JPH07285122A - Method of boring concrete structure matter - Google Patents

Method of boring concrete structure matter

Info

Publication number
JPH07285122A
JPH07285122A JP8065594A JP8065594A JPH07285122A JP H07285122 A JPH07285122 A JP H07285122A JP 8065594 A JP8065594 A JP 8065594A JP 8065594 A JP8065594 A JP 8065594A JP H07285122 A JPH07285122 A JP H07285122A
Authority
JP
Japan
Prior art keywords
core bit
diamond core
hole
diamond
water
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
JP8065594A
Other languages
Japanese (ja)
Inventor
Nagamichi Shigetomi
修迪 繁富
Kuniaki Kubokura
邦明 久保倉
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 Building Systems Engineering and Service Co Ltd
Hitachi Building Systems Engineering Co Ltd
Original Assignee
Hitachi Building Systems Engineering and Service Co Ltd
Hitachi Building Systems Engineering Co 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 Building Systems Engineering and Service Co Ltd, Hitachi Building Systems Engineering Co Ltd filed Critical Hitachi Building Systems Engineering and Service Co Ltd
Priority to JP8065594A priority Critical patent/JPH07285122A/en
Publication of JPH07285122A publication Critical patent/JPH07285122A/en
Pending legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28DWORKING STONE OR STONE-LIKE MATERIALS
    • B28D1/00Working stone or stone-like materials, e.g. brick, concrete or glass, not provided for elsewhere; Machines, devices, tools therefor
    • B28D1/02Working stone or stone-like materials, e.g. brick, concrete or glass, not provided for elsewhere; Machines, devices, tools therefor by sawing
    • B28D1/04Working stone or stone-like materials, e.g. brick, concrete or glass, not provided for elsewhere; Machines, devices, tools therefor by sawing with circular or cylindrical saw-blades or saw-discs
    • B28D1/041Working stone or stone-like materials, e.g. brick, concrete or glass, not provided for elsewhere; Machines, devices, tools therefor by sawing with circular or cylindrical saw-blades or saw-discs with cylinder saws, e.g. trepanning; saw cylinders, e.g. having their cutting rim equipped with abrasive particles

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Mechanical Engineering (AREA)
  • Processing Of Stones Or Stones Resemblance Materials (AREA)

Abstract

PURPOSE:To provide a method of boring a concrete structural matter which can shorten a boring operating time and moreover, even if a through hole is bored through a wall, cooling water does not flow out to the opposite side of the wall by passing through the through hole. CONSTITUTION:After a core drill device 2 is equipped with a diamond core bit 5, a recessed part is formed in a bored hole face 3a by forming a plurality of holes where nonpenetration continues while allowing a moving device 6 to water-cool its diamond core bit 5 while moving the diamond core bit 5 in the direction running along the bored hole face by the moving device 6 and then a hole penetrating through a concrete structural matter without allowing the moving device 6 to water-cool the diamond core bit 5 is formed within the recessed part.

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、ダイヤモンドコアビッ
トを用いて、コンクリート構造物体を穿孔するのに好適
なコンクリート構造物体の穿孔方法に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for perforating a concrete structural object suitable for perforating a concrete structural object using a diamond core bit.

【0002】[0002]

【従来の技術】従来、コンクリート構造物への穿孔に用
いられる穿孔装置として、穿孔するコンクリート製等の
床面にダイヤモンドコアドリルを真空吸着力を利用して
保持するような構造したものが知られ、これを図7に示
している。
2. Description of the Related Art Conventionally, as a perforating device used for perforating a concrete structure, there is known one having a structure in which a diamond core drill is held on a floor surface made of concrete or the like by utilizing a vacuum suction force, This is shown in FIG.

【0003】穿孔するコンクリート製等の床面100に
吸着固定装置101を配置し、図示しない真空ポンプに
よる真空引きの工程を経て吸着固定装置101を床面1
00に真空吸着させて固定し、その吸着固定装置101
に下端を支持固定した棒状のガイド体102を樹立し、
このガイド体102にその軸方向に移動可能な摺動部材
105を設け、この摺動部材105は、ハンドル106
の操作によってガイド体102の軸方向に沿って摺動可
能な状態と適当な支持位置に保持された状態とをとるこ
とができるように構成されている。この摺動部材105
の側方には一体的にダイヤモンドコアドリル103を支
持されており、このダイヤモンドコアドリル103のス
ピンドル103aには床面100に向かって伸びたダイ
ヤモンドコアビット103bが取り付けられている。ダ
イヤモンドコアビット103bの先端の延長部の床面1
00には、穿孔部100aを包囲した環状の水受け体1
04が配置されており、この水受け体104と床面10
0の間をパテを用いて水密的に成し、ホース受け部10
7を介してダイヤモンドコアビット103bの先端に供
給される冷却水を一時的にこの水受け体104内に溜
め、その後、図示しないホースを介して回収するように
している。
A suction fixing device 101 is arranged on a floor surface 100 made of concrete or the like to be perforated, and the suction fixing device 101 is moved to the floor surface 1 through a vacuuming process using a vacuum pump (not shown).
00 by vacuum suction and fixing, and the suction fixing device 101
Establish a rod-shaped guide body 102 whose lower end is supported and fixed to
The guide member 102 is provided with a sliding member 105 that is movable in the axial direction, and the sliding member 105 includes the handle 106.
It is configured so that it can be slid along the axial direction of the guide body 102 and held in an appropriate supporting position by the operation of. This sliding member 105
A diamond core drill 103 is integrally supported on the side of, and a diamond core bit 103b extending toward the floor surface 100 is attached to a spindle 103a of the diamond core drill 103. Floor surface 1 of the extension of the tip of the diamond core bit 103b
00 is an annular water receiver 1 that surrounds the perforated portion 100a.
04 is arranged, and this water receiving body 104 and the floor surface 10
The space between 0 is made watertight using putty, and the hose receiving portion 10
The cooling water supplied to the tip of the diamond core bit 103b via the water is temporarily stored in the water receiver 104, and then collected through a hose (not shown).

【0004】[0004]

【発明が解決しようとする課題】上述した従来の穿孔装
置は、床面100に吸着固定装置101を真空吸着させ
て固定した後、ダイヤモンドコアドリル103を作動さ
せてダイヤモンドコアビット103bにより、そのダイ
ヤモンドコアビット103bを水冷させながら、床面1
00への穿孔作業を行なうものであるため、ダイヤモン
ドコアビット103bはガイド体102に沿って上下動
するだけであり、この状態ではダイヤモンドコアビット
103bの真下に位置する床面100に、ダイヤモンド
コアビット103bによって決まる寸法の孔を1個しか
形成することができず、床面100にダイヤモンドコア
ビット103bによる複数の孔を一部重複して形成して
全体として長孔状の凹部を穿孔しようとする場合、穿孔
作業は極めて面倒で長時間を要してしまうことになる。
In the conventional perforation apparatus described above, the suction fixing apparatus 101 is vacuum-sucked and fixed to the floor surface 100, and then the diamond core drill 103 is operated to cause the diamond core bit 103b to move the diamond core bit 103b. While cooling the water with the floor 1
The diamond core bit 103b only moves up and down along the guide body 102 because it is a hole drilling work to 00, and in this state, it is determined by the diamond core bit 103b on the floor surface 100 located directly below the diamond core bit 103b. When only one hole having a size can be formed and a plurality of holes formed by the diamond core bits 103b are partially overlapped on the floor surface 100 to form a long-hole-shaped concave portion as a whole, a drilling operation is performed. Is extremely troublesome and takes a long time.

【0005】つまり、吸着固定装置101と床100と
の間の真空状態を解除し、吸着固定装置101を床面1
00から離して水平方法にずらし、その後、再度、吸着
固定装置101と床面100との間を真空引きして吸着
固定装置101を床面100に吸着固定するという一連
の作業を繰り返して行なう必要があり、複数の孔を近接
して形成する穿孔作業は極めて面倒で長時間を要してし
まう。
That is, the vacuum state between the suction fixing device 101 and the floor 100 is released, and the suction fixing device 101 is moved to the floor surface 1.
It is necessary to repeatedly perform a series of operations of shifting from 00 to a horizontal method, and then again vacuuming between the suction fixing device 101 and the floor surface 100 to fix the suction fixing device 101 to the floor surface 100 by suction. However, the drilling work for forming a plurality of holes in close proximity is extremely troublesome and takes a long time.

【0006】しかも、エレベータ乗場における壁の被穿
孔面に、車椅子用押釦ボックスを取り付けるための凹部
を形成した場合には、車椅子用押釦ボックスへの電気的
配線のために、壁を貫通する貫通孔を凹部に形成する必
要があり、この貫通孔からダイヤモンドコアビットを冷
却する水が壁を通り抜けて、塔内に流出してしまう問題
点があった。
In addition, when a recess for mounting a push-button box for wheelchairs is formed on a perforated surface of a wall in an elevator hall, a through hole penetrating the wall for electrical wiring to the push-button box for wheelchairs. Therefore, there is a problem that water for cooling the diamond core bit passes through the wall from the through hole and flows out into the tower.

【0007】本発明の目的は、上記問題点にかんがみ、
穿孔作業時間を短縮することができ、しかも、壁に貫通
孔を穿孔しても、ダイヤモンドコアドリルを冷却する水
が貫通孔を通り抜けて凹部を形成する壁の反対側に流出
することのないコンクリート構造物体の穿孔方法を提供
するにある。
In view of the above problems, an object of the present invention is to
A concrete structure that can reduce the drilling time, and that even if a through hole is drilled in the wall, the water that cools the diamond core drill does not flow through the through hole to the opposite side of the wall that forms the recess. A method of punching an object is provided.

【0008】[0008]

【課題を解決するための手段】上記目的は、コアドリル
装置と、コンクリート構造物体の被穿孔面に真空吸着に
より固定した吸着固定装置と、この吸着固定装置に取り
付けられ、しかも、前記コアドリル装置のコアビット先
端が前記被穿孔面に向かう方向に移動可能にし、かつ、
前記コアドリル装置のコアビットが前記被穿孔面に沿う
方向に移動可能にする移動装置とを備えた穿孔装置を用
いて、前記被穿孔面に連続した複数の孔を形成するコン
クリート構造物体の穿孔方法において、前記コアドリル
装置にダイヤモンドコアビットを装着した後、前記移動
装置により前記ダイヤモンドコアビットを被穿孔面に沿
う方向に移動させながら、前記ダイヤモンドコアビット
により、そのダイヤモンドコアビットを水冷させつつ被
穿孔面に、非貫通の連続する複数の孔を形成することに
よって前記被穿孔面に凹部を形成し、その後、前記ダイ
ヤモンドコアビットによりそのダイヤモンドコアビット
を水冷させないで前記コンクリート構造物体を貫通する
孔を、前記凹部内に形成したことにより、達成される。
The above object is to provide a core drill device, a suction fixing device fixed to a surface to be drilled of a concrete structure object by vacuum suction, and a core bit of the core drill device which is attached to the suction fixing device. The tip is movable in the direction toward the surface to be drilled, and
In a drilling method for a concrete structural object, wherein a core bit of the core drilling device is provided with a moving device that is movable in a direction along the surface to be drilled, and a plurality of continuous holes are formed in the surface to be drilled. After mounting the diamond core bit on the core drill device, while moving the diamond core bit by the moving device in the direction along the surface to be drilled, the diamond core bit is water-cooled to the surface to be drilled while not cooling the diamond core bit. Forming a recess in the surface to be perforated by forming a plurality of continuous holes, then, the hole through the concrete structure body without water cooling the diamond core bit by the diamond core bit, was formed in the recess This will be achieved.

【0009】[0009]

【作用】被穿孔面に吸着固定装置を真空吸着により固定
した状態で、移動装置によってコアドリル装置を、被穿
孔面に向かう方向及び被穿孔面に沿う方向に移動させな
がら、水冷しつつダイヤモンドコアビットを回転させれ
ば、被穿孔面に長孔状の凹部が形成される。この場合、
吸着固定装置を移動させる必要がないので、穿孔作業時
間が短縮する。
With the suction fixing device fixed on the surface to be drilled by vacuum suction, the diamond drill bit is moved while moving the core drill device in the direction toward the surface to be drilled and in the direction along the surface to be drilled while water cooling the diamond core bit. When rotated, a long hole-shaped recess is formed on the surface to be drilled. in this case,
Since it is not necessary to move the suction fixing device, the drilling work time is shortened.

【0010】そして長孔状の凹部に壁を貫通する貫通孔
を穿孔するには、水冷しない状態でダイヤモンドコアビ
ットを回転させることにより、凹部内に貫通孔を穿孔す
る。この場合、ダイヤモンドコアビットを冷却する水が
使われないので、冷却水が貫通孔を通り抜けて凹部を形
成した壁の反対側に流出してしまうという不具合が発生
しないとともに、凹部を形成するときに使われるダイヤ
モンドコアビットにより、そのまま貫通孔を形成するコ
アビットとして用いるので、貫通孔形成作業を短時間で
終らせることが可能である。
To form a through hole penetrating the wall in the elongated recess, the diamond core bit is rotated without water cooling to form the through hole in the recess. In this case, since water that cools the diamond core bit is not used, the problem that the cooling water flows through the through hole to the side opposite to the wall where the recess is formed does not occur, and it is used when forming the recess. Since the diamond core bit is used as a core bit for forming a through hole as it is, the through hole forming operation can be completed in a short time.

【0011】[0011]

【実施例】以下、本発明の一実施例を図1から図6に基
づき説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to FIGS.

【0012】図1において、本実施例の穿孔装置1は、
コアドリル装置2と、コンクリート構造物体3の被穿孔
面3aに真空吸着により固定した吸着固定装置4と、こ
の吸着固定装置4に取り付けられ、しかも、コアドリル
装置2のダイヤモンドコアビット5先端が被穿孔面3a
に向かう方向Pに移動可能にし、かつ、コアドリル装置
2のダイヤモンドコアビット5が被穿孔面に沿う方向Q
に移動可能にする移動装置6とを備えている。
In FIG. 1, the punching device 1 of this embodiment is
The core drill device 2, the suction fixing device 4 fixed to the drilled surface 3a of the concrete structure object 3 by vacuum suction, and the diamond core bit 5 tip of the core drill device 2 attached to the suction fixing device 4 and the tip of the drilled surface 3a.
In the direction P toward the direction P, and the diamond core bit 5 of the core drill device 2 extends in the direction Q along the surface to be drilled.
And a moving device 6 that enables the moving.

【0013】吸着固定装置4には、鋼製の水受け体7が
一体的に設けられている。コアドリル装置2のダイヤモ
ンドコアビット5の先端には、給水タンク8から給水ホ
ース9を介して冷却水が送られる。ダイヤモンドコアビ
ット5の先端への冷却水の供給量増減及び供給停止は、
バルブ10の開閉によって行われる。水受け体7内に流
出したダイヤモンドコアビット5の冷却水は、排水ホー
ス11を介して吸水形クリーナ装置12内に給水され
る。
A water receiver 7 made of steel is integrally provided in the adsorption fixing device 4. Cooling water is sent from the water supply tank 8 to the tip of the diamond core bit 5 of the core drill device 2 through the water supply hose 9. Increase / decrease or stop the supply of cooling water to the tip of the diamond core bit 5
It is performed by opening and closing the valve 10. The cooling water of the diamond core bit 5 that has flowed into the water receiver 7 is supplied to the water absorbing cleaner device 12 via the drain hose 11.

【0014】吸着固定装置4は、図2及び図3に示すよ
うに、楕円状の固定ベース13と、この固定ベース13
の下面に設けた楕円状の気密用パッキン14と、真空ポ
ンプの真空ホース(図示せず)を接続する接続部15と
を備えている。吸着固定装置4の固定ベース13は水受
け体7から一体的に突出した2本の取付脚16、16a
とねじを用いて締結される。
As shown in FIGS. 2 and 3, the suction fixing device 4 has an elliptical fixed base 13 and this fixed base 13.
And an elliptical airtight packing 14 provided on the lower surface and a connecting portion 15 for connecting a vacuum hose (not shown) of a vacuum pump. The fixed base 13 of the suction fixing device 4 has two mounting legs 16 and 16a integrally protruding from the water receiving body 7.
It is fastened with screws.

【0015】水受け体7には、吸水形クリーナ装置12
に接続された排水ホース11を接続するための排水パイ
プ17が設けられている。
The water receiver 7 has a water absorbing cleaner device 12
A drainage pipe 17 for connecting the drainage hose 11 connected to is provided.

【0016】移動装置6は、吸着固定装置4及び水受け
体7の上方を摺動する摺動体18と、この摺動体18に
ねじ19により締結固定された載置台20と、この載置
台20に取り付けられた支柱21と、この支柱21に摺
動自在に設けられ、かつ、コアドリル装置2が一体的に
装置されている可動部材22と、この可動部材22を支
柱21に沿って摺動させるハンドル23とを備えてい
る。
The moving device 6 includes a sliding body 18 that slides above the adsorption fixing device 4 and the water receiving body 7, a mounting table 20 that is fastened and fixed to the sliding body 18 with screws 19, and the mounting table 20. The attached column 21, the movable member 22 slidably provided on the column 21, and integrally provided with the core drill device 2, and the handle for sliding the movable member 22 along the column 21. And 23.

【0017】水受け体7にはダイヤモンドコアビット5
が通るための、長方形状の貫通孔7aが設けられてい
る。水受け体7の両側には、摺動体18の両側端に形成
した嵌合部18a、18bを、摺動嵌合させるための、
ガイド片24、24aが形成されている。水受け体7の
下面には、水密パッキン25が設けられている。
The water receiver 7 has a diamond core bit 5
A rectangular through hole 7a for passing through is provided. On both sides of the water receiving body 7, fitting portions 18a and 18b formed at both ends of the sliding body 18 are slidably fitted,
Guide pieces 24, 24a are formed. A watertight packing 25 is provided on the lower surface of the water receiver 7.

【0018】コアドリル装置2は、ダイヤモンドコアビ
ット5に代えて、穿孔作業中、水冷する必要のないコア
ビット26、たとえば、ホールソーを取り付けることが
可能な構造になっている。
The core drill device 2 has a structure in which, instead of the diamond core bit 5, a core bit 26 that does not need to be water-cooled, for example, a hole saw, can be attached during a drilling operation.

【0019】次に、本実施例の穿孔方法を、上記穿孔装
置1を用いて説明する。
Next, the punching method of this embodiment will be described using the punching device 1.

【0020】まず、コンクリート構造物体3の被穿孔面
3aに、吸着固定装置4を真空吸着させると、水受け体
7の水密パッキン25が被穿孔面3aに強く押し付けら
れて、水受け体7と被穿孔面3aとの間の水密が保持さ
れる。この状態で、水受け体7の貫通孔7a内に、被穿
孔面3aにケガキした穿孔を希望する個所が位置するよ
うに、吸着固定装置4の被穿孔面3aへの吸着位置が決
められる。
First, when the suction fixing device 4 is vacuum-adsorbed on the perforated surface 3a of the concrete structure body 3, the watertight packing 25 of the water receiving body 7 is strongly pressed against the perforated surface 3a and the water receiving body 7 and Watertightness between the perforated surface 3a is maintained. In this state, the suction position of the suction-fixing device 4 on the perforated surface 3a is determined so that the portion desired to be perforated on the perforated surface 3a is located in the through hole 7a of the water receiver 7.

【0021】一方、コアドリル装置2を取り付けた支柱
21を載置台20によって摺動体18に固定するととも
に、その摺動体18を吸着固定層4上に装置する。
On the other hand, the support 21 to which the core drill device 2 is attached is fixed to the sliding body 18 by the mounting table 20, and the sliding body 18 is mounted on the adsorption fixing layer 4.

【0022】上記のようにして、コンクリート構造物体
3に設置されたコアドリル装置2は、ハンドル23を右
回転させると支柱21上を下降し、かつ、ハンドル23
を左回転させると支柱21上を上昇する。したがって、
バルブ10を開いてダイヤモンドコアビット5を冷却水
で冷しつつダイヤモンドコアビット5を回転させながら
ハンドル23を右回転させてゆくと、ダイヤモンドコア
ビット5によって、コンクリート構造物体3の被穿孔面
3aに、ダイヤモンドコアビット5の径に等しい大きさ
の孔が一つ形成させる。この孔に連続した孔を形成した
い場合には、ハンドル23を左回転させてダイヤモンド
コアビット5を被穿孔面3aから上方に位置させた状態
で、摺動体18を被穿孔面3aに沿ってダイヤモンドコ
アビット5の径寸法以内の寸法分、ダイヤモンドコアビ
ットを移動させた後、ダイヤモンドコアビット5を冷却
水で冷しつつダイヤモンドコアビット5を回転させなが
らハンドル23を右回転させてゆくと、先に形成した孔
に連続した孔が被穿孔面3aに形成される。上記孔を形
成する場合に、コンクリート構造物体3を貫通しない程
度に、ハンドル23を右回転させてコアドリル装置2を
下降させるにとどめておけば、被穿孔面3aは図4に示
すように、長孔状の貫通孔が形成されることのない凹部
3bが形成される。長孔状の凹部3bを形成する際、ダ
イヤモンドコアビット5に供給していた冷却水は、吸水
形クリーナ装置12によって常に吸水されているので、
長孔状の凹部3bを形成後、バルブ10を閉じて、所定
時間経過すれば、長孔状の凹部3bに残ることはない。
As described above, the core drill device 2 installed on the concrete structural object 3 descends on the support column 21 when the handle 23 is rotated clockwise, and the handle 23 is rotated.
When it is rotated counterclockwise, it rises on the column 21. Therefore,
When the handle 10 is rotated clockwise while rotating the diamond core bit 5 while cooling the diamond core bit 5 with the cooling water by opening the valve 10, the diamond core bit 5 causes the diamond core bit 5 to be drilled on the surface 3a to be drilled of the concrete structure object 3. One hole having a size equal to the diameter of 5 is formed. When it is desired to form a continuous hole in this hole, the handle 23 is rotated counterclockwise so that the diamond core bit 5 is located above the surface to be drilled 3a, and the sliding body 18 is moved along the surface to be drilled 3a. After moving the diamond core bit by a size within the diameter of 5, the diamond core bit 5 is cooled with cooling water and the handle 23 is rotated clockwise while rotating the diamond core bit 5. Continuous holes are formed on the surface 3a to be drilled. When forming the hole, if the handle 23 is rotated right and the core drill device 2 is lowered to such an extent that the concrete structure 3 is not penetrated, the surface to be drilled 3a has a long length as shown in FIG. A recess 3b is formed in which no hole-shaped through hole is formed. Since the cooling water supplied to the diamond core bit 5 at the time of forming the long hole-shaped recess 3b is always absorbed by the water absorption type cleaner device 12,
After forming the long hole-shaped recess 3b and closing the valve 10 for a predetermined time, it does not remain in the long hole-shaped recess 3b.

【0023】次に、長孔状の凹部3bに、配線や配管な
どを施すための貫通孔を形成するには、バルブ10を閉
じた状態で、ハンドル22を右回転させつつ、ダイヤモ
ンドコアビット5を回転させると、図5に示すように、
長孔状の凹部3bに貫通孔3cが形成される。この場
合、ダイヤモンドコアビット5に冷却水が供給されない
ので、貫通孔3cからコンクリート構造物体3の裏面3
d側に、冷却水が流出することがない。この際、ダイヤ
モンドコアビット5が冷却水で冷されないので、ダイヤ
モンドコアビット5の先端の摩耗が心配されるが、貫通
させるための、コンクリート構造物体の壁厚が薄くなっ
ているので、ダイヤモンドコアビット5の摩耗がきわめ
て小さくてすむ。
Next, in order to form a through hole for forming wiring or piping in the long hole-shaped recess 3b, the diamond core bit 5 is moved while the handle 22 is rotated clockwise while the valve 10 is closed. When rotated, as shown in FIG.
A through hole 3c is formed in the long hole-shaped recess 3b. In this case, since cooling water is not supplied to the diamond core bit 5, the back surface 3 of the concrete structure object 3 is passed through the through hole 3c.
The cooling water does not flow out to the d side. At this time, since the diamond core bit 5 is not cooled by cooling water, the tip of the diamond core bit 5 may be worn, but the wall thickness of the concrete structure object for allowing the diamond core bit 5 to penetrate is reduced. Is extremely small.

【0024】図6は、本実施例の穿孔方法によりコンク
リート構造物体3の被穿孔面3aに穿孔した具体例を示
す。この例の場合には、ダイヤモンドコアビット5を用
いて、ダイヤモンドコアビット5に冷却水を供給しなが
ら、非貫通の、3つの孔X1、X2、X3をあけて凹部3
bを形成した後、ダイヤモンドコアビット5に冷却水を
供給しない状態でそのダイヤモンドコアビット5によっ
て凹部3b内に貫通孔3cを形成するようにしたもので
ある。
FIG. 6 shows a concrete example in which the perforated surface 3a of the concrete structure body 3 is perforated by the perforation method of this embodiment. In the case of this example, using the diamond core bit 5, while supplying cooling water to the diamond core bit 5, three non-penetrating holes X 1 , X 2 and X 3 are opened to form the recess 3
After forming b, the diamond core bit 5 forms the through hole 3c in the recess 3b in a state where the cooling water is not supplied to the diamond core bit 5.

【0025】なお、本実施例の穿孔方法によれば、ダイ
ヤモンドコアビット5を用いて、エレベータ乗場の壁に
貫通孔3cを形成する穿孔作業をしても、ダイヤモンド
コアビット5を冷却する冷却水が塔内に侵入するのを防
止しえるので、車椅子用押釦ボックス用の取付孔をエレ
ベータ乗場の壁に形成するのに、特に好適である。
According to the drilling method of the present embodiment, even if the diamond core bit 5 is used to form the through hole 3c in the wall of the elevator hall, the cooling water that cools the diamond core bit 5 is removed from the tower. Since it can be prevented from entering inside, it is particularly suitable for forming a mounting hole for a push-button box for wheelchairs on a wall of an elevator hall.

【0026】[0026]

【発明の効果】本発明によれば、コンクリート構造物体
に貫通孔を、その貫通孔を通してコンクリート構造物体
の背面側に、ダイヤモンドコアビットを冷却する冷却水
を流出させることなく、しかも、短時間に、穿孔するこ
とのできるコンクリート構造物体の穿孔方法がえられ
る。
According to the present invention, a through hole is formed in a concrete structure body, and the cooling water for cooling the diamond core bit is not discharged to the back side of the concrete structure body through the through hole, and in a short time. A method of drilling a concrete structure body capable of drilling is obtained.

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

【図1】本発明の一実施例を示す穿孔装置説明図であ
る。
FIG. 1 is an explanatory view of a punching device showing an embodiment of the present invention.

【図2】本発明の一実施例を示す要部部品の縦断面図で
ある。
FIG. 2 is a vertical sectional view of essential parts showing an embodiment of the present invention.

【図3】本発明の一実施例を示す要部部品の背面図であ
る。
FIG. 3 is a rear view of essential parts showing an embodiment of the present invention.

【図4】本発明の一実施例を示す被穿孔面に凹部を形成
する動作説明図である。
FIG. 4 is an operation explanatory view of forming a recess on a surface to be punched showing an embodiment of the present invention.

【図5】本発明の一実施例示す被穿孔面に形成した凹部
に貫通孔を形成する動作説明図である。
FIG. 5 is an operation explanatory diagram of forming a through hole in a concave portion formed on a surface to be punched according to an embodiment of the present invention.

【図6】本発明の一実施例を示す穿孔工程説明図であ
る。
FIG. 6 is an explanatory diagram of a punching process showing an embodiment of the present invention.

【図7】従来例を示す穿孔装置説明図である。FIG. 7 is an explanatory diagram of a punching device showing a conventional example.

【符号の説明】[Explanation of symbols]

1 穿孔装置 2 コアドリル装置 3 コンクリート構造物体 3a 被穿孔面 3b 凹部 3c 貫通孔 4 吸着固定装置 5 ダイヤモンドコアビット 6 移動装置 7 水受け体 26 コアビット 1 Drilling Device 2 Core Drilling Device 3 Concrete Structure Object 3a Drilled Surface 3b Recess 3c Through Hole 4 Adsorption Fixing Device 5 Diamond Core Bit 6 Moving Device 7 Water Receptor 26 Core Bit

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 コアドリル装置と、コンクリート構造物
体の被穿孔面に真空吸着により固定した吸着固定装置
と、この吸着固定装置に取り付けられ、しかも、前記コ
アドリル装置のコアビット先端が前記被穿孔面に向かう
方向に移動可能にし、かつ、前記コアドリル装置のコア
ビットが前記被穿孔面に沿う方向に移動可能にする移動
装置とを備えた穿孔装置を用いて、前記被穿孔面に連続
した複数の孔を形成するコンクリート構造物体の穿孔方
法において、前記コアドリル装置にダイヤモンドコアビ
ットを装着した後、前記移動装置により前記ダイヤモン
ドコアビットを被穿孔面に沿う方向に移動させながら、
前記ダイヤモンドコアビットにより、そのダイヤモンド
コアビットを水冷させつつ被穿孔面に、非貫通の連続す
る複数の孔を形成することによって前記被穿孔面に凹部
を形成し、その後、前記ダイヤモンドコアビットにより
そのダイヤモンドコアビットを水冷させないで前記コン
クリート構造物体を貫通する孔を、前記凹部内に形成し
たことを特徴とするコンクリート構造物体の穿孔方法。
1. A core drill device, a suction fixing device fixed to a surface to be drilled of a concrete structural object by vacuum suction, and a core bit tip of the core drill device directed to the surface to be drilled, which is attached to the suction fixing device. Forming a plurality of continuous holes on the surface to be drilled by using a drilling device provided with a moving device that allows the core bit of the core drill device to move in a direction along the surface to be drilled. In the method of drilling a concrete structure object, after mounting a diamond core bit to the core drill device, while moving the diamond core bit by the moving device in the direction along the surface to be drilled,
By the diamond core bit, while water-cooling the diamond core bit, the surface to be perforated, to form a recess in the surface to be perforated by forming a plurality of non-penetrating continuous holes, then the diamond core bit by the diamond core bit A drilling method for a concrete structural object, characterized in that a hole penetrating the concrete structural object without water cooling is formed in the recess.
JP8065594A 1994-04-19 1994-04-19 Method of boring concrete structure matter Pending JPH07285122A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8065594A JPH07285122A (en) 1994-04-19 1994-04-19 Method of boring concrete structure matter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8065594A JPH07285122A (en) 1994-04-19 1994-04-19 Method of boring concrete structure matter

Publications (1)

Publication Number Publication Date
JPH07285122A true JPH07285122A (en) 1995-10-31

Family

ID=13724379

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8065594A Pending JPH07285122A (en) 1994-04-19 1994-04-19 Method of boring concrete structure matter

Country Status (1)

Country Link
JP (1) JPH07285122A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014009574A (en) * 2012-07-03 2014-01-20 Ever Kk Method for drilling hole in roof material, powder recovery device, and method for attaching solar panel

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014009574A (en) * 2012-07-03 2014-01-20 Ever Kk Method for drilling hole in roof material, powder recovery device, and method for attaching solar panel

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