JPH05256032A - Controlling method for operation of multiple core drill - Google Patents

Controlling method for operation of multiple core drill

Info

Publication number
JPH05256032A
JPH05256032A JP9002192A JP9002192A JPH05256032A JP H05256032 A JPH05256032 A JP H05256032A JP 9002192 A JP9002192 A JP 9002192A JP 9002192 A JP9002192 A JP 9002192A JP H05256032 A JPH05256032 A JP H05256032A
Authority
JP
Japan
Prior art keywords
core
bit
core drill
drilling
concrete wall
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.)
Pending
Application number
JP9002192A
Other languages
Japanese (ja)
Inventor
Kojiro Kawaguchi
浩二郎 川口
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.)
Hitachi Kiden Kogyo Ltd
Original Assignee
Hitachi Kiden Kogyo Ltd
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 Hitachi Kiden Kogyo Ltd filed Critical Hitachi Kiden Kogyo Ltd
Priority to JP9002192A priority Critical patent/JPH05256032A/en
Publication of JPH05256032A publication Critical patent/JPH05256032A/en
Pending legal-status Critical Current

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  • Working Measures On Existing Buildindgs (AREA)
  • Processing Of Stones Or Stones Resemblance Materials (AREA)

Abstract

PURPOSE:To raise the efficiency of operation by a method in which the operation of a multiple core drill for core-drawing operations is controlled according to the condition of wall on the drilling position. CONSTITUTION:A rotary plate-fixing base 1 to be fixed by an anchor bolt 2 to the drill center and attraction metal plate 15 to support the reaction of the core drill on the periphery of the base 1 are attached to the concrete wall on the drilling position. A core-drawing operation is made by using a multiple- type core drill in which a core drill is provided to the tip of a slewing frame 6 to be fixed to the metal plate 15 on a setting position and supported rotatably by the support shaft of the base 1, where a rotary bit 10 is pressed on the concrete wall for drilling by a preset pressing force. When an excessive load beyond a set value is applied to the bit 10 during the core-drawing operation, the times of the excessive load are counted and reach a set times, the bit 10 is separated from the concrete wall to restore it to a waiting position for the next drilling operation. The core drill can thus be protected and the core- drawing operation can be automatically made.

Description

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

【0001】[0001]

【産業上の利用分野】本発明はコンクリート製の壁面、
あるいは床面に大口径の穴を、その外周部に多数の小径
孔を内周方向に隣接して穿孔する際に用いる多連式コア
ドリルを壁体中の埋設鉄筋等を避けて穿孔するように、
その運転を制御する方法に関するものである。
The present invention relates to a concrete wall surface,
Or a large diameter hole on the floor surface, and a small number of small diameter holes on the outer peripheral part of the multiple core core drill to be used adjacently in the inner peripheral direction so as to avoid the embedded reinforcing bars in the wall etc. ,
It relates to a method of controlling the operation.

【0002】[0002]

【従来の技術】ポンプ室内におけるコンクリート壁や床
面に大口径の穴をあける場合、ブレーカを用いて穿孔部
所のコンクリート壁、または床を破砕している。しかし
このコンクリート壁や建屋の他部にも振動が伝達され、
このためコンクリート壁や床に亀裂が生じる欠点があ
る。このため、最近ではブレーカの代わりにコアドリル
を用いて大口径の穴の外周方向の多数の小径孔を隣接穿
孔し、この小径孔に囲まれた部分を切りとるようにして
取り除いて穿孔する工法が採用されている。
2. Description of the Related Art When a large-diameter hole is formed in a concrete wall or a floor surface in a pump room, a breaker is used to crush the concrete wall or floor at the hole. However, vibration is transmitted to this concrete wall and other parts of the building,
For this reason, there is a defect that cracks occur in the concrete wall and floor. For this reason, recently, a core drill has been used instead of a breaker, and a large number of small diameter holes in the outer peripheral direction of a large diameter hole are formed adjacent to each other. Has been done.

【0003】[0003]

【発明が解決しようとする課題】従来のコアドリルは穿
孔する小口径の口径に合わせて複数個のコアドリル単体
を用い、かつコアドリルを穿孔位置にそれぞれコンクリ
ート壁や床にアンカーボルト等を用いて固定し、穿孔作
業を行い、この穿孔、すなわち1つのコア抜きが終わる
と、このコアドリル単体を隣接の穿孔位置へ移動し、再
びアンカーボルト等にて固定して、周囲方向に順次、固
定・移動を繰り返して穿孔するので、壁体中に、かつ穿
孔位置に鉄筋などが埋設されていると穿孔不能となり、
作業能率の悪いものとなっている。
A conventional core drill uses a plurality of core drills alone according to the small diameter of a hole to be drilled, and fixes the core drills at the drilling positions to concrete walls or floors using anchor bolts or the like. , Drilling work is performed, and when this drilling, that is, one core removal is completed, move this core drill unit to an adjacent drilling position, fix it again with anchor bolts, etc., and repeat fixing and moving sequentially in the circumferential direction. Since it is perforated with holes, if reinforcing bars are embedded in the wall at the perforation position, it becomes impossible to perforate,
The work efficiency is poor.

【0004】本発明はコア抜き作業において多連式コア
ドリルを穿孔位置の壁体状況に応じて、その運転を制御
して、その作業の効率を図ることを目的とする。
It is an object of the present invention to control the operation of a multiple core drill in core removal work in accordance with the wall condition at the drilling position to improve the work efficiency.

【0005】[0005]

【課題を解決するための手段】本発明は上記目的を達成
するためになしたもので、穿孔位置のコンクリート壁面
に、その穿孔中心にアンカーボルトにて固定される回転
板取付ベースと、この取付ベースの外周でコアドリルの
反力を支持する吸着金属板とを固定し、かつ前記取付ベ
ースの支軸にて旋回可能に支持され、固着手段にて前記
吸着金属板に設定位置で固定するようになした旋回フレ
ーム先端にコアドリルを設けてなる多連式コアドリルを
用いてコア抜き作業をする場合において、コンクリート
壁面に対し、予め設定した押圧力で回転するビットを押
圧して穿孔すると共に、この穿孔作業時、ビットに設定
値以上の過負荷がかかった時、この過負荷回数をカウン
トし、これが設定回数に達するとビットをコンクリート
壁より離間して待機位置へ戻し、次位の穿孔作業を開始
するようにし、コアドリルを保護し、自動的にコア抜き
作業を行うことを要旨とする。
SUMMARY OF THE INVENTION The present invention has been made to achieve the above object, and a rotary plate mounting base fixed to a concrete wall surface at a drilling position by an anchor bolt at the center of the drilling hole, and this mounting. The adsorption metal plate that supports the reaction force of the core drill is fixed on the outer periphery of the base, and is pivotally supported by the support shaft of the mounting base, and is fixed to the adsorption metal plate at the set position by the fixing means. When performing core removal work using a multiple core drill with a core drill provided at the tip of the revolving frame, a rotating bit is pressed against a concrete wall surface with a preset pressing force to punch the When the bit is overloaded more than the set value during work, the number of overloads is counted, and when it reaches the set number, the bit is separated from the concrete wall and waits. Back to the position, so as to initiate the drilling operation of the next order to protect the core drill, automatically summarized in that performing cored work.

【0006】[0006]

【作用】先端にコアドリルと固着手段を備えた旋回フレ
ームをコンクリート面に先付固定した取付ベースに旋回
可能に支持させ、この旋回フレームを固着手段にてコン
クリート面に固定した吸着金属板に設定位置で固定でき
るため、コア抜き作業においてコアドリルの移動が容易
となり、かつコアドリルの固定も簡易に、かつ確固に行
えると共に、コアドリルを精度よく同一円周上に移動し
てコア抜き孔を整列配設できる。
[Operation] A turning frame having a core drill and a fixing means at its tip is rotatably supported by a mounting base which is fixed in advance on a concrete surface, and the turning frame is set at an adsorbing metal plate fixed to the concrete surface by the fixing means. The core drill can be easily moved during core removal work, and the core drill can be easily and firmly fixed, and the core drills can be accurately moved on the same circumference to align the core removal holes. ..

【0007】[0007]

【実施例】以下本発明多連式コアドリルの運転制御方法
に用いる多連式コアドリルを図1,図2の実施例に基づ
いて説明する。図1,図2において1はコンクリート
壁、または床の大口径に穿孔する穴の中心位置に複数本
のアンカーボルト2にて、コンクリート壁等に予め固定
する回転板取付ベースで、比較的小形の円形・角形等の
外形を有し、中央に回転支軸となるボルト3を突設す
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A multiple core drill used in an operation control method for a multiple core drill of the present invention will be described below with reference to the embodiments shown in FIGS. In FIGS. 1 and 2, 1 is a concrete wall, or a rotary plate mounting base that is fixed in advance to a concrete wall or the like with a plurality of anchor bolts 2 at the center position of a hole drilled in a large diameter of the floor, which is of a relatively small size. It has an outer shape such as a circular shape or a square shape, and a bolt 3 that serves as a rotation support shaft is provided in the center of the projecting piece.

【0008】回転板取付ベース1の中心板に突出したボ
ルト3には、回転板4を嵌合し、この回転板をボルト3
を中心として、その周回方向の設定角度にて固定できる
よう、締付具5を螺着し、この締付具5にて回転板4を
挟持固定するようになすと共に、この回転板4を旋回フ
レーム6の中央部にボルトにて固定する。この旋回フレ
ーム6は2本のアングル材を平行に配し、横桟を架け渡
して一体としたもので、必要に応じて伸縮調整可能なよ
うに構成する。
The rotating plate 4 is fitted to the bolt 3 projecting from the center plate of the rotating plate mounting base 1, and the rotating plate 4 is attached to the bolt 3.
A fastening tool 5 is screwed so that it can be fixed at a set angle in the orbiting direction, and the rotary plate 4 is clamped and fixed by the fastening tool 5, and the rotary plate 4 is swung. It is fixed to the center of the frame 6 with bolts. The revolving frame 6 is formed by arranging two angle members in parallel and bridging a horizontal rail so as to be integrated, and is configured to be adjustable in expansion and contraction as needed.

【0009】そしてこの旋回フレーム6の先端にコアド
リル取付台7,7をボルトにて取り付けるが、この場
合、旋回フレーム6の両端位置のコアドリル取付台7,
7はボルト3を中心軸として旋回フレーム6が旋回運動
をする際、両取付台7,7は同一半径の軌跡を描くよう
になす。
The core drill mounts 7, 7 are attached to the tip of the revolving frame 6 with bolts. In this case, the core drill mounts 7, 7 are located at both ends of the revolving frame 6.
When the turning frame 6 makes a turning motion with the bolt 3 as a central axis, both mounting bases 7 and 7 draw a locus having the same radius.

【0010】コアドリル取付台7の上面にはそれぞれ支
柱8を樹立し、この支柱8に摺動し、設定位置で固定で
きるようにして昇降フレーム9を支持し、この昇降フレ
ーム9にコア抜きを行うビット10と、このビット10
を駆動するモータ11と、昇降フレーム9を支柱8に沿
って移動(昇降)させる移動用モータ12とを備える。
A pillar 8 is established on the upper surface of the core drill mount 7, and a lifting frame 9 is supported so that the pillar 8 can be slid on the pillar 8 and fixed at a set position, and a core is removed from the lifting frame 9. Bit 10 and this bit 10
And a moving motor 12 for moving (elevating) the elevating frame 9 along the column 8.

【0011】さらにコアドリル取付台7の両側部下面に
は電磁石13を1または2以上備え、旋回フレーム、そ
の他に設けたスイッチ14の操作にて電磁石13に通電
して励磁するようになす。この電磁石13の鉄心による
吸着力は穿孔するコンクリート壁面に向かうようにし、
この電磁石13と対向して、ドーナツ型の励磁性の吸着
金属板15をコンクリート壁Wに取り付ける。
Further, one or two or more electromagnets 13 are provided on the lower surfaces of both sides of the core drill mounting base 7 so that the electromagnets 13 are energized and excited by the operation of the switch 14 provided on the revolving frame or the like. The attracting force of the iron core of the electromagnet 13 is directed toward the concrete wall surface to be drilled,
A donut-shaped magnetically attracting adsorbing metal plate 15 is attached to the concrete wall W so as to face the electromagnet 13.

【0012】吸着金属板15は旋回フレーム6の先端に
取り付けられたビット10が該フレームと共に、ボルト
3を中心として間歇的に旋回する際、描く円周に近接し
た小径のドーナツ型円板で、これは2または3以上に分
割して円弧状としたものを継いで所要の円形となり、ア
ンカーボルト16にてコンクリート壁Wに固定する。
The adsorbing metal plate 15 is a donut-shaped disc having a small diameter which is close to the circumference drawn when the bit 10 attached to the tip of the revolving frame 6 reciprocally revolves around the bolt 3 together with the frame. This is divided into two or more and divided into two or more arc-shaped ones to form a required circular shape, which is fixed to the concrete wall W by the anchor bolts 16.

【0013】昇降フレーム9、モータ11、ビット10
にて構成されるコアドリルのビットにてコンクリート壁
を穿孔する際、この反力を昇降フレーム・支柱を介して
コアドリル取付台・旋回フレームに受ける。この反力に
対してもビット先端がコンクリート面に所要圧で押圧接
されるようにして電磁石による吸着力が定められている
が、この電磁石を補うようにして断面コ字形をした固着
金具17を用いることもできる。
Lifting frame 9, motor 11, bit 10
When drilling a concrete wall with the bit of the core drill, the reaction force is received by the core drill mounting base and the turning frame via the lifting frame and the columns. Even with respect to this reaction force, the adsorption force by the electromagnet is determined so that the tip of the bit is pressed against the concrete surface at a required pressure, but a fixing bracket 17 having a U-shaped cross section is provided to supplement this electromagnet. It can also be used.

【0014】上述の如く構成された多連式コアドリルを
用いて大口径の穴をコンクリート壁、または床に穿孔す
る運転制御方法について、以下図3に基づいて説明す
る。まず穿孔する穴の中心位置に回転板取付ベース1
を、そしてその外周に吸着金属板15をそれぞれアンカ
ーボルト2,16を介して固定する。次いで、回転板取
付ベース1上に旋回フレーム6を配設する。この時、旋
回フレームに固定された回転板4の中心にボルト3を貫
通し、このボルト3に締付具5を螺着し、電磁石13の
励磁、または固着金具17、あるいはこの双方の作用に
て旋回フレーム6を所定の角度に固定した後、モータ1
2にて昇降フレーム9をコンクリート面に所要圧で圧着
しつつ、ビット10をモータ11にて駆動させて穿孔す
る。
An operation control method for drilling a large diameter hole in a concrete wall or floor using the multiple core drill constructed as described above will be described below with reference to FIG. First, attach the rotating plate mounting base 1 to the center of the hole to be drilled.
, And the adsorbing metal plate 15 is fixed to the outer periphery thereof via anchor bolts 2 and 16, respectively. Next, the revolving frame 6 is arranged on the rotary plate mounting base 1. At this time, the bolt 3 is passed through the center of the rotary plate 4 fixed to the swivel frame, and the fastening tool 5 is screwed onto the bolt 3 to excite the electromagnet 13 or the fixing metal fitting 17, or both of them. After fixing the revolving frame 6 to a predetermined angle, the motor 1
In step 2, the elevating frame 9 is pressure-bonded to the concrete surface with a required pressure, and the bit 10 is driven by the motor 11 to punch.

【0015】この多連式コアドリルをスタートさせる
時、ビット先端に冷却水がかかるように冷却水放出用の
電磁弁を開き、ビットを回転させる。そして予め定めた
一定時間を準備運動とし、この準備のための一定時間が
経過した時、ビット10を昇降フレームによってコンク
リート壁面に向かって所要圧にて押圧接してコア抜きを
開始する。このようにしてビットをコンクリート壁に押
圧しつつ、ビットの回動にて穿孔される。そしてこの回
動するビットに、埋設された鉄筋や石などが接触すると
ビットの回動するモータに設定値以上の負荷がかかる。
When starting the multiple core drill, the electromagnetic valve for discharging the cooling water is opened so that the cooling water is applied to the tip of the bit, and the bit is rotated. Then, a predetermined fixed time is set as a preparatory exercise, and when a predetermined time for this preparation has elapsed, the bit 10 is pressed against the concrete wall surface with a required pressure by the elevating frame to start core removal. In this way, while the bit is pressed against the concrete wall, it is perforated by the rotation of the bit. When the embedded rebar or stone contacts the rotating bit, the rotating motor of the bit is loaded with a load larger than the set value.

【0016】ビットの負荷が設定値以上に大きくなった
らビットの回転速度を予め定めた低速回転に切り換えて
運転し、負荷が設定値以下になるとビットを定格回転さ
せる。そしてこのビットの定格回転中に再び過負荷にな
ったかどうかを検出する。
When the load of the bit becomes larger than the set value, the rotation speed of the bit is switched to a predetermined low speed rotation to operate, and when the load becomes less than the set value, the bit is rotated at the rated speed. Then, it is detected whether the overload has occurred again during the rated rotation of this bit.

【0017】この時、過負荷になったなら過負荷回数を
カウントし、ビットの回転を停止させる。そして過負荷
回数が設定回数になったかどうかを検知し、過負荷回数
が設定回数にならなければビットを一定時間上昇させ、
再び押圧してビットを再回転してコア抜き作業運転を続
行する。
At this time, if an overload occurs, the number of overloads is counted and the bit rotation is stopped. Then, it detects whether the number of overloads reaches the set number, and if the number of overloads does not reach the set number, raise the bit for a certain period of time,
Press again to re-rotate the bit and continue the core removal work operation.

【0018】前記荷負荷回数が設定回数に達すると、冷
却水用電磁弁を閉じ、警報を発し、必要に応じてビット
を上昇停止し、穿孔作業続行を不可能なことを検知せし
める。
When the number of load times reaches the set number, the electromagnetic valve for cooling water is closed, an alarm is issued, the bit is lifted and stopped if necessary, and it is detected that it is impossible to continue drilling work.

【0019】ビットの定格運転がビット下降開始、すな
わちコンクリート壁面に押圧してから予め定めた一定時
間経過したら、過負荷回数をリセットし、またビット運
転開始から一定時間経過していないとビットの定格運転
を続行し、設定位置までビットを貫通したかどうかを検
知する。設定位置まで貫通したことを検知すると、コア
抜きが完了したのでビット回転を停止し、冷却水用電磁
弁を閉じ、ビットを上昇、すなわちコンクリート壁面よ
り離間させ、待機位置まで戻し、一つのコア抜き作業を
完了する。
When the rated operation of the bit starts descent of the bit, that is, when a predetermined time has elapsed after pressing the concrete wall surface, the number of overloads is reset, and when the constant time has not elapsed from the start of the bit operation, the bit is rated. Continue the operation and detect whether the bit has penetrated to the set position. When it detects that it has penetrated to the set position, core removal is completed, so the bit rotation is stopped, the cooling water solenoid valve is closed, the bit is raised, that is, separated from the concrete wall surface, returned to the standby position, and one core is removed. Complete the work.

【0020】このようにしてコンクリート壁がビットに
て貫通されると、ビットを後退させて旋回フレーム6を
取付ベースに対し、固持を解除して旋回可能とする。そ
してビット径、あるいは予め定めた間隔を一ピッチとし
て旋回フレームを一ピッチのみ、すなわち図1に示すよ
うに旋回させて再び固定し、ビットを駆動して次の穿孔
を行う。このように順次穿孔し、大口径の穴の周囲に沿
って多数の小口径を隣接して穿孔し、その内部のコンク
リートを切り取るようにしてあけるようになすものであ
When the concrete wall is penetrated by the bit in this way, the bit is retracted and the swivel frame 6 is released from the mounting base to be swivelable. Then, with the bit diameter or a predetermined interval as one pitch, the swivel frame is swung for only one pitch, that is, swiveled and fixed again as shown in FIG. 1, and the bit is driven to perform the next punching. In this way, the holes are successively drilled, a large number of small holes are adjacently drilled along the periphery of the hole of large diameter, and the concrete inside is cut off to open.

【0021】[0021]

【発明の効果】本発明多連式コアドリルの運転制御方法
はコンクリート壁面をビットを回転させて穿孔する際、
ビットが過負荷になり、この過負荷回数が設定数以上に
達するとビットを上昇させて穿孔作業を中止するように
なし、別の位置を穿孔するようにしているため、コアド
リルを保護し、かつ自動運転にて大口径の穴を穿孔でき
る利点を有する。
The operation control method of the multiple core drill according to the present invention, when drilling a concrete wall surface by rotating a bit,
When the bit is overloaded and the number of overloads reaches the set number or more, the bit is raised to stop the drilling work, and the drilling is performed at another position, thus protecting the core drill, and It has an advantage that a large-diameter hole can be drilled by automatic operation.

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

【図1】本発明多連式コアドリルの平面図である。FIG. 1 is a plan view of a multiple core drill of the present invention.

【図2】同正面図である。FIG. 2 is a front view of the same.

【図3】本発明多連式コアドリルを用いてコア抜き作業
をする際の制御フロー図である。
FIG. 3 is a control flow chart when core removal work is performed using the multiple core drill of the present invention.

【符号の説明】[Explanation of symbols]

1 回転板取付ベース 2 アンカーボルト 3 支軸となるボルト 4 回転板 6 旋回フレーム 7 コアドリル取付台 10 ビット 13 電磁石 15 吸着金属板 1 Rotating plate mounting base 2 Anchor bolts 3 Bolts serving as a spindle 4 Rotating plate 6 Revolving frame 7 Core drill mounting base 10 Bit 13 Electromagnet 15 Adsorption metal plate

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 穿孔位置のコンクリート壁面に、その穿
孔中心にアンカーボルトにて固定される回転板取付ベー
スと、この取付ベースの外周でコアドリルの反力を支持
する吸着金属板とを固定し、かつ前記取付ベースの支軸
にて旋回可能に支持され、固着手段にて前記吸着金属板
に設定位置で固定するようになした旋回フレーム先端に
コアドリルを設けてなる多連式コアドリルを用いてコア
抜き作業をする場合において、コンクリート壁面に対
し、予め設定した押圧力で回転するビットを押圧して穿
孔すると共に、この穿孔作業時、ビットに設定値以上の
過負荷がかかった時、この過負荷回数をカウントし、こ
れが設定回数に達するとビットをコンクリート壁より離
間して待機位置へ戻し、次位の穿孔作業を開始するよう
にし、コアドリルを保護し、自動的にコア抜き作業を行
うことを特徴とする多連式コアドリルの運転制御方法。
1. A rotating plate mounting base fixed to the concrete wall surface at the drilling position with anchor bolts at the center of the drilling, and an adsorbing metal plate supporting the reaction force of the core drill at the outer periphery of the mounting base, Also, a core is formed by using a multiple core drill which is rotatably supported by a support shaft of the mounting base and is fixed to the adsorbing metal plate at a set position by a fixing means and which is provided with a core drill at the tip of the rotating frame. In the case of punching work, the rotating bit is pressed against the concrete wall surface with a preset pressing force to punch, and at the time of this drilling work, when the bit is overloaded more than the set value, this overload Count the number of times, and when it reaches the set number of times, move the bit away from the concrete wall and return it to the standby position to start the next drilling work and keep the core drill. An operation control method for multiple core drills, which protects and automatically performs core removal work.
JP9002192A 1992-03-13 1992-03-13 Controlling method for operation of multiple core drill Pending JPH05256032A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9002192A JPH05256032A (en) 1992-03-13 1992-03-13 Controlling method for operation of multiple core drill

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9002192A JPH05256032A (en) 1992-03-13 1992-03-13 Controlling method for operation of multiple core drill

Publications (1)

Publication Number Publication Date
JPH05256032A true JPH05256032A (en) 1993-10-05

Family

ID=13987046

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9002192A Pending JPH05256032A (en) 1992-03-13 1992-03-13 Controlling method for operation of multiple core drill

Country Status (1)

Country Link
JP (1) JPH05256032A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013256052A (en) * 2012-06-12 2013-12-26 Shimizu Corp Concrete core sampling apparatus
JP2019007161A (en) * 2017-06-21 2019-01-17 東京電力ホールディングス株式会社 Drilling apparatus and drilling method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013256052A (en) * 2012-06-12 2013-12-26 Shimizu Corp Concrete core sampling apparatus
JP2019007161A (en) * 2017-06-21 2019-01-17 東京電力ホールディングス株式会社 Drilling apparatus and drilling method

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