JP2015004589A - Measurement device of porous wall inner surface shape - Google Patents

Measurement device of porous wall inner surface shape Download PDF

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JP2015004589A
JP2015004589A JP2013130119A JP2013130119A JP2015004589A JP 2015004589 A JP2015004589 A JP 2015004589A JP 2013130119 A JP2013130119 A JP 2013130119A JP 2013130119 A JP2013130119 A JP 2013130119A JP 2015004589 A JP2015004589 A JP 2015004589A
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hole wall
shape
measuring
wall inner
roughening
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JP6138602B2 (en
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和範 山本
Kazunori Yamamoto
和範 山本
大樹 米田
Daiki Yoneda
大樹 米田
徹也 三島
Tetsuya Mishima
徹也 三島
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Maeda Corp
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Maeda Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a measurement device capable of accurately measuring a porous wall inner surface shape with a simple procedure using a simple device.SOLUTION: The measuring device of a porous wall inner surface shape includes: measurement means 20 mountable on a tip portion of a core tube 160 of a drilling device fixed to a concrete structure; movement means for moving the measurement means 20 along a longitudinal direction of a porous wall inner surface 70; movement distance measurement means 41 for measuring a movement distance of the measurement means 20; shape calculation means 42 for acquiring an irregular shape of the porous wall inner surface 70 by receiving measurement signals from the measurement means 20 and the movement distance measurement means 41 so as to perform predetermined calculation processing; and display means 50 for displaying a calculation result in the shape calculation means 42. The measurement means 20 includes: an irradiation part (a light emitting element and a conical mirror) for annularly radiating a laser beam 25 to the porous wall inner surface 70; and an imaging part (an imaging device) for imaging a reflected laser beam image (an optical ring) formed on the porous wall inner surface 70.

Description

本発明は、孔壁内面形状の計測装置に関するものであり、例えば、コンクリート構造物の耐震補強等を行う際に、既設コンクリートに対して削孔を行い、孔壁内面を目粗し処理した後に、補強鉄筋の挿入及び充填材の注入を行う際に、孔壁内面の目粗し状態を確認する際に使用するための計測装置に関するものである。   The present invention relates to a measuring device for the shape of the inner surface of a hole wall. For example, when performing seismic reinforcement of a concrete structure, etc., after drilling a hole in existing concrete and roughening the inner surface of the hole wall The present invention relates to a measuring device for use in confirming the roughened state of the inner surface of the hole wall when inserting reinforcing bars and injecting filler.

コンクリート構造物の補強工事(例えば、耐震補強)を行う際に、既設コンクリートに対して削孔を行い、孔内に補強鉄筋を挿入するとともに充填材を注入する工法が知られている。この際、既設コンクリートと補強鉄筋との定着力を向上させるため、孔壁内面を目粗し処理することが有効である(例えば、特許文献1参照)。孔壁内面に対して目粗し処理を行うには、例えば、削孔に使用した削孔機械の削孔ビットを目粗しビット180に交換し、孔内へ挿入するのが一般的である。   A method is known in which, when reinforcing a concrete structure (for example, seismic reinforcement), a hole is drilled in the existing concrete, a reinforcing bar is inserted into the hole, and a filler is injected. At this time, in order to improve the fixing force between the existing concrete and the reinforcing reinforcing bars, it is effective to roughen the inner surface of the hole wall (see, for example, Patent Document 1). In order to perform the roughing process on the inner surface of the hole wall, for example, it is common to replace the drilling bit of the drilling machine used for drilling with the bit 180 and insert it into the hole. .

上述したように、孔壁内面の目粗し処理は、既設コンクリートと補強鉄筋との定着力を向上させるために行う処理であり、十分な目粗し処理が行われていない場合には、既設コンクリートと補強鉄筋との定着力を向上させることができない。そこで、目粗し処理を施した孔内にファイバースコープを挿入して、孔壁内面の形状を目視観察したり、孔内に手を差し入れて、指先の感触により孔壁内面の形状を確認したりしていた。   As described above, the roughening treatment of the inner surface of the hole wall is a treatment performed to improve the fixing force between the existing concrete and the reinforcing reinforcing bar. If the roughening treatment is not performed sufficiently, Fixing power between concrete and reinforcing steel cannot be improved. Therefore, a fiberscope is inserted into the hole that has been subjected to roughening treatment, and the shape of the inner surface of the hole wall is visually observed, or a hand is inserted into the hole, and the shape of the inner surface of the hole wall is confirmed by the touch of the fingertip. I was doing.

また、孔壁内面に測定端子を接触させて、孔壁内面の凹凸形状を計測する装置も提案されている(例えば、特許文献2参照)。特許文献2に記載された凹凸計測装置は、ベース部材と、ベース部材のガイド孔内にスライド自在に挿入されて鉛直移動するスライド軸部と、コンクリート構造物の挿入穴の穴壁表面の凹凸形状を計測する凹凸測定手段とを備えたものである。そして、凹凸測定手段は、穴壁表面に接触する接触子と、接触子の水平方向の移動変位を計測する第1変位計とを有する第1測定手段と、スライド軸部の鉛直方向の移動変位を計測する第2変位計からなる第2測定手段とを備えている。これにより、接触子を穴壁表面に接触させながら、スライド軸部を鉛直移動させることによって、挿入穴の深さ方向に沿って、穴壁表面の凹凸形状を定量的に計測できるようになっている。   There has also been proposed an apparatus for measuring the uneven shape of the inner surface of the hole wall by bringing a measurement terminal into contact with the inner surface of the hole wall (see, for example, Patent Document 2). The unevenness measuring apparatus described in Patent Document 2 includes a base member, a slide shaft portion that is slidably inserted into a guide hole of the base member and moves vertically, and an uneven shape on the surface of the hole wall of the insertion hole of the concrete structure. And an unevenness measuring means for measuring The unevenness measuring means includes a first measuring means having a contact that contacts the surface of the hole wall, a first displacement meter that measures the horizontal displacement of the contact, and a vertical displacement of the slide shaft portion. And a second measuring means comprising a second displacement meter for measuring. As a result, the concave and convex shape of the hole wall surface can be quantitatively measured along the depth direction of the insertion hole by vertically moving the slide shaft portion while bringing the contactor into contact with the hole wall surface. Yes.

特開2011−140796号公報JP 2011-140796 A 特開2009−115586号公報JP 2009-115586 A

しかし、従来の孔壁内面形状の測定方法や計測装置には種々の問題があった。すなわち、目粗し処理を施した孔内にファイバースコープを挿入して、孔壁内面の形状を目視観察する方法や、孔内に手を差し入れて、指先の感触により孔壁内面の形状を確認する方法では、観察者の主観に頼って孔壁内面の形状を確認するため、客観的な評価を行うことができない。特に、指先の感触により孔壁内面の形状を確認する方法では、観察者の熟練度により評価が異なる場合があり、さらに、指先が届かない孔壁内面についてはその形状を確認することができなかった。   However, there are various problems with the conventional method and apparatus for measuring the inner shape of the hole wall. In other words, a fiberscope is inserted into a hole that has been roughened, and the shape of the inner surface of the hole wall is visually observed, or a hand is inserted into the hole and the shape of the inner surface of the hole wall is confirmed by the touch of a fingertip. In this method, since the shape of the inner surface of the hole wall is confirmed depending on the subjectivity of the observer, an objective evaluation cannot be performed. In particular, in the method of checking the shape of the inner surface of the hole wall by the touch of the fingertip, the evaluation may differ depending on the skill level of the observer, and furthermore, the shape of the inner surface of the hole wall that cannot be reached by the fingertip cannot be confirmed. It was.

また、従来の凹凸計測装置は、削孔を行った後に作業場所から削孔装置を取り外し、改めて凹凸計測装置を設置する必要があった。また、装置が特殊かつ大がかりなものとなり、必ずしも使い勝手が良いとは言えなかった。   In addition, the conventional unevenness measuring apparatus needs to remove the drilling device from the work place after drilling and install the unevenness measuring device again. In addition, the device becomes special and large-scale, and it cannot be said that it is easy to use.

本発明は、上述した事情に鑑み提案されたもので、簡易な装置を用いることにより、簡便な手順でかつ正確に孔壁内面形状を計測することが可能な孔壁内面形状の計測装置を提供することを目的とする。   The present invention has been proposed in view of the above-described circumstances, and provides a hole wall inner surface shape measuring device capable of accurately measuring the hole wall inner surface shape with a simple procedure by using a simple device. The purpose is to do.

本発明の孔壁内面形状の計測装置は、上述した課題を解決するために提案されたもので、以下の特徴点を有している。すなわち、本発明の孔壁内面形状の計測装置は、コンクリート構造物に削孔された孔壁内面の目粗し処理の状態を計測するための計測装置であって、コンクリート構造物に固定された削孔装置のコアチューブの先端部分に取り付け可能な測定手段と、測定手段を孔壁内面の長手方向に沿って移動させる移動手段と、測定手段の移動距離を計測する移動距離計測手段と、測定手段及び移動距離計測手段からの計測信号を受信して所定の演算処理を行うことにより孔壁内面の凹凸形状を求める形状演算手段と、形状演算手段における演算結果を表示する表示手段とを備えており、測定手段は、孔壁内面に対して円環状にレーザー光を照射する照射部と、孔壁内面に形成されたレーザー光像を撮影する撮像部とを含むことを特徴とするものである。   The hole wall inner surface shape measuring apparatus of the present invention has been proposed to solve the above-described problems and has the following features. That is, the measuring device for the shape of the inner surface of the hole wall of the present invention is a measuring device for measuring the state of the roughening treatment of the inner surface of the hole wall drilled in the concrete structure, and is fixed to the concrete structure. Measuring means attachable to the tip portion of the core tube of the hole drilling device, moving means for moving the measuring means along the longitudinal direction of the inner surface of the hole wall, moving distance measuring means for measuring the moving distance of the measuring means, and measurement And a shape calculating means for obtaining an uneven shape on the inner surface of the hole wall by receiving a measurement signal from the means and the moving distance measuring means and performing a predetermined calculation process, and a display means for displaying a calculation result in the shape calculating means. The measuring means includes an irradiation unit that irradiates laser light in an annular shape with respect to the inner surface of the hole wall and an imaging unit that captures a laser light image formed on the inner surface of the hole wall. .

このような構成からなる孔壁内面形状の計測装置は、例えば、コンクリート構造物の補強工事を行う際に、既設コンクリートに対して削孔を行い、孔内に補強鉄筋を挿入するとともに充填材を注入する際に、削孔した孔壁内面形状を計測するために使用することができる。この際、コンクリート構造物には、アンカー等により、削孔を行うための削孔装置が固定されている。そこで、本発明の孔壁内面形状の計測装置は、この削孔装置をそのまま利用して、孔壁内面の目粗し処理の状態を計測するようになっている。   The hole wall inner surface shape measuring device having such a structure, for example, when drilling a concrete structure, drills the existing concrete, inserts a reinforcing bar into the hole, and inserts a filler. When injecting, it can be used to measure the shape of the drilled hole wall inner surface. At this time, a drilling device for drilling is fixed to the concrete structure by an anchor or the like. In view of this, the hole wall inner surface shape measuring apparatus of the present invention uses this drilling device as it is to measure the state of the roughening treatment on the hole wall inner surface.

本発明の孔壁内面形状の計測装置では、目粗し処理の状態を計測するために、削孔装置のコアチューブの先端部分に、削孔ビットや目粗しビットに代えて測定手段を取り付ける。この測定手段は、孔壁内面に対して円環状のレーザー光を発射し、孔壁内面に形成されたレーザー光像を撮影することにより、レーザー光像の径を計測する。   In the measuring device for the shape of the inner surface of the hole wall according to the present invention, in order to measure the state of the roughening treatment, a measuring means is attached to the tip portion of the core tube of the hole drilling device instead of the hole drilling bit or the roughening bit. . This measuring means emits an annular laser beam to the inner surface of the hole wall, and measures the diameter of the laser beam image by photographing the laser beam image formed on the inner surface of the hole wall.

そして、移動手段の機能により、測定手段を孔壁内面の長手方向に沿って移動させながら、移動するレーザー光像の径を計測し、移動距離計測手段の機能により測定手段の移動距離を計測するとともに、形状演算手段の機能により所定の演算を行って、孔壁内面の凹凸形状を求める。演算結果(孔壁内面の凹凸形状)は、表示手段の機能により、コンピュータに付帯した表示装置等の表示画面に表示することができる。   Then, the diameter of the moving laser beam image is measured while moving the measuring means along the longitudinal direction of the inner surface of the hole wall by the function of the moving means, and the moving distance of the measuring means is measured by the function of the moving distance measuring means. At the same time, a predetermined calculation is performed by the function of the shape calculation means to obtain the uneven shape of the inner surface of the hole wall. The calculation result (uneven shape on the inner surface of the hole wall) can be displayed on a display screen of a display device attached to the computer by the function of the display means.

また、前記した構成からなる孔壁内面形状の計測装置において、形状演算手段における演算結果が、予め設定した凹凸度以下の場合に、目粗し処理が不十分である旨を報知する報知手段を備えることが可能である。   Moreover, in the measuring device for the inner surface shape of the hole wall configured as described above, a notifying means for notifying that the roughening process is insufficient when the calculation result in the shape calculating means is less than or equal to a preset unevenness degree. It is possible to provide.

このような構成からなる孔壁内面形状の計測装置では、計測結果が予め設定した凹凸度以下の場合、すなわち、目粗し処理が不十分である場合に、報知手段の機能により、その旨の報知を行う。   In the measuring device of the hole wall inner surface shape having such a configuration, when the measurement result is less than or equal to the preset unevenness degree, that is, when the roughening process is insufficient, the function of the notification means Notification.

また、報知手段により目粗し処理が不十分である旨の報知が行われた場合に、当該目粗し処理が不十分な範囲において、目粗しビットを駆動させて目粗し処理を行う再目粗し指示手段を備えることが可能である。この場合、測定手段を取り付けたコアチューブの先端側又は基端側の少なくとも一方に、孔壁内面の目粗し処理を行うための目粗しビットを取り付けることが好ましい。   Further, when the notification means notifies that the roughening process is insufficient, the coarsening process is performed by driving the coarsening bit in a range where the roughening process is insufficient. It is possible to provide re-roughening instruction means. In this case, it is preferable that a roughening bit for roughening the inner surface of the hole wall is attached to at least one of the distal end side or the proximal end side of the core tube to which the measuring means is attached.

このような構成からなる孔壁内面形状の計測装置では、コアチューブに対して、測定手段とともに目粗しビットを取り付けておき、計測結果が予め設定した凹凸度以下の場合に、再目粗し指示手段の機能により、目粗しビットを駆動して再度目粗し処理を行う。   In the measuring device for the inner surface shape of the hole wall configured as described above, a roughening bit is attached to the core tube together with the measuring means, and when the measurement result is equal to or less than a preset unevenness degree, the roughening is performed again. By the function of the instruction means, the coarse bit is driven and the coarse process is performed again.

本発明の孔壁内面形状の計測装置によれば、作業者の手作業で孔壁内面の目粗し状態を確認するのではなく、非接触式の測定手段を用いて孔壁内面の目粗し状態を確認するため、客観的に孔壁内面の目粗し状態を評価することができる。さらに、削孔を行った後の削孔装置を除去することなく、目粗しビットを測定手段に置き換えて孔壁内面の形状を計測するため、装置構成が簡便となり、作業効率を向上させることができる。   According to the hole wall inner surface shape measuring apparatus of the present invention, the roughness of the hole wall inner surface is not confirmed manually by the operator, but the surface roughness of the hole wall inner surface is measured using a non-contact type measuring means. In order to check the state, the rough state of the inner surface of the hole wall can be objectively evaluated. Furthermore, without removing the drilling device after drilling, the shape of the inner surface of the hole wall is measured by replacing the roughing bit with the measuring means, so that the device configuration is simplified and the work efficiency is improved. Can do.

また、目粗し処理が不十分な場合に、その旨の報知を行う構成とした場合には、目粗し処理が不十分な箇所を容易に認識することができる。   In addition, when the roughening process is insufficient and the notification is made to that effect, it is possible to easily recognize a portion where the coarsening process is insufficient.

また、目粗し処理が不十分な場合に、再度、自動的に目粗し処理を行う構成とした場合には、孔壁内面の全体にわたって適切な目粗し処理を施すことができる。   In addition, when the roughening process is insufficient, when the roughening process is automatically performed again, an appropriate roughening process can be performed over the entire inner surface of the hole wall.

本発明の実施形態に係る孔壁内面形状の計測装置の全体構成を示す側面図。The side view which shows the whole structure of the measuring device of the hole wall inner surface shape which concerns on embodiment of this invention. 本発明の実施形態に係る測定手段の構成を示す模式図。The schematic diagram which shows the structure of the measurement means which concerns on embodiment of this invention. 目粗し工程における削孔装置の構成を示す側面図。The side view which shows the structure of the hole drilling apparatus in a roughening process.

以下、図面を参照して、本発明に係る孔壁内面形状の計測装置の実施形態を説明する。図1〜図3は本発明の実施形態に係る孔壁内面形状の計測装置を説明するもので、図1は計測装置の全体構成を示す側面図、図2は測定手段の構成を示す模式図、図3は目粗し工程における削孔装置の構成を示す側面図である。   Hereinafter, with reference to the drawings, an embodiment of a measuring device for an inner surface shape of a hole wall according to the present invention will be described. 1 to 3 are diagrams for explaining a measuring device for the inner shape of a hole wall according to an embodiment of the present invention. FIG. 1 is a side view showing the overall configuration of the measuring device, and FIG. 2 is a schematic diagram showing the configuration of measuring means. FIG. 3 is a side view showing the configuration of the hole drilling device in the roughening step.

<孔壁内面形状の計測装置の概要>
本発明の実施形態に係る孔壁内面形状の計測装置は、例えば、目粗し処理を施した孔壁内面の凹凸形状を測定して、目粗し処理が適切に行われているか否かを評価する際に使用する装置である。すなわち、コンクリート構造物に対して耐震補強等の補強工事を行うには、削孔ビットを備えた削孔装置により既設コンクリートに対して削孔を行い、形成された孔内に補強鉄筋を挿入するとともに充填材を注入する。この際、既設コンクリートと補強鉄筋との定着力を向上させるために孔壁内面に目粗し処理を施すことが好ましい。目粗し処理を施すには、削孔装置のコアチューブの先端部に取り付けた削孔ビットを目粗しビットに交換して、孔内で目粗しビットを回転させながら挿脱すればよい。
<Outline of measuring device for hole wall inner surface shape>
The hole wall inner surface shape measuring apparatus according to the embodiment of the present invention measures, for example, the uneven shape of the hole wall inner surface that has been subjected to the roughening process, and determines whether or not the roughening process is appropriately performed. This device is used for evaluation. That is, in order to perform reinforcement work such as seismic reinforcement for concrete structures, drill holes in existing concrete with a drilling device equipped with a drill bit and insert reinforcing bars into the formed holes. At the same time, the filler is injected. At this time, in order to improve the fixing force between the existing concrete and the reinforcing reinforcing bars, it is preferable to roughen the inner surface of the hole wall. In order to perform the roughening treatment, the drilling bit attached to the tip of the core tube of the drilling device can be replaced with a roughing bit, and the coarsening bit can be inserted and removed while rotating in the hole. .

本発明の実施形態に係る孔壁内面形状の計測装置は、目粗し処理が終了した後に、既設コンクリートに固定された削孔装置の目粗しビットに代えて、コアチューブの先端部に測定手段を取り付けることにより、孔壁内面の形状を計測するための装置である。   The hole wall inner surface shape measuring device according to the embodiment of the present invention is measured at the tip of the core tube in place of the roughing bit of the drilling device fixed to the existing concrete after the roughening treatment is finished. It is an apparatus for measuring the shape of the inner surface of the hole wall by attaching means.

<孔壁内面形状の計測装置の具体的構成>
本発明の実施形態に係る孔壁内面形状の計測装置は、測定手段、移動手段、移動距離計測手段、形状演算手段、表示手段を主要な構成要素とし、さらに、報知手段、再目粗し指示手段を備えることが可能である。
<Specific configuration of measuring device for hole wall inner surface shape>
A hole wall inner surface shape measuring apparatus according to an embodiment of the present invention includes a measuring unit, a moving unit, a moving distance measuring unit, a shape calculating unit, and a display unit as main components, and further includes a notifying unit and a re-roughing instruction. Means may be provided.

<削孔装置>
上述したように、本発明の実施形態に係る孔壁内面形状の計測装置10は、コンクリート構造物110に対して耐震補強等の補強工事を行う際に、コンクリート構造物の壁面や床面等にアンカー120等を用いて固定した削孔装置100の一部を利用することができる(図1参照)。
<Drilling device>
As described above, the hole wall inner surface shape measuring device 10 according to the embodiment of the present invention is applied to the wall surface or floor surface of a concrete structure when performing reinforcement work such as seismic reinforcement on the concrete structure 110. A part of the drilling device 100 fixed using the anchor 120 or the like can be used (see FIG. 1).

この削孔装置100は、図3に示すように、コンクリート構造物110の壁面や床面等に、アンカー120等を用いて固定されたベース部材130と、ベース部材130から立設した棒状の案内部材140と、案内部材140に対して進退可能に取り付けたモータ150と、モータ150の回転軸の先端部に取り付けたコアチューブ160とを備えている。そして、コアチューブ160の先端部に削孔ビットや目粗しビット180を取り付けて、モータ150の回転力により削孔ビットや目粗しビット180を回転させながら、削孔ビットや目粗しビット180をコンクリート構造物110へ向かって進退させることにより、削孔及び孔壁内面70の目粗し処理を行うことができる。   As shown in FIG. 3, the drilling device 100 includes a base member 130 fixed to a wall surface or a floor surface of a concrete structure 110 using an anchor 120 or the like, and a rod-shaped guide standing from the base member 130. A member 140, a motor 150 attached to the guide member 140 so as to be able to advance and retreat, and a core tube 160 attached to a distal end portion of the rotation shaft of the motor 150 are provided. Then, a drilling bit or a roughening bit 180 is attached to the tip of the core tube 160, and the drilling bit or the roughening bit 180 is rotated while the drilling bit or the roughening bit 180 is rotated by the rotational force of the motor 150. By advancing and retreating 180 toward the concrete structure 110, it is possible to perform the roughing processing of the drilling holes and the hole wall inner surface 70.

なお、コアチューブ160は両端にそれぞれ雌ネジ部と雄ネジ部とを備えており、隣合うコアチューブ160の雌ネジ部と雄ネジ部とを噛み合わせることにより、チューブの長さを延長することができる。また、削孔を行う孔径に合わせて、種々の外径の削孔ビットや目粗しビット180が用意されている。また、モータ150を内蔵した筐体151と、案内部材140との間には、モータ150を案内部材140の長手方向に移動させるための進退機構を設けてある。   The core tube 160 has a female screw portion and a male screw portion at both ends, respectively, and the length of the tube is extended by engaging the female screw portion and the male screw portion of the adjacent core tube 160. Can do. Further, drill bits with various outer diameters and coarse bits 180 are prepared in accordance with the hole diameter for drilling. Further, an advancing / retreating mechanism for moving the motor 150 in the longitudinal direction of the guide member 140 is provided between the casing 151 containing the motor 150 and the guide member 140.

進退機構は、例えば、案内部材140の外周面に螺旋状の案内雄ネジ部141を設け、モータ150を内蔵した筐体151と一体に設けられたモータ支持部材170に、案内雄ネジ部141に噛み合って回転する進退雌ネジ部171を設け、筐体151の進退雌ネジ部171を回転させることにより、モータ支持部材170を案内部材140に沿って進退させることができる。なお、進退雌ネジ部171の駆動は、図3に示すように、ギア(図示せず)を介して進退雌ネジ部171と回転ハンドル172とを連結し、回転ハンドル172を回転させることにより進退雌ネジ部171を回転させる機構により行うことができる。なお、進退機構は、上述した例に限定されるものではなく、モータ150を案内部材140の長手方向(孔壁内面70の長手方向)に沿って移動させることができれば、どのような機構の装置を用いてもよく、例えば、進退雌ネジ部171を回転させる駆動装置(モータ)を用いた電動式であってもよい。   The advance / retreat mechanism includes, for example, a spiral guide male screw portion 141 provided on the outer peripheral surface of the guide member 140, and a motor support member 170 provided integrally with a housing 151 incorporating the motor 150. The motor support member 170 can be advanced and retracted along the guide member 140 by providing the advance / retreat female screw portion 171 that rotates while meshing with it and rotating the advance / retreat female screw portion 171 of the housing 151. As shown in FIG. 3, the advance / retreat female screw portion 171 is driven by connecting the advance / retreat female screw portion 171 and the rotary handle 172 via a gear (not shown) and rotating the rotary handle 172. This can be performed by a mechanism for rotating the female screw portion 171. The advance / retreat mechanism is not limited to the above-described example, and any mechanism device can be used as long as the motor 150 can be moved along the longitudinal direction of the guide member 140 (longitudinal direction of the hole wall inner surface 70). For example, an electric type using a driving device (motor) for rotating the advance / retreat female screw portion 171 may be used.

<測定手段>
測定手段20は、コンクリート構造物110に固定された削孔装置100のコアチューブ160の先端部分に取り付け可能な装置であり、孔壁内面70に対して円環状にレーザー光25を照射する照射部と、孔壁内面70に形成されたレーザー光像(光リング26)を撮影する撮像部とを含んでいる。
<Measuring means>
The measuring means 20 is a device that can be attached to the tip portion of the core tube 160 of the drilling device 100 fixed to the concrete structure 110, and is an irradiation unit that irradiates the hole wall inner surface 70 with the laser beam 25 in an annular shape. And an imaging unit that captures a laser light image (optical ring 26) formed on the inner surface 70 of the hole wall.

この測定手段20は、図2に示すように、レーザーダイオード等からなる発光素子21と、発光素子21から発光されたレーザー光を反射して円環状に照射する円錐ミラー(又は円錐プリズム)22と、孔壁内面70に照射したレーザー光を撮影するデジタルカメラ等の撮像装置23を備えている。当該構成では、発光素子21及び円錐ミラー(又は円錐プリズム)が照射部として機能し、撮像装置23が撮像部として機能する。このような構成を備えた測定手段20は、孔壁内面70に沿ってレーザー光を円周方向に走査する必要がなく、照射部の構造が単純なものとなるばかりでなく、計測時間を短縮することができる。   As shown in FIG. 2, the measuring unit 20 includes a light emitting element 21 made of a laser diode or the like, a conical mirror (or conical prism) 22 that reflects the laser light emitted from the light emitting element 21 and irradiates it in an annular shape. An image pickup device 23 such as a digital camera for photographing the laser beam irradiated on the hole wall inner surface 70 is provided. In this configuration, the light emitting element 21 and the conical mirror (or conical prism) function as an irradiation unit, and the imaging device 23 functions as an imaging unit. The measuring means 20 having such a configuration does not need to scan the laser beam in the circumferential direction along the inner surface 70 of the hole wall, and not only the structure of the irradiation unit becomes simple but also the measurement time is shortened. can do.

さらに詳細に説明すると、図2に示すように、発光素子21にはレーザー駆動回路24が接続されている。レーザー駆動回路24は、パーソナルコンピュータ40からの駆動信号により駆動され、発光素子21からレーザー光25を発射する。発光素子21から発射されたレーザー光25は、孔壁内面70において円環状の光リング26を形成する。そして、この光リング26を撮像装置23により撮影する。撮像信号はイメージプロセッサ27を介してパーソナルコンピュータ40に入力される。   More specifically, a laser drive circuit 24 is connected to the light emitting element 21 as shown in FIG. The laser drive circuit 24 is driven by a drive signal from the personal computer 40 and emits a laser beam 25 from the light emitting element 21. The laser beam 25 emitted from the light emitting element 21 forms an annular optical ring 26 on the hole wall inner surface 70. The optical ring 26 is photographed by the imaging device 23. The imaging signal is input to the personal computer 40 via the image processor 27.

なお、測定手段20とパーソナルコンピュータ40とを電気的に接続する接続ケーブル190は、コアチューブ160内に挿通されて、孔外へ導出される。また、測定手段20は、透光性を有する保護チューブ内に収納されている(図1参照)。   A connection cable 190 that electrically connects the measuring means 20 and the personal computer 40 is inserted into the core tube 160 and led out of the hole. Moreover, the measurement means 20 is accommodated in the protective tube which has translucency (refer FIG. 1).

<移動手段>
移動手段は、測定手段20を孔壁内面70の長手方向に沿って移動させるための装置である。本実施形態では、上述したモータ150の進退手段と同様の機構を移動手段として利用することができる。例えば、案内部材140の外周面に螺旋状の案内雄ネジ部141を設け、測定手段20を支持するための測定手段支持部材30に、案内雄ネジ部141に噛み合って回転する進退雌ネジ部171を設け、測定手段支持部材30の進退雌ネジ部171を回転させることにより、測定手段20を案内部材140に沿って移動させることができる。なお、測定手段支持部材30には、測定手段20を取り付けるコアチューブ160を保持するためコアチューブ保持部60が一体に設けられている。
<Movement means>
The moving means is a device for moving the measuring means 20 along the longitudinal direction of the hole wall inner surface 70. In the present embodiment, a mechanism similar to the above-described advance / retreat means of the motor 150 can be used as the moving means. For example, a spiral guide male screw portion 141 is provided on the outer peripheral surface of the guide member 140, and the advance / retreat female screw portion 171 that rotates while meshing with the guide male screw portion 141 is engaged with the measurement means support member 30 for supporting the measurement means 20. And the measuring means 20 can be moved along the guide member 140 by rotating the advance / retreat female screw portion 171 of the measuring means support member 30. The measurement means support member 30 is integrally provided with a core tube holding portion 60 for holding the core tube 160 to which the measurement means 20 is attached.

進退雌ネジ部171を回転させる機構は、どのようなものであってもよいが、ギア(図示せず)を介して進退雌ネジ部171とステッピングモータ31等の駆動手段を連結し、ステッピングモータ31を駆動することにより、測定手段支持部材30及びコアチューブ保持部60を案内部材140に沿って(測定手段20を孔壁内面70の長手方向に沿って)移動させることができる。なお、上述した進退機構と同様に、ギアを介して進退雌ネジ部171と回転ハンドル172とを連結し、回転ハンドル172を回転させて進退雌ネジ部171を回転させる機構を設けることにより、測定手段20を孔壁内面70の長手方向に沿って移動させてもよい(図3参照)。   Any mechanism may be used for rotating the advance / retreat female screw portion 171, but the advance / retreat female screw portion 171 and the driving means such as the stepping motor 31 are connected via a gear (not shown) to thereby provide a stepping motor. By driving 31, the measurement means support member 30 and the core tube holding portion 60 can be moved along the guide member 140 (the measurement means 20 is moved along the longitudinal direction of the hole wall inner surface 70). Similar to the advance / retreat mechanism described above, the advance / retreat female screw portion 171 and the rotary handle 172 are connected via a gear, and the rotation handle 172 is rotated to provide a mechanism for rotating the advance / retreat female screw portion 171. The means 20 may be moved along the longitudinal direction of the hole wall inner surface 70 (see FIG. 3).

移動距離計測手段41は、測定手段20の移動距離を計測するための機器及びプログラムからなる。例えば、移動距離計測手段41は、測定手段20の移動に伴い進退雌ネジ部171が回転すると、進退雌ネジ部171の回転数信号を発信する機構を設けるとともに、進退雌ネジ部171の1回転あたりの移動距離を設定しておけばよい。このような構成からなる移動距離計測手段41では、受信した回転数信号に基づいて、測定手段20の移動距離を計測するようになっている。   The moving distance measuring unit 41 includes a device and a program for measuring the moving distance of the measuring unit 20. For example, the movement distance measuring means 41 is provided with a mechanism for transmitting a rotation number signal of the advance / retreat female screw part 171 when the advance / retreat female screw part 171 rotates with the movement of the measurement means 20 and one rotation of the advance / retreat female screw part 171. It is only necessary to set the per-movement distance. In the moving distance measuring means 41 having such a configuration, the moving distance of the measuring means 20 is measured based on the received rotation speed signal.

また、ステッピングモータ31により進退雌ネジ部171を回転する機構とした場合には、ステッピングモータ31の回転数信号(回転ステップ信号)を発信する機構を設けるとともに、ステッピングモータ31の回転ステップと移動距離との関係を設定しておけばよい。この場合にも、上述した機構と同様に、受信した回転数信号(回転ステップ信号)に基づいて、測定手段20の移動距離を計測することができる。   When the stepping motor 31 is used to rotate the advance / retreat female screw portion 171, a mechanism for transmitting the rotation number signal (rotation step signal) of the stepping motor 31 is provided, and the rotation step and the moving distance of the stepping motor 31 are provided. You should set the relationship with. Also in this case, similarly to the mechanism described above, the moving distance of the measuring means 20 can be measured based on the received rotation speed signal (rotation step signal).

<形状演算手段>
形状演算手段42は、測定手段20及び移動距離計測手段41からの計測信号を受信して所定の演算処理を行うことにより孔壁内面70の凹凸形状を求めるためのプログラムからなる。例えば、パーソナルコンピュータ40に形状演算プログラムをインストールし、CPU等のハードウェアが形状演算プログラムの命令に従って動作することにより、形状演算手段42の機能が発揮される。また、形状演算手段42は、形状演算プログラムに相当する論理回路により構成することもできる。
<Shape calculation means>
The shape calculating means 42 includes a program for receiving the measurement signals from the measuring means 20 and the moving distance measuring means 41 and performing a predetermined calculation process to obtain the uneven shape of the hole wall inner surface 70. For example, the function of the shape calculation means 42 is exhibited by installing a shape calculation program in the personal computer 40 and operating hardware such as a CPU according to the instructions of the shape calculation program. Further, the shape calculating means 42 can be configured by a logic circuit corresponding to a shape calculating program.

上述したように、発光素子21から発光したレーザー光25を円錐ミラー22等で反射して孔壁内面に円環状に照射することにより、レーザー光像(光リング26)が形成され、この円環状のレーザー光像(光リング26)を撮像装置23で撮影してイメージ情報を得ることができる。形状演算プログラムは、基本的な演算処理として、取得したイメージ情報と、その移動距離とに基づいて、孔壁内面70の断面形状を得るものである。また、測定手段20の移動速度、発光素子21におけるレーザー光25の出射角度等、種々のパラメータを設定することにより、一層正確に孔壁内面70の形状を演算することができる。   As described above, the laser beam 25 emitted from the light emitting element 21 is reflected by the conical mirror 22 and irradiated on the inner surface of the hole wall in an annular shape, thereby forming a laser beam image (optical ring 26). Image information can be obtained by photographing the laser light image (light ring 26) of the image with the imaging device 23. The shape calculation program obtains the cross-sectional shape of the inner surface 70 of the hole wall based on the acquired image information and the movement distance as basic calculation processing. Moreover, the shape of the hole wall inner surface 70 can be calculated more accurately by setting various parameters such as the moving speed of the measuring means 20 and the emission angle of the laser beam 25 in the light emitting element 21.

具体的には、発光素子21から円錐ミラー22等を介して孔壁内面70に照射された円環状のレーザー光25により帯状の断面線(光切断面/光リング26)が形成される。この断面線(光切断面/光リング26)を撮像装置23の撮像素子で撮影し、孔壁内面70に形成された座標を算出し、算出した座標データに基づいて断面線(光切断面/光リング26)の形状を得ることができる。そして、測定手段20を、孔壁内面70の長手方向に沿って移動させることにより、断面線(光切断面)が孔壁内面70の長手方向に連なり、孔壁内面70の全体にわたって形状を計測することができる。なお、円周方向及び孔壁内面70の長手方向における撮像間隔は、孔の内径や要求される測定精度等に応じて適宜設定することができる。   Specifically, a belt-like cross-sectional line (light cutting plane / light ring 26) is formed by the annular laser beam 25 irradiated from the light emitting element 21 to the hole wall inner surface 70 through the conical mirror 22 or the like. The cross-sectional line (light cutting plane / light ring 26) is photographed by the imaging device of the imaging device 23, the coordinates formed on the hole wall inner surface 70 are calculated, and the cross-sectional line (light cutting plane / The shape of the light ring 26) can be obtained. Then, by moving the measuring means 20 along the longitudinal direction of the hole wall inner surface 70, the cross-sectional line (light cutting surface) continues to the longitudinal direction of the hole wall inner surface 70, and the shape is measured over the entire hole wall inner surface 70. can do. The imaging interval in the circumferential direction and the longitudinal direction of the hole wall inner surface 70 can be set as appropriate according to the inner diameter of the hole, the required measurement accuracy, and the like.

<表示手段>
表示手段50は、形状演算手段42における演算結果を表示するための装置であり、例えば、パーソナルコンピュータ40に付帯した液晶ディスプレイにより構成することができる。すなわち、形状演算手段42における演算結果(孔壁内面70の形状)は、液晶ディスプレイの表示画面に表示される。また、プリンタ等の印刷手段により、演算結果(孔壁内面70の形状)を印刷してもよい。
<Display means>
The display unit 50 is a device for displaying the calculation result in the shape calculation unit 42, and can be configured by, for example, a liquid crystal display attached to the personal computer 40. That is, the calculation result (the shape of the hole wall inner surface 70) in the shape calculation means 42 is displayed on the display screen of the liquid crystal display. The calculation result (the shape of the hole wall inner surface 70) may be printed by a printing means such as a printer.

<報知手段>
報知手段43は、形状演算手段42における演算結果が、予め設定した凹凸度以下の場合に、目粗し処理が不十分である旨を報知するためのプログラム及び装置からなる。報知手段43は、どのような構成であってもよいが、例えば、表示手段50における形状表示において、該当箇所(凹凸度が設定値以下の箇所)を通常とは異なる表示色(例えば赤色)で表示すればよい。
<Informing means>
The notifying unit 43 includes a program and a device for notifying that the roughening process is insufficient when the calculation result in the shape calculating unit 42 is equal to or less than a preset unevenness degree. The notification unit 43 may have any configuration. For example, in the shape display on the display unit 50, the corresponding part (the part where the degree of unevenness is a set value or less) is displayed in a display color (for example, red) that is different from the normal one. Show it.

<再目粗し指示手段>
再目粗し指示手段44は、報知手段43により目粗し処理が不十分である旨の報知が行われた場合に、当該目粗し処理が不十分な範囲において、目粗しビット180を駆動して目粗し処理を行うためのプログラムからなる。この再目粗し指示手段44を設ける場合に、測定手段20を取り付けたコアチューブ160の先端側又は基端側の少なくとも一方に、孔壁内面70の目粗し処理を行うための目粗しビット180を取り付けてもよい。
<Roughening instruction means>
The re-roughening instructing means 44 sets the roughening bit 180 within a range where the roughening process is insufficient when the notification means 43 notifies that the roughening process is insufficient. It consists of a program for driving and roughing processing. When the re-roughening instructing means 44 is provided, the roughening for performing the roughening process on the inner surface 70 of the hole wall on at least one of the distal end side or the proximal end side of the core tube 160 to which the measuring means 20 is attached. A bit 180 may be attached.

なお、測定手段20及び目粗しビット180を同時に取り付けると、測定手段20における計測が不正確となったり、最悪の場合、測定手段20が故障したりする可能性もある。したがって、孔壁内面70の形状計測を行った後に、コアチューブ160の先端部に取り付けた測定手段20に代えて目粗しビット180を取り付け、取得したデータに基づいて、目粗し処理が不十分である箇所に対して、再度、自動的に目粗し処理を行うことが好ましい。この場合、目粗し処理が不十分な箇所は、形状演算手段42における演算結果で座標情報として特定することができる。   If the measuring means 20 and the coarse bit 180 are attached at the same time, the measurement by the measuring means 20 may be inaccurate, or in the worst case, the measuring means 20 may break down. Therefore, after measuring the shape of the hole wall inner surface 70, the roughening bit 180 is attached instead of the measuring means 20 attached to the tip of the core tube 160, and the roughening process is not performed based on the acquired data. It is preferable that the roughening process is automatically performed again on the sufficient portion. In this case, a portion where the roughening process is insufficient can be specified as coordinate information by the calculation result in the shape calculation means 42.

<落下防止ストッパー>
本実施形態の測定手段20は、精密な光学センサーであるため、衝撃を与えないようにする必要がある。そこで、本実施形態では、コアチューブ160に落下防止ストッパー161を取り付けることが好ましい。この落下防止ストッパー161は、例えば、コアチューブ160の外周面から外方へ向かって突出する棒状の部材であり、孔の開口部の外面に接触することにより、それ以上、コアチューブ160が孔内へ進入できない構成となっている。
<Fall prevention stopper>
Since the measuring means 20 of this embodiment is a precise optical sensor, it is necessary not to give an impact. Therefore, in this embodiment, it is preferable to attach the fall prevention stopper 161 to the core tube 160. The fall prevention stopper 161 is, for example, a rod-like member that protrudes outward from the outer peripheral surface of the core tube 160, and the core tube 160 is further moved into the hole by contacting the outer surface of the opening of the hole. It cannot be entered.

なお、落下防止ストッパー161を取り付ける位置は、孔の深さに応じて、測定手段20の先端部が孔底に接触しないように設定する。また、落下防止ストッパー161は、例えば、コアチューブ160の外周面に設けたネジ穴にネジ込む構成とすることができ、この場合には、孔径に応じて長さの異なる落下防止ストパーを交換して使用することにより、確実にコアチューブ160が孔内へ進入することを防止できる。   The position at which the fall prevention stopper 161 is attached is set so that the tip of the measuring means 20 does not contact the bottom of the hole according to the depth of the hole. The fall prevention stopper 161 can be configured to be screwed into a screw hole provided on the outer peripheral surface of the core tube 160, for example. In this case, the fall prevention stoppers having different lengths are exchanged according to the hole diameter. By using these, the core tube 160 can be reliably prevented from entering the hole.

<目粗し処理状態の計測>
コンクリート構造物110に対して耐震補強等の補強工事を行う際には、コンクリート構造物110にアンカー120等を用いて削孔装置100を固定する。そして、コアチューブ160の先端部に削孔ビット(図示せず)を取り付け、モータ150を駆動して削孔ビット(コアチューブ160)を回転させるとともに、進退機構を駆動して削孔ビットをコンクリート構造物110に対して略直角方向に移動させることにより、所望の深さの孔を掘削する。その後、コアチューブ160の先端部に取り付けた削孔ビットを目粗しビット180に交換し、モータ150を駆動して目粗しビット180(コアチューブ160)を回転させるとともに、進退機構を駆動して目粗しビット180をコンクリート構造物に対して略直角方向に移動させることにより、孔壁内面70に対して目粗し処理を施す(目粗し面71を形成する)。
<Measurement of roughening treatment state>
When performing reinforcement work such as seismic reinforcement on the concrete structure 110, the drilling device 100 is fixed to the concrete structure 110 using an anchor 120 or the like. Then, a drill bit (not shown) is attached to the tip of the core tube 160, the motor 150 is driven to rotate the drill bit (core tube 160), and the advance / retreat mechanism is driven to put the drill bit into the concrete. A hole having a desired depth is excavated by moving the structure 110 in a direction substantially perpendicular to the structure 110. Thereafter, the drilling bit attached to the tip of the core tube 160 is replaced with a roughing bit 180, the motor 150 is driven to rotate the roughing bit 180 (core tube 160), and the advance / retreat mechanism is driven. The roughening bit 180 is moved in a direction substantially perpendicular to the concrete structure, so that the roughening treatment is performed on the inner surface 70 of the hole wall (the roughening surface 71 is formed).

目粗し処理が完了した後に、削孔装置100の一部を利用して孔壁内面形状の計測装置10を構成する。この際、コアチューブ160の先端部に測定手段20を取り付け、移動手段を駆動し、測定手段20を孔壁内面70に沿って長手方向に移動させることにより、孔壁内面70(目粗し面71)の形状を計測する。すなわち、上述したように、発光素子21から円錐ミラー22等を介して孔壁内面70に照射された円環状のレーザー光25により帯状の断面線(光切断面/光リング26)を形成し、この断面線(光切断面/光リング26)を撮像装置23の撮像素子で撮影して、所定の演算処理を行うことにより、孔壁内面70(目粗し面71)の形状を計測する。   After the roughening process is completed, the hole wall inner surface shape measuring device 10 is configured using a part of the hole drilling device 100. At this time, the measuring means 20 is attached to the distal end portion of the core tube 160, the moving means is driven, and the measuring means 20 is moved in the longitudinal direction along the inner surface 70 of the hole wall. 71) is measured. That is, as described above, a band-like cross-sectional line (light cutting plane / light ring 26) is formed by the annular laser beam 25 irradiated from the light emitting element 21 to the hole wall inner surface 70 through the conical mirror 22 or the like. The shape of the hole wall inner surface 70 (roughening surface 71) is measured by photographing this cross-sectional line (light cutting surface / light ring 26) with the imaging device of the imaging device 23 and performing a predetermined calculation process.

孔壁内面70(目粗し面71)の形状は、表示手段50の表示画面に表示されるので、作業者は、孔壁内面70の目荒し状態を把握することができる。この際、孔壁内面70(目粗し面71)の目粗し状態は、立体的に表示されるので、孔壁内面70(目粗し面71)の形状を直感的に認識することができる。   Since the shape of the hole wall inner surface 70 (roughening surface 71) is displayed on the display screen of the display means 50, the operator can grasp the roughened state of the hole wall inner surface 70. At this time, since the coarse state of the hole wall inner surface 70 (rough surface 71) is displayed in three dimensions, the shape of the hole wall inner surface 70 (rough surface 71) can be intuitively recognized. it can.

10 孔壁内面形状の計測装置
20 測定手段
21 発光素子
22 円錐ミラー
23 撮像装置
24 レーザー駆動回路
25 レーザー光
26 光リング
27 イメージプロセッサ
30 測定手段支持部材
31 ステッピングモータ
40 パーソナルコンピュータ
41 移動距離計測手段
42 形状演算手段
43 報知手段
44 再目粗し指示手段
50 表示手段
60 コアチューブ保持部
70 孔壁内面
71 目粗し面
100 削孔装置
110 コンクリート構造物
120 アンカー
130 ベース部材
140 案内部材
141 案内雄ネジ部
150 モータ
151 筐体
160 コアチューブ
161 落下防止ストッパー
170 モータ支持部材
171 進退雌ネジ部
172 回転ハンドル
180 目粗しビット
190 接続ケーブル
DESCRIPTION OF SYMBOLS 10 Measuring device of hole wall inner surface shape 20 Measuring means 21 Light emitting element 22 Conical mirror 23 Imaging device 24 Laser drive circuit 25 Laser light 26 Optical ring 27 Image processor 30 Measuring means support member 31 Stepping motor 40 Personal computer 41 Moving distance measuring means 42 Shape calculation means 43 Notification means 44 Re-roughening instruction means 50 Display means 60 Core tube holding part 70 Hole wall inner surface 71 Roughening surface 100 Drilling device 110 Concrete structure 120 Anchor 130 Base member 140 Guide member 141 Guide male screw Part 150 Motor 151 Case 160 Core tube 161 Fall prevention stopper 170 Motor support member 171 Advance / Retreat female screw part 172 Rotating handle 180 Roughing bit 190 Connection cable

Claims (3)

コンクリート構造物に削孔された孔壁内面の目粗し処理の状態を計測するための計測装置であって、
コンクリート構造物に固定された削孔装置のコアチューブの先端部分に取り付け可能な測定手段と、
前記測定手段を、前記孔壁内面の長手方向に沿って移動させる移動手段と、
前記測定手段の移動距離を計測する移動距離計測手段と、
前記測定手段及び前記移動距離計測手段からの計測信号を受信して所定の演算処理を行うことにより前記孔壁内面の凹凸形状を求める形状演算手段と、
前記形状演算手段における演算結果を表示する表示手段とを備え、
前記測定手段は、前記孔壁内面に対して円環状にレーザー光を照射する照射部と、前記孔壁内面に形成されたレーザー光像を撮影する撮像部とを含むことを特徴とする孔壁内面形状の計測装置。
A measuring device for measuring the state of roughening treatment on the inner surface of a hole wall drilled in a concrete structure,
Measuring means attachable to the tip of the core tube of the drilling device fixed to the concrete structure;
Moving means for moving the measuring means along the longitudinal direction of the inner surface of the hole wall;
A moving distance measuring means for measuring a moving distance of the measuring means;
A shape calculating means for obtaining a concavo-convex shape of the inner surface of the hole wall by receiving measurement signals from the measuring means and the moving distance measuring means and performing a predetermined calculation process;
Display means for displaying the calculation result in the shape calculation means,
The measurement means includes an irradiation unit that irradiates laser light in an annular shape with respect to the inner surface of the hole wall, and an imaging unit that captures a laser light image formed on the inner surface of the hole wall. Measuring device for internal shape.
前記形状演算手段における演算結果が、予め設定した凹凸度以下の場合に、目粗し処理が不十分である旨を報知する報知手段を備えたことを特徴とする請求項1に記載の孔壁内面形状の計測装置。   2. The hole wall according to claim 1, further comprising a notifying unit that notifies that the roughening process is insufficient when a calculation result in the shape calculating unit is equal to or less than a preset unevenness degree. Measuring device for internal shape. 前記報知手段により目粗し処理が不十分である旨の報知が行われた場合に、当該目粗し処理が不十分な範囲において、目粗しビットを駆動させて目粗し処理を行う再目粗し指示手段を備えたことを特徴とする請求項1又は2に記載の孔壁内面形状の計測装置。   When the notification means notifies that the roughening process is insufficient, the coarsening process is performed by driving the coarsening bit in a range where the roughening process is insufficient. 3. The measuring device for shape of an inner surface of a hole wall according to claim 1, further comprising a roughening instruction means.
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015045193A (en) * 2013-08-29 2015-03-12 前田建設工業株式会社 Method for fixing reinforcing-bar to concrete structure
CN107101599A (en) * 2017-06-29 2017-08-29 亿信标准认证集团四川有限公司 Equipment for detecting wall leveling degree
KR102064131B1 (en) * 2019-08-13 2020-01-08 한전케이피에스 주식회사 Device for inspecting screw thread of stud hole
EP3789027A1 (en) 2015-01-13 2021-03-10 Kyoto University Bosutinib, sunitinib, tivozanib, imatinib, nilotinib, rebastinib or bafetinib for preventing and/or treating amyotrophic lateral sclerosis

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JPH02193006A (en) * 1989-01-20 1990-07-30 Okumura Corp Measurement of section for internal hollow
JP2009115586A (en) * 2007-11-06 2009-05-28 Maeda Corp Apparatus and method for irregularity measurement

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JPH02193006A (en) * 1989-01-20 1990-07-30 Okumura Corp Measurement of section for internal hollow
JP2009115586A (en) * 2007-11-06 2009-05-28 Maeda Corp Apparatus and method for irregularity measurement

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015045193A (en) * 2013-08-29 2015-03-12 前田建設工業株式会社 Method for fixing reinforcing-bar to concrete structure
EP3789027A1 (en) 2015-01-13 2021-03-10 Kyoto University Bosutinib, sunitinib, tivozanib, imatinib, nilotinib, rebastinib or bafetinib for preventing and/or treating amyotrophic lateral sclerosis
CN107101599A (en) * 2017-06-29 2017-08-29 亿信标准认证集团四川有限公司 Equipment for detecting wall leveling degree
KR102064131B1 (en) * 2019-08-13 2020-01-08 한전케이피에스 주식회사 Device for inspecting screw thread of stud hole

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