ装置
(図示せず)によりその上部で吊り下げられ、構真柱6
が傾斜すると、これに伴って傾斜する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is a block diagram showing an embodiment of a vertical accuracy measuring device for a column according to the present invention. In the figure,
A CCD camera 24 in which measuring pipes 21 and 22 are fitted into a true column 6 (column body) built in a casing 5 for excavating the ground 1 and horizontally fixed to supporting bases 23 and 25 on the ground surface, 26 is arranged above the measuring pipes 21 and 22. The measurement pipes 21 and 22 are suspended at the upper part by a suspension device (not shown), and the measurement column 6
When tilts, it tilts accordingly.

【0012】CCDカメラ24、26は測定用パイプ2
1、22の底面に固定された光源27、28(この実施
例では、通常の発光ランプが使用される)から出射され
た光29、30を受光し、光源27、28の座標位置信
号を演算部31へ出力する。演算部31はCCDカメラ
24、26からの座標位置信号を演算処理し、構真柱6
の傾き、捩れ等を表示部32の画面に表示する。傾き、
捩れは、例えば表示部32の画面に示すように、(x、
y)座標値、勾配として示すことができる。
The CCD cameras 24 and 26 are the measuring pipes 2.
Lights 29 and 30 emitted from light sources 27 and 28 (in this embodiment, ordinary light emitting lamps are used) fixed to the bottom surfaces of the light sources 1 and 22 are received, and coordinate position signals of the light sources 27 and 28 are calculated. Output to the unit 31. The arithmetic unit 31 arithmetically processes the coordinate position signals from the CCD cameras 24 and 26, and
Is displayed on the screen of the display unit 32. Tilt,
For example, as shown in the screen of the display unit 32, the twist is (x,
y) It can be shown as a coordinate value or a gradient.

【0013】各CCDカメラ24、26での光の撮像
は、構真柱6が真っ直ぐに建て込まれて鉛直誤差ゼロの
場合には図2(a)に示すようになり、構真柱6に鉛直
誤差が生じている場合には図2(b)に示すようにな
る。図2(b)では、構真柱6の左上方向への傾きがあ
るため測定パイプ底面の光源27、28がCCDカメラ
24、26から見て右下に偏位していることを示してい
る。
The image pickup of light by the CCD cameras 24 and 26 is as shown in FIG. 2A when the vertical column 6 is built straight and the vertical error is zero. When a vertical error is generated, it becomes as shown in FIG. FIG. 2B shows that the light sources 27 and 28 on the bottom surface of the measurement pipe are deviated to the lower right when viewed from the CCD cameras 24 and 26 due to the inclination of the true post 6 to the upper left direction. .

【0014】このようにして各CCDカメラ24、26
により各点における構真柱6の鉛直誤差を座標位置とし
て数値的に検出することができる。このように構真柱6
の鉛直誤差を数値として検出することができるので、こ
の鉛直誤差に応じてケーシング5と構真柱6との間に装
備された油圧ジャッキ33、34を伸縮操作して構真柱
6の傾き等(具体的には測定パイプ21、22の底面の
位置ずれ)を修正することができる。また、演算部31
で検出された構真柱6の鉛直誤差に基づき電動力等によ
り油圧ジャッキ33、34を自動的に補正動作させて構
真柱6の傾き等を修正することもできる。さらに、構真
柱6の鉛直誤差データを集積すれば、状況に応じた最適
な制御を行うこともできる。
In this way, each CCD camera 24, 26
Thus, the vertical error of the true post 6 at each point can be numerically detected as a coordinate position. In this way, the true pillar 6
Since it is possible to detect the vertical error of the numerical value as a numerical value, the hydraulic jacks 33 and 34 provided between the casing 5 and the true post 6 are expanded / contracted in accordance with the vertical error, and the tilt of the true post 6 etc. (Specifically, the displacement of the bottom surfaces of the measurement pipes 21 and 22) can be corrected. In addition, the calculation unit 31
It is also possible to automatically correct the hydraulic jacks 33, 34 by an electric force or the like based on the vertical error of the structure column 6 detected to correct the inclination of the structure column 6. Further, by accumulating the vertical error data of the true column 6, optimal control according to the situation can be performed.

【0015】なお、図1は測定用パイプ及びCCDカメ
ラを2組設置した場合を示しているが、この発明はこの
実施例に限定されず、これらの組数を増加させれば鉛直
誤差検出の精度を高めることができる。しかも、光源2
7、28への電力供給は電線により行うことができ、浮
体による鉛直精度検出の場合におけるワイヤを不要と
し、また、CCDカメラを使用することにより、レーザ
発光器のようなビーム光を使用する必要もない。
Although FIG. 1 shows the case where two sets of measuring pipes and CCD cameras are installed, the present invention is not limited to this embodiment, and if the number of these sets is increased, vertical error detection can be performed. The accuracy can be increased. Moreover, the light source 2
The electric power can be supplied to the wires 7 and 28 by using an electric wire, a wire is not required in the case of vertical accuracy detection by a floating body, and a beam light such as a laser light emitter needs to be used by using a CCD camera. Nor.

【0016】図3は、この発明の他の実施例を示す構成
図である。この実施例においては、測定用パイプ21、
22の内側に光ファイバ35、36を配設し、これらの
光ファイバ35、36の上部を測定用パイプ21、22
の上端面より突出させるとともに、その下部を前記光源
27、28に接続するものである。これにより、地上の
光が光ファイバ35、36を介して光源27、28に導
かれるため、光源27、28は反射用の鏡を有していれ
ば足り、その構成を簡素化することができ軽量化も図れ
る。この場合、光ファイバ35、36の上部開口に向け
て地上から発光ランプの光を照射すれば、CCDカメラ
での光の撮像画像がより明確になって測定誤差を抑える
ことができる。
FIG. 3 is a block diagram showing another embodiment of the present invention. In this embodiment, the measuring pipe 21,
Optical fibers 35 and 36 are arranged inside the optical fiber 22, and the upper portions of these optical fibers 35 and 36 are attached to the measuring pipes 21 and 22.
Of the light source 27, 28, and the lower portion thereof is connected to the light sources 27, 28. As a result, the light on the ground is guided to the light sources 27 and 28 via the optical fibers 35 and 36, so that the light sources 27 and 28 only need to have a mirror for reflection, and the configuration can be simplified. The weight can be reduced. In this case, by irradiating the light from the light emitting lamp from the ground toward the upper openings of the optical fibers 35 and 36, the captured image of the light by the CCD camera becomes clearer and the measurement error can be suppressed.

【0017】さらに、同図に示すように、構真柱6上部
の中央付近に傾斜計37を取り付けることにより、測定
精度を要しない場合には傾斜計37単独で迅速に構真柱
6の傾斜を検出することができ、本発明による精度測定
を補完することができる。
Further, as shown in the figure, by mounting an inclinometer 37 near the center of the upper part of the true post 6, the inclinometer 37 alone can quickly tilt the true post 6 when measurement accuracy is not required. Can be detected and can complement the accuracy measurement according to the invention.

【0018】[0018]

【発明の効果】以上説明したように、この発明による柱
体の鉛直精度計測装置では、測定用パイプの先端に重量
のある機器を設けることなく、高精度で且つ定量的に柱
体の建込み精度を計測することができる。
As described above, in the vertical accuracy measuring device for a pillar according to the present invention, the pillar can be built accurately and quantitatively without providing a heavy instrument at the tip of the measuring pipe. The accuracy can be measured.

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

【図1】この発明による柱体の鉛直精度計測装置の一実
施例の構成図である。
FIG. 1 is a configuration diagram of an embodiment of a vertical accuracy measuring device for a column according to the present invention.

【図2】図1の装置における光源位置検出の説明図であ
る。
2 is an explanatory diagram of light source position detection in the apparatus of FIG.

【図3】この発明の他の実施例の構成図である。FIG. 3 is a configuration diagram of another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 地盤 5 ケーシング 6 構真柱 21、22 測定用パイプ 23、25 支持台 24、26 CCDカメラ 27、28 光源 31 演算部 32 表示部 33、34 ジャッキ 1 Ground 5 Casing 6 Structural column 21, 22 Measuring pipe 23, 25 Support stand 24, 26 CCD camera 27, 28 Light source 31 Computing section 32 Display section 33, 34 Jack

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 柱体の内部に嵌め込まれた測定用パイプ
と、この測定用パイプの底面に配置され光軸が該パイプ
の延長方向と沿うように設けられた光源と、前記測定用
パイプの上方に固定的に水平配置され前記光源の光を撮
像する撮像装置と、この撮像装置の撮像面における前記
光の座標位置に基づき前記柱体の鉛直精度を算出する演
算部とを備えたことを特徴とする柱体の鉛直精度計測装
置。
1. A measuring pipe fitted inside a column, a light source arranged on a bottom surface of the measuring pipe so that an optical axis extends along an extension direction of the pipe, and a measuring pipe of the measuring pipe. An image pickup device which is fixedly arranged horizontally above and picks up the light of the light source; and an arithmetic unit which calculates the vertical accuracy of the column based on the coordinate position of the light on the image pickup surface of the image pickup device. Characteristic vertical accuracy measuring device for pillars.
【請求項2】 前記光源には、該光源と前記測定用パイ
プの上部との間に配設された光ファイバを介して該測定
用パイプの上部の光が導かれることを特徴とする請求項
1記載の柱体の鉛直精度計測装置。
2. The light from above the measuring pipe is guided to the light source through an optical fiber arranged between the light source and the upper portion of the measuring pipe. 1. A vertical accuracy measuring device for a column according to 1.
JP14652993A 1993-06-17 1993-06-17 Column accuracy measurement system Expired - Fee Related JP2917751B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14652993A JP2917751B2 (en) 1993-06-17 1993-06-17 Column accuracy measurement system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14652993A JP2917751B2 (en) 1993-06-17 1993-06-17 Column accuracy measurement system

Publications (2)

Publication Number Publication Date
JPH073792A true JPH073792A (en) 1995-01-06
JP2917751B2 JP2917751B2 (en) 1999-07-12

Family

ID=15409710

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14652993A Expired - Fee Related JP2917751B2 (en) 1993-06-17 1993-06-17 Column accuracy measurement system

Country Status (1)

Country Link
JP (1) JP2917751B2 (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002116009A (en) * 2000-10-10 2002-04-19 Jgc Corp Device for measuring difference of point-to-point vertical displacement
JP2009084794A (en) * 2007-09-27 2009-04-23 Ohbayashi Corp Positioning monitoring equipment and positioning method
JP2009167779A (en) * 2008-01-18 2009-07-30 Chowa Kogyo Kk Aligning method for pile punching machine, and aligning apparatus
JP2011021392A (en) * 2009-07-16 2011-02-03 Takenaka Komuten Co Ltd Perpendicular accuracy management method of under-ground piled column
JP2013194369A (en) * 2012-03-16 2013-09-30 Technos Kk Inclination correction confirming apparatus for core material element
JP2014080836A (en) * 2012-10-18 2014-05-08 Taisei Corp Vertical accuracy management method of under-ground piled column
JP2014218862A (en) * 2013-05-10 2014-11-20 株式会社大林組 Method and system for adjusting plumbing of inverted support

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002116009A (en) * 2000-10-10 2002-04-19 Jgc Corp Device for measuring difference of point-to-point vertical displacement
JP2009084794A (en) * 2007-09-27 2009-04-23 Ohbayashi Corp Positioning monitoring equipment and positioning method
JP2009167779A (en) * 2008-01-18 2009-07-30 Chowa Kogyo Kk Aligning method for pile punching machine, and aligning apparatus
JP4617471B2 (en) * 2008-01-18 2011-01-26 調和工業株式会社 Pile punching machine centering method and centering machine
JP2011021392A (en) * 2009-07-16 2011-02-03 Takenaka Komuten Co Ltd Perpendicular accuracy management method of under-ground piled column
JP2013194369A (en) * 2012-03-16 2013-09-30 Technos Kk Inclination correction confirming apparatus for core material element
JP2014080836A (en) * 2012-10-18 2014-05-08 Taisei Corp Vertical accuracy management method of under-ground piled column
JP2014218862A (en) * 2013-05-10 2014-11-20 株式会社大林組 Method and system for adjusting plumbing of inverted support

Also Published As

Publication number Publication date
JP2917751B2 (en) 1999-07-12

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