JPH052295Y2 - - Google Patents

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Publication number
JPH052295Y2
JPH052295Y2 JP1986131360U JP13136086U JPH052295Y2 JP H052295 Y2 JPH052295 Y2 JP H052295Y2 JP 1986131360 U JP1986131360 U JP 1986131360U JP 13136086 U JP13136086 U JP 13136086U JP H052295 Y2 JPH052295 Y2 JP H052295Y2
Authority
JP
Japan
Prior art keywords
hole
cutting member
shank shaft
tip
slit
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP1986131360U
Other languages
Japanese (ja)
Other versions
JPS6338970U (en
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 filed Critical
Priority to JP1986131360U priority Critical patent/JPH052295Y2/ja
Priority to DE3788094T priority patent/DE3788094T2/en
Priority to EP87307570A priority patent/EP0260026B1/en
Priority to KR1019870009525A priority patent/KR910001814B1/en
Publication of JPS6338970U publication Critical patent/JPS6338970U/ja
Application granted granted Critical
Publication of JPH052295Y2 publication Critical patent/JPH052295Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Drilling Tools (AREA)
  • Polishing Bodies And Polishing Tools (AREA)
  • Processing Of Stones Or Stones Resemblance Materials (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、ビルデイングの壁面や天井等のコン
クリート構造物に小孔を穿設するためのドリル軸
先端に設けられて先端にダイヤモンド等を含有し
た粉末焼結金属で形成される切削部材に関するも
のである。
[Detailed description of the invention] [Field of industrial application] This invention is a drill shaft that is installed at the tip of a drill shaft for drilling small holes in concrete structures such as building walls and ceilings. The present invention relates to a cutting member made of powdered sintered metal.

〔従来の技術〕[Conventional technology]

コンクリート構造物の壁面や天井等に化粧板を
張設する場合には、壁面や天井等に多数の小孔を
穿設し、これら小孔にアンカを打ち込んで化粧板
を支持する工法が周知となつている。
When installing decorative boards on the walls or ceilings of concrete structures, it is well known that many small holes are drilled in the walls or ceilings, and anchors are driven into these small holes to support the decorative boards. It's summery.

従来は、電気ドリル機等に所謂ツイストドリル
を取付し、このツイストドリルに軸方向の進退振
動と回転運動とを与え、軸方向の打撃破壊と回転
切削によつて穿孔していた。この種のツイストド
リルでは打撃破壊による振動と騒音が発生するう
え、穿孔開始時に先端が食込み難い等の欠点が指
摘されていた。
Conventionally, a so-called twist drill was attached to an electric drill machine, etc., and axial forward/backward vibration and rotational motion were applied to the twist drill to perform drilling by axial impact fracture and rotary cutting. This type of twist drill generates vibration and noise due to impact breakage, and it has been pointed out that the tip is difficult to bite into when starting drilling.

そこで、実開昭60−87650号に示すようなドリ
ルが開発された。これは、シヤンク軸先端に円柱
状の切削部材を設け、この切削部材に軸と平行な
スリツトを設けて成るもので、軸方向の打撃を与
えることなく回転のみによつて穿孔可能としてい
る。
Therefore, a drill as shown in Utility Model Application No. 60-87650 was developed. This consists of a cylindrical cutting member provided at the tip of the shank shaft, and a slit parallel to the shaft provided in this cutting member, making it possible to drill holes only by rotation without applying any impact in the axial direction.

また、特開昭61−146412号に示されるように、
切削部材先端面を凹状として周縁にエツジを構成
し、このエツジによつて食い付き力を高めたドリ
ルも開発されている。
Also, as shown in Japanese Patent Application Laid-open No. 146412/1983,
A drill has also been developed in which the tip of the cutting member is concave and an edge is formed on the periphery to increase the biting force.

上記いずれの場合においても、特開昭61−
146412号の図面第3図で示すように、切削部材基
端面とシヤンク軸先端面とは平行端面突合せ接合
状態でロウ付されていた。
In any of the above cases, JP-A-61-
As shown in Figure 3 of the drawing of No. 146412, the proximal end surface of the cutting member and the distal end surface of the shank shaft were brazed in a parallel end face butt joint state.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

上記端面突合せ接合構造によれば、シヤンク軸
に対する切削部材の芯出しロウ付作業が非常に難
しいものであつた。切削部材がシヤンク軸の径方
向に僅かでも偏心していれば、初期食い付き芯出
しが難しく、所望の穿孔が得られないので、厳格
な公差が要求されるものであつた。この場合に、
前記実開昭60−87650号の第4図のように切削部
を分割構成した場合には、各分割切削部を夫々芯
出ししなければならないが、極めて困難であつ
た。実際には、切削部材をピンセツトで摘んでロ
ウ付しなけらばならず、実験によれば100本製造
のうちで1本のみ芯出しがなされていたに過ぎな
かつた。
According to the end face butt joint structure described above, it is very difficult to center and braze the cutting member with respect to the shank shaft. If the cutting member is even slightly eccentric in the radial direction of the shank shaft, it will be difficult to center the initial bite and the desired drilling will not be obtained, so strict tolerances have been required. In this case,
When the cutting section is divided into parts as shown in FIG. 4 of the above-mentioned Japanese Utility Model Application No. 60-87650, it is necessary to center each divided cutting part individually, which is extremely difficult. In reality, the cutting member had to be picked up with tweezers and soldered, and according to experiments, only one out of 100 produced was able to be centered.

仮に、公差内でロウ付されていても、高速回転
時では僅かなズレでも大きく増幅されるものであ
る。従来のツイストドリルでは約1000rpm以下の
中速回転で穿孔していたので斯る問題は生じなか
つたが、例えば上記回転ドリルを約15000〜
27000rpmの高速回転で使用した場合には、軸先
端で自由端となつている切削部材が振れることに
よつて偏心回転となる現象が加わるので、僅かな
ズレでも大きく増幅されてしまうことが新たな問
題となつた。
Even if the soldering is done within tolerances, even a slight deviation will be greatly amplified during high-speed rotation. With conventional twist drills, holes were drilled at medium speeds of approximately 1,000 rpm or less, so this problem did not occur.
When used at high speed rotation of 27,000 rpm, the cutting member, which is the free end at the tip of the shaft, shakes, causing eccentric rotation, so even the slightest misalignment is greatly amplified. It became a problem.

又、両端面を径方向で緊密に密着させるために
は、ミクロンオーダーの平面度が要求されるう
え、平面度があつてもロウ材の接合時の径方向に
おける厚薄によつて軸方向の狂いが避けられない
ものであつた。さらには、端面のみの接合面積が
狭く、軸方向から離反し易い欠点が分かつた。
In addition, in order to make both end faces closely adhere in the radial direction, flatness on the order of microns is required, and even if flatness is achieved, axial deviation may occur due to the thickness of the brazing material in the radial direction when joining. was inevitable. Furthermore, it was found that the bonding area of only the end face was small and the bonding area was easily separated from the axial direction.

また、この種の回転ドリルでは切粉の排出性が
悪いと摩擦熱が増大して切削能力が低下するとい
う問題があるが、上記いずれの場合にも不十分で
あつた。
Further, in this type of rotary drill, there is a problem that if the chip discharge performance is poor, frictional heat increases and the cutting ability decreases, but the drill was insufficient in any of the above cases.

しかして、本考案は上記実情に鑑みて案出され
たものであつて、テーパ係合を利用して正確なロ
ウ付芯出しを行ない、テーパ接触による広い面積
をくさび係合状態で強固に接合できるようにし、
また、切粉の排出を良好に成し得るドリル用切削
部材の提供を、その目的とするものである。
Therefore, the present invention was devised in view of the above circumstances, and uses taper engagement to perform accurate brazing centering, and firmly joins a wide area by tapered contact in a wedge engagement state. make it possible,
Another object of the present invention is to provide a cutting member for a drill that can effectively discharge chips.

〔問題点を解決するための手段〕[Means for solving problems]

上記目的を達成するための本考案に係るコンク
リート穿孔用回転ドリルの切削部材は、軸方向に
通孔が貫設されたシヤンク軸の先端に取付けられ
る径大のものであつて、ダイヤモンド等を含有し
た粉末焼結金属で形成され直径方向に亘るスリツ
トが先端面から軸方向に設けられた円柱状の上半
部と、シヤンク軸先端との間で軸方向において芯
出し可能に係合するテーパ状の係合面が夫々形成
された下半部とから成り、下半部の中心には通孔
より小径でスリツトと通孔を連通させる孔が形成
され、下半部の外周面の両側にはシヤンク軸の外
周面と略同一面上に形成されるとともにスリツト
に連通する溝が設けられているものである。
To achieve the above object, the cutting member of the rotary drill for concrete drilling according to the present invention has a large diameter and is attached to the tip of a shank shaft having a through hole in the axial direction, and contains diamond, etc. A cylindrical upper half made of powdered sintered metal with a diametrical slit extending axially from the tip surface and a tapered shaft that engages with the tip of the shank shaft for centering in the axial direction. A hole is formed in the center of the lower half to communicate the slit and the through hole with a smaller diameter than the through hole, and on both sides of the outer peripheral surface of the lower half is formed a hole that communicates the slit with the through hole. A groove is formed on the same surface as the outer peripheral surface of the shank shaft and communicates with the slit.

〔考案の作用〕[Effect of invention]

切削部材をシヤンク軸先端との間でテーパ係合
させることによつて、芯出しを行い、斯るテーパ
係合面をロウ付等で一体化することによつて形成
される。
Centering is performed by taperingly engaging the cutting member with the tip of the shank shaft, and the tapered engaging surface is integrated by brazing or the like.

また、切粉はスリツト及び溝を介してシヤンク
軸の外面を軸方向に円滑に流れ、これによつて切
粉の滞留が緩和される。
Further, the chips flow smoothly in the axial direction on the outer surface of the shank shaft through the slits and grooves, thereby reducing the accumulation of chips.

〔考案の実施例〕[Example of idea]

図面は本考案に係るコンクリート穿孔用回転ド
リルの切削部材の一実施例を示し、第1図は同全
体斜視図、第2図は同断面図、第3図は切削部材
の斜視図、第4図は取付穿孔状態を説明する断面
図である。
The drawings show an embodiment of the cutting member of the rotary drill for drilling concrete according to the present invention, in which FIG. 1 is a perspective view of the entire structure, FIG. 2 is a sectional view of the same, FIG. The figure is a sectional view illustrating the mounting hole state.

1はドリル、2はその金属製丸棒状のシヤンク
軸、3はシヤンク軸2の先端にダイヤモンド等を
含有した粉末焼結金属で形成される切削部材、4
はシヤンク軸2の基端側に構成される取付部、5
は軸中心の基端から先端に貫設される通孔であ
る。
1 is a drill, 2 is a metal round bar-shaped shank shaft, 3 is a cutting member made of powdered sintered metal containing diamond or the like at the tip of the shank shaft 2, 4
5 is a mounting portion configured on the base end side of the shank shaft 2;
is a through hole extending from the base end to the tip end at the center of the shaft.

しかして、切削部材3は円柱状の上半部6と係
合面である係合突部を構成するテーパ状の下半部
7とから径大な外形を呈し、上半部6の先端面6
aから直径方向に亘るスリツト8が軸方向に設け
られた二股状を呈し、スリツト8に連通する外周
面には溝9,9が設けられる。溝9は切粉の排出
が容易なようにシヤンク軸2の外周面と略同一面
上に形成されている。図中10は上記スリツト8
と交差する外面の切刃、11は切削部材中心に設
けられて通孔5の一部を構成する孔であつて、通
孔5よりも小径でオリフイス作用が発揮される。
Thus, the cutting member 3 has a large-diameter outer shape from the cylindrical upper half 6 and the tapered lower half 7 that constitutes the engagement protrusion, which is the engagement surface. 6
A slit 8 extending diametrically from a has a bifurcated shape in the axial direction, and grooves 9 are provided on the outer circumferential surface communicating with the slit 8. The groove 9 is formed on substantially the same surface as the outer peripheral surface of the shank shaft 2 so that chips can be easily discharged. 10 in the figure is the slit 8 mentioned above.
A cutting edge 11 on the outer surface that intersects with is a hole that is provided at the center of the cutting member and constitutes a part of the through hole 5, and has a smaller diameter than the through hole 5 and exhibits an orifice effect.

又、シヤンク軸2の先端面12には内側へ傾斜
するように係合面である係合穴部13が設けられ
ている。
Further, an engagement hole portion 13, which is an engagement surface, is provided on the distal end surface 12 of the shank shaft 2 so as to be inclined inward.

さらに、シヤンク軸2の前記取付部4は、径大
となるシヤンク軸基端側中間14から基端末15
に向けて先細となるテーパ部16とテーパ部16
のさらに基端側に位置する雄ねじ部17とから構
成される。この場合に、シヤンク軸2は例えば炭
素鋼管STKM13種からSTKM19種までの棒状中
空管を冷間鍛造によるスエージング加工で形成
し、取付部4のテーパ角度を1〜8度好ましくは
1〜4度の範囲内で形成しておく。
Further, the mounting portion 4 of the shank shaft 2 is arranged from the shank shaft proximal intermediate 14 to the proximal end 15, which has a large diameter.
Tapered portion 16 and tapered portion 16 that taper toward
and a male threaded portion 17 located further toward the proximal end. In this case, the shank shaft 2 is formed by swaging a rod-shaped hollow tube of carbon steel pipe STKM13 to STKM19 by cold forging, and the taper angle of the mounting portion 4 is 1 to 8 degrees, preferably 1 to 4 degrees. Form within the specified range.

尚、図中18はコンクリート穿孔機、19はテ
ーパ状の取付穴、20は雌ねじ部、21は連通
孔、22は通孔5の先端に挿入される介装部材、
23はその孔である。
In the figure, 18 is a concrete drilling machine, 19 is a tapered mounting hole, 20 is a female thread, 21 is a communicating hole, 22 is an intervening member inserted into the tip of the through hole 5,
23 is the hole.

上記切削部材3のシヤンク軸2への取付に際し
ては、係合穴部13にテーパ状の下半部7を係合
させ、係合面積が大きな状態でロウ付等で一体化
させる。その際に、切削部材3の孔11に図示し
ないガイドピンを挿入してガイドピン先端を突出
させておけば、ガイドピン先端がシヤンク軸2の
通孔5に係入して位置決めされるので、芯出しを
正確且つ簡単に行なえる。
When attaching the cutting member 3 to the shank shaft 2, the tapered lower half 7 is engaged with the engagement hole 13 and integrated by brazing or the like with a large engagement area. At that time, if a guide pin (not shown) is inserted into the hole 11 of the cutting member 3 and the tip of the guide pin is made to protrude, the tip of the guide pin will fit into the through hole 5 of the shank shaft 2 and be positioned. Centering can be performed accurately and easily.

使用に際しては、コンクリート構造用穿孔機1
8の取付穴19にシヤンク軸基端側のテーパ部1
6を挿入してドリル1を取付する。雄ねじ部17
はテーパ部16と略同径或いは縮径されているの
で、取付穴17のテーパに沿つてスムーズに係入
し、その後に雄ねじ部17を雌ねじ部20に螺合
すれば取付完了する。
When using the concrete structure drilling machine 1
Tapered part 1 on the base end side of the shank shaft in the mounting hole 19 of 8.
6 and attach the drill 1. Male thread part 17
Since it has approximately the same diameter as the tapered portion 16 or has a reduced diameter, it can be smoothly engaged along the taper of the mounting hole 17, and then the male threaded portion 17 is screwed into the female threaded portion 20 to complete the installation.

上記ドリル1を回転すると、取付穴19に対し
てテーパ部16がくさびとして係入作用する。第
5図に示すようにコンクリートCの穴C1を穿孔
する場合には、直径方向に長い切刃10,10に
よつて食い付き良く切削され、通孔5からは媒体
が供給されて切削部材3を直径に亘つてムラなく
冷却すると同時にこの媒体と切粉がスリツト8か
ら溝9,9を介してシヤンク軸2の外周から排出
されることになる。この場合に孔11によつて、
シヤンク軸径の大小を問わずに、媒体注入量を一
定にすることができ、媒体が空気等であれば切削
部材3への冷却効果を一層発揮させることができ
る。また、介装部材22の孔23の存在によつて
も媒体注入量を一定にすることができる。
When the drill 1 is rotated, the tapered portion 16 acts as a wedge to engage the mounting hole 19. When drilling a hole C1 in concrete C as shown in FIG. At the same time, the medium and chips are discharged from the outer periphery of the shank shaft 2 through the slit 8 and the grooves 9, 9. In this case, by the hole 11,
The amount of medium injected can be made constant regardless of the size of the shank shaft diameter, and if the medium is air or the like, the cooling effect on the cutting member 3 can be further exerted. Furthermore, the presence of the hole 23 in the intervening member 22 also makes it possible to keep the amount of medium injected constant.

上記一実施例によれば、以下の効果を奏する。 According to the above embodiment, the following effects are achieved.

(a) シヤンク軸の先端に径大な円柱切削部材をロ
ウ付する構造コンクリート穿孔用ドリルにおい
ては、実開昭60−87650号や特開昭61−146412
号では切粉の排出を考慮していなかつたが、溝
9,9から排出することによつて切削力を飛躍
させることができた。特に、溝9,9を直径方
向に設けたスリツト8で連通させるという効率
的機構にできた。
(a) For structural concrete drilling drills in which a large-diameter cylindrical cutting member is brazed to the tip of the shank shaft, there is
No. 3 did not take into consideration the discharge of chips, but by discharging chips from the grooves 9, 9, the cutting force could be increased dramatically. In particular, an efficient mechanism was achieved in which the grooves 9, 9 are communicated with each other through the slit 8 provided in the diametrical direction.

(b) シヤンク軸2と通孔5並びに取付部4とをス
エージング加工によつて製造することができ、
加工に伴う周面への圧縮力によつて金属繊維方
向を軸方向へ揃えた状態にできた。従来の棒材
に穴穿け加工したものやパイプにねじ加工した
シヤンク軸によれば、金属繊維が揃つていない
ことが一つの原因となつて高速回転切削時のブ
レが生じ、正確な穿孔ができなくなるばかり
か、シヤンク軸の湾曲破損となつていたが、こ
れをも解消できる。
(b) The shank shaft 2, the through hole 5, and the mounting portion 4 can be manufactured by swaging processing,
Due to the compressive force applied to the circumferential surface during processing, the direction of the metal fibers was aligned in the axial direction. With conventional shank shafts that are made by drilling holes in rod material or threading into pipes, one of the causes is that the metal fibers are not aligned, which causes blurring during high-speed rotation cutting, making it difficult to drill accurately. Not only was this not possible, but the shank shaft was also bent and damaged, but this can be resolved.

前記切削部材3は上記一実施例に限定される趣
旨ではなく、切刃の構造や超硬粉末焼結金属の種
類等は各種選択可能である。第5図に示すよう
に、切削部材3の下半部に係合面として係合穴部
25を形成してシヤンク軸2の先端を係合突部2
4に置換する係合構造も実施可能である。この場
合に通孔5へ係入する芯部26を突出させておい
ても良い。
The cutting member 3 is not limited to the one embodiment described above, and the structure of the cutting blade, the type of cemented carbide powder sintered metal, etc. can be selected from various types. As shown in FIG. 5, an engagement hole 25 is formed as an engagement surface in the lower half of the cutting member 3, and the tip of the shank shaft 2 is connected to the engagement protrusion 2.
An engagement structure replacing the number 4 is also possible. In this case, the core portion 26 that enters the through hole 5 may be made to protrude.

〔考案の効果〕[Effect of idea]

以上説明した通り本考案に係るコンクリート穿
孔用回転ドリルの切削部材によれば以下の効果を
奏する。
As explained above, the cutting member of the rotary drill for concrete drilling according to the present invention provides the following effects.

切削部材の基部をシヤンク軸先端との間で芯
出し係合することによつて、簡単な作業で且つ
正確に芯出しした状態でロウ付一体化すること
ができた。
By centering and engaging the base of the cutting member with the tip of the shank shaft, it was possible to integrate the cutting member with brazing in a simple and accurately centered state.

従来の端面ロウ付が弱いうえに切削部材とシ
ヤンク軸との各端面のリング状に亘る完全な整
合性が困難であつたことを一掃でき、接合面積
を大きくして接合面をくさび係合によつて強固
に一体化できる。特に、従来の端面ロウ付では
高速回転使用によつて応力集中が発生して剥離
進行が早かつたが、この点も解消して多数穿孔
を可能にできた。
This eliminates the problems that conventional end face brazing was weak and that it was difficult to achieve perfect alignment over the ring shape of each end face between the cutting member and the shank shaft, and the joint area was increased to create a wedge engagement between the joint surfaces. This allows for strong integration. In particular, with conventional end face brazing, stress concentration occurs due to high speed rotation and peeling progresses quickly, but this problem has been resolved and it has become possible to drill a large number of holes.

直径方向に亘るスリツトを形成するととも
に、下半部の両側にシヤンク軸の外周面と略同
一面となる溝を形成してスリツトに連通させた
ので、切粉の排出性を高めることができ、切削
能力の向上を図ることができた。
In addition to forming a slit extending in the diametrical direction, grooves that are approximately flush with the outer peripheral surface of the shank shaft are formed on both sides of the lower half and communicated with the slit, thereby improving chip discharge performance. We were able to improve our cutting ability.

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

図面は本考案に係るコンクリート穿孔用回転ド
リルの切削部材の一実施例を示し、第1図は同全
体斜視図、第2図は同断面図、第3図は切削部材
の斜視図、第4図は取付穿孔状態を説明する断面
図、第5図は他例を示す要部断面図である。 1……ドリル、2……シヤンク軸、3……切削
部材、4……取付部、5……通孔、6……上半
部、7……下半部、8……スリツト、9……溝、
10……切刃、11……孔、13,25……係合
穴部、14……シヤンク軸基端側中間、16……
テーパ部、17……雄ねじ部、24……係合突
部。
The drawings show an embodiment of the cutting member of the rotary drill for drilling concrete according to the present invention, in which FIG. 1 is a perspective view of the entire structure, FIG. 2 is a sectional view of the same, FIG. The figure is a cross-sectional view explaining the state of mounting holes, and FIG. 5 is a cross-sectional view of a main part showing another example. DESCRIPTION OF SYMBOLS 1...Drill, 2...Shank shaft, 3...Cutting member, 4...Mounting part, 5...Through hole, 6...Upper half, 7...Lower half, 8...Slit, 9... …groove,
10... Cutting blade, 11... Hole, 13, 25... Engagement hole portion, 14... Shank shaft proximal end intermediate, 16...
Tapered portion, 17... Male threaded portion, 24... Engaging protrusion.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 軸方向に通孔が貫設されたシヤンク軸の先端に
取付けられる径大の切削部材であつて、ダイヤモ
ンド等を含有した粉末焼結金属で形成され直径方
向に亘るスリツトが先端面から軸方向に設けられ
た円柱状の上半部と、シヤンク軸先端との間で軸
方向において芯出し可能に係合するテーパ状の係
合面が夫々形成された下半部とから成り、下半部
の中心には通孔より小径でスリツトと通孔を連通
させる孔が形成され、下半部の外周面の両側には
シヤンク軸の外周面と略同一面上に形成されると
ともにスリツトに連通する溝が設けられているコ
ンクリート穿孔用回転ドリルの切削部材。
It is a large-diameter cutting member that is attached to the tip of a shank shaft that has a through hole in the axial direction, and is made of powdered sintered metal containing diamond, etc., and has a diametrically extending slit extending from the tip surface in the axial direction. It consists of a cylindrical upper half and a lower half formed with a tapered engagement surface that engages with the tip of the shank shaft so that it can be centered in the axial direction. A hole with a smaller diameter than the through hole is formed in the center and communicates between the slit and the through hole, and on both sides of the outer circumferential surface of the lower half, a groove is formed on the same plane as the outer circumferential surface of the shank shaft and communicates with the slit. A cutting member for a rotary drill for concrete drilling that is equipped with a
JP1986131360U 1986-08-29 1986-08-29 Expired - Lifetime JPH052295Y2 (en)

Priority Applications (4)

Application Number Priority Date Filing Date Title
JP1986131360U JPH052295Y2 (en) 1986-08-29 1986-08-29
DE3788094T DE3788094T2 (en) 1986-08-29 1987-08-26 Drill.
EP87307570A EP0260026B1 (en) 1986-08-29 1987-08-26 Drill
KR1019870009525A KR910001814B1 (en) 1986-08-29 1987-08-29 Drill

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1986131360U JPH052295Y2 (en) 1986-08-29 1986-08-29

Publications (2)

Publication Number Publication Date
JPS6338970U JPS6338970U (en) 1988-03-12
JPH052295Y2 true JPH052295Y2 (en) 1993-01-20

Family

ID=15056105

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1986131360U Expired - Lifetime JPH052295Y2 (en) 1986-08-29 1986-08-29

Country Status (1)

Country Link
JP (1) JPH052295Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101898989B1 (en) * 2018-04-03 2018-09-14 코리아에프에이(주) Long holesaw for composite insulated panel

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61146412A (en) * 1984-12-20 1986-07-04 Hiromitsu Okinaga Drill for concrete structure

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54133490U (en) * 1978-03-09 1979-09-17

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61146412A (en) * 1984-12-20 1986-07-04 Hiromitsu Okinaga Drill for concrete structure

Also Published As

Publication number Publication date
JPS6338970U (en) 1988-03-12

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