JP2002081287A - Composite bit - Google Patents
Composite bitInfo
- Publication number
- JP2002081287A JP2002081287A JP2000269209A JP2000269209A JP2002081287A JP 2002081287 A JP2002081287 A JP 2002081287A JP 2000269209 A JP2000269209 A JP 2000269209A JP 2000269209 A JP2000269209 A JP 2000269209A JP 2002081287 A JP2002081287 A JP 2002081287A
- Authority
- JP
- Japan
- Prior art keywords
- tip
- bit
- cutter
- cylindrical
- angle
- 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
Links
Landscapes
- Earth Drilling (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、土木工事や地盤調
査で使用するボーリング用の複合ビットに関するもので
ある。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a compound bit for boring used in civil engineering works and ground surveys.
【0002】[0002]
【従来の技術】図4は従来使用された、二重管掘削用ア
ウタビットの図であるが、ビット10にはスパイクチッ
プ11のみが植設されており、最外周のスパイクチップ
11は鎖線Dで示すようにビット外径12より外方へ少
し突出しており、削孔中にビット外径12が直接孔壁に
接触しないようになっており、回転抵抗とビット外径の
摩耗が少ないようになっている。2. Description of the Related Art FIG. 4 is a diagram of a conventional outer bit for excavating a double pipe, in which only a spike tip 11 is implanted in a bit 10, and the outermost spike tip 11 is indicated by a chain line D. As shown in the figure, the bit slightly protrudes outward from the bit outer diameter 12, so that the bit outer diameter 12 does not directly contact the hole wall during drilling, so that rotation resistance and wear of the bit outer diameter are reduced. ing.
【0003】しかるに、この図のスパイクチップや他の
ハイスピードチップ、ボタンチップ、チゼルチップ等の
円筒形状チップの場合、ビット外径12からの突出体積
が少なく、従って摩耗限界に到達する時間が短かった。However, in the case of a cylindrical tip such as a spike tip and other high-speed tips, button tips, and chisel tips shown in FIG. 1, the protruding volume from the bit outer diameter 12 is small, and the time to reach the wear limit is short. .
【0004】図5はルーフチップ21が植設されたビッ
ト20であるが、この場合、ビット20の本体から掘削
面への突出体積は円筒形状チップより多く、摩耗限界に
到達する時間は長いが、掘削面に接触するチップの先端
面積が大きいので掘削効率が悪かった。FIG. 5 shows a bit 20 in which a roof tip 21 is implanted. In this case, the projecting volume of the bit 20 from the main body to the excavation surface is larger than that of the cylindrical tip, and the time to reach the wear limit is longer. However, the excavation efficiency was poor because the tip area of the tip in contact with the excavation surface was large.
【0005】また、図6は鉄筋コンクリートに削孔する
ためのビット30の図で、鉄筋を切るために内外に僅か
に突出した切り刃のチップ31が植設されているが、突
出幅はチップ幅の15%くらいであって、これを岩盤に
適用したとしてもビット30の摩耗と能率には余り効果
がなかった。FIG. 6 is a view of a bit 30 for drilling reinforced concrete. In order to cut a reinforcing bar, a tip 31 of a cutting blade slightly projecting in and out is implanted. It was about 15% of that, and even if it was applied to the bedrock, it had little effect on the wear and efficiency of the bit 30.
【0006】図7はコア採取用のビット40で内径側に
カッタタイプのチップ41が突出しているが、これを外
径側にそのまま適用するのは困難であった。FIG. 7 shows a core extracting bit 40, in which a cutter type tip 41 protrudes on the inner diameter side, but it is difficult to apply this as it is on the outer diameter side.
【0007】[0007]
【発明が解決しようとする課題】解決しようとする問題
点は、従来ビットに円筒形状チップを使用すると、掘削
能率は良いが孔壁と接触する最外周のチップの摩耗が早
く、ビットにルーフビットを使用すると摩耗はある程度
押さえられるが、硬い地盤には不適で、かつ掘削能率が
悪かった。The problem to be solved is that when a cylindrical tip is used for the conventional bit, the drilling efficiency is good but the outermost tip that comes into contact with the hole wall wears quickly and the bit is a roof bit. Although the use of the steel reduced the wear to some extent, it was unsuitable for hard ground and the excavation efficiency was poor.
【0008】[0008]
【課題を解決するための手段】本発明では、前記問題点
を解決するためビットを複合ビットとし、ビット先端の
掘削面に、軸心に対し、掘削時にチップ先端が複数の同
心円を描くように、軸心近くから外周にそれぞれチップ
が植設され、最外周の同心円を描くチップがカッタタイ
プであり、その他の同心円を描くチップが円筒形状チッ
プで、前記カッタタイプの先端は最も突出した円筒形状
チップの最先端より、円筒形状チップ径dの0.2d〜
1dの距離軸心方向に離れた最後方に位置し、前記カッ
タチップが描く同心円のビット外径から外方への突き出
し幅bは、カッタチップ幅wの0.2w〜0.6wであ
り、かつ前記同心円を描くチップの先端は軸方向最先端
の円筒形状チップから前記カッタチップにかけて、それ
ぞれ所定の突き出し高さの差を有しているよう構成す
る。According to the present invention, in order to solve the above-mentioned problems, the bit is a compound bit, and the tip of the bit draws a plurality of concentric circles at the time of excavation with respect to the axis on the excavation surface at the tip of the bit. The tip is implanted on the outer circumference from near the axis, the outermost concentric tip is a cutter type, the other concentric tip is a cylindrical tip, and the tip of the cutter type is the most protruding cylindrical shape. From the tip of the tip, 0.2d of cylindrical tip diameter d ~
1d, which is located rearmost in the direction of the distance axis, and the width b of the concentric circle drawn by the cutter tip from the bit outer diameter to the outside is 0.2w to 0.6w of the cutter tip width w, In addition, the tip of the tip drawing the concentric circle has a predetermined protrusion height difference from the axial tip of the cylindrical tip to the cutter tip.
【0009】最外周の同心円を描くチップのみがカッタ
タイプであり、かつビット外径から外方への突き出し幅
も大きいので、ビットの摩耗が少なく、掘削能率も良
い。[0009] Since only the outermost concentric circular tip is a cutter type and has a large protrusion width from the bit outer diameter to the outside, the bit wear is small and the drilling efficiency is good.
【0010】また、本発明の複合ビットの前記軸方向最
先端の円筒形状チップの先端は最も内側の同心円を形成
し、その外側に先端が同心円を描いて順後方へチップが
配設され、前記それぞれの同心円に外接する円錐面が頂
点で軸心となす角αは30度〜60度にしてある。Further, the tip of the cylindrical tip at the axially leading end of the composite bit of the present invention forms an innermost concentric circle, and the tip is disposed concentrically outside the tip, and the tip is disposed in the forward and backward directions. The angle α formed by the conical surface circumscribing each concentric circle and the axis at the vertex is 30 degrees to 60 degrees.
【0011】チップの先端が掘削面に接する形は平らで
なく、軸心方向に傾斜している、掘削時のビットの心の
振れが少なく、かつ軸心方向へくい込んでいくので掘削
能率が良い。The shape of the tip contacting the excavation surface is not flat, but is inclined in the axial direction. The bit has little deflection during excavation, and the bit penetrates in the axial direction, so excavation efficiency is good. .
【0012】また、本発明の複合ビットの前記カッタチ
ップの山形の先端は回転方向前方へ片寄っており、山形
の左右の斜面と前記先端から下ろした垂直面との角度は
前方の角度γが後方の角度δより小になっている。In the composite bit of the present invention, the tip of the mountain of the cutter tip of the composite bit is offset forward in the rotation direction, and the angle between the left and right slopes of the mountain and the vertical surface lowered from the tip is such that the front angle γ is the rear. Is smaller than the angle δ.
【0013】γは金属切削用のバイトでは、すくい角に
相当するので、これが小さい方が掘削抵抗が小さくな
る。Since γ corresponds to the rake angle in a metal cutting tool, the smaller the value, the lower the excavation resistance.
【0014】また、本発明の複合ビットの前記カッタチ
ップの山の先端と底面との間である縦寸法はカッタチッ
プ幅wの0.8w〜2wが良い。The vertical dimension between the tip of the peak of the cutter tip and the bottom face of the composite bit of the present invention is preferably 0.8 w to 2 w, which is the width w of the cutter tip.
【0015】さらに、本発明の複合ビットの前記カッタ
チップの硬度は、前記円筒形状チップの硬度より高くし
てある。Further, the hardness of the cutter tip of the composite bit of the present invention is higher than the hardness of the cylindrical tip.
【0016】円筒形状チップは折れ易いので、カッタチ
ップより硬度を低くして抵抗力の高い超硬合金とし、主
に壁面を削るカッタチップは形状的に欠損しにくいので
抵抗力は低いが硬度を高くすると摩耗に耐え寿命が長く
なる。Since the cylindrical tip is easily broken, it is made of a cemented carbide having a lower hardness than the cutter tip and a higher resistance. The cutter tip for mainly cutting the wall surface is hardly chipped in shape, so the resistance is low but the hardness is low. If it is made higher, it will withstand wear and its life will be longer.
【0017】[0017]
【発明の実施の形態】以下添付図に基いて本発明の実施
の形態を説明する。図1は本発明の一実施の形態を示す
複合ビットの図で、二重管掘削用のアウタビット50を
示している。図3は本発明の他の実施の形態を示す複合
ビットの図で、リトラクトビット60を示している。DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below with reference to the accompanying drawings. FIG. 1 is a diagram of a composite bit showing an embodiment of the present invention, and shows an outer bit 50 for double pipe excavation. FIG. 3 is a composite bit diagram showing another embodiment of the present invention, in which a retract bit 60 is shown.
【0018】この発明は、図1のアウタビット、図3の
リトラクトビットのみでなく、コアビット、全面掘削用
ビット等地盤に孔を削孔する全てのビットに適用可能で
ある。The present invention is applicable not only to the outer bit shown in FIG. 1 and the retract bit shown in FIG. 3, but also to all bits for drilling holes in the ground, such as a core bit and a bit for full-scale excavation.
【0019】図1のアウタビット50において、軸心O
に対し先端が同心円を描く最外周のチップはカッタチッ
プ51であり、その内側にそれぞれ先端が同心円を描く
チップはハイスピードチップ52であり、図3に示すリ
トラクトビット60の場合も掘削時の状態(b)では同
じである。In the outer bit 50 shown in FIG.
On the other hand, the tip of the outermost periphery where the tip draws a concentric circle is the cutter tip 51, and the tip where the tip draws a concentric circle inside is the high-speed tip 52, and the retract bit 60 shown in FIG. (B) is the same.
【0020】そして、カッタチップ51の先端は、図2
に示すようにハイスピードチップ52の最先端からチッ
プ径dの0.2d〜1dの距離L軸方向に離れた最後方
に位置している。FIG. 2 shows the tip of the cutter tip 51.
As shown in (2), the tip of the high-speed chip 52 is located at a distance of 0.2d to 1d of the chip diameter d in the L-axis direction and at the rearmost position.
【0021】ハイスピードチップ52は図2(a)及び
図1(b)に示すように、最も内側のものが最も突出し
ている必要はなく地盤の状態により、図1(c)に示す
ように途中のハイスピードチップ52が最も突出し、そ
の先端とカッタチップ51との軸方向距離がLであって
も良い。As shown in FIGS. 2 (a) and 1 (b), the high speed chip 52 does not need to have the innermost one projecting the most, and depending on the state of the ground, as shown in FIG. 1 (c). The high-speed tip 52 in the middle may protrude most, and the axial distance between the tip and the cutter tip 51 may be L.
【0022】そして、同心円を描くチップの先端は、軸
方向最先端のハイスピードチップ52からカッタチップ
51にかけて、それぞれ所定の突出し高さの差、すなわ
ち図2(a)で示せばL1,L2を有している。前記構
成は図3に示すリトラクトビット60においても同じで
ある。The tip of the tip drawing a concentric circle extends from the high-speed tip 52 in the axial direction to the cutter tip 51, and has a predetermined difference in protrusion height, that is, L1 and L2 as shown in FIG. Have. The above configuration is the same for the retract bit 60 shown in FIG.
【0023】さらに、図2(a)に示すように、カッタ
チップ51が描く同心円のビット外径53(この図の場
合、ハイスピードチップが設計上僅かにビット外側に出
ているので、この位置をビット外径53と称す)から外
方への突き出し幅bは、カッタチップ51幅wの0.2
w〜0.6wに設定され、この寸法が設計上、耐摩耗上
有効である。この構成も、図3のリトラクトビット60
においても同じである。Further, as shown in FIG. 2A, the bit outer diameter 53 of a concentric circle drawn by the cutter tip 51 (in this case, the high-speed chip is slightly outside the bit by design, so Is referred to as a bit outer diameter 53).
w to 0.6 w, and this dimension is effective in design and wear resistance. This configuration also corresponds to the retract bit 60 shown in FIG.
The same applies to
【0024】次に、図1(a)、(b)及び図2(a)
に示すように、軸方向最先端のハイスピードチップ52
の先端は最も内側の同心円を形成し、その外側に先端が
同心円を描いて順次後方へチップが配設され、それぞれ
の同心円に外接する円錐面54が頂点54aで軸心Oと
なす角をαに設定したもので、角αを30度〜60度に
設定すると、掘削時のビットの振れが少なく、かつ軸心
方向へまっすぐくい込んで行くので掘削能率が良い。以
上の構成は、図3のリトラクトビットにも適用できる。Next, FIGS. 1A and 1B and FIG. 2A
As shown in FIG.
Form an innermost concentric circle, and a tip is disposed rearward in order to draw a concentric circle on the outer side, and an angle between a conical surface 54 circumscribing each concentric circle and an axis O at a vertex 54a is α. When the angle α is set in the range of 30 to 60 degrees, the swing of the bit at the time of excavation is small, and the drill bit goes straight in the axial direction, so that the excavation efficiency is good. The above configuration can be applied to the retract bit shown in FIG.
【0025】次にカッタチップ51の形状であるが、図
2の(b)、(c)の例では、カッタチップ51の山形
の先端51aを回転方向B(図1の(a))前方へ片寄
せ、山形の左右の斜面51b,51cと先端51aから
下ろした垂直面51dとの角度は、前方の角度γが後方
の角度δより小さくなるように形成されているが、こう
することにより地盤を切削する角度γ(金属切削用バイ
トではすくい角)は小さくなり、従って切削抵抗が小さ
くなる。Next, regarding the shape of the cutter tip 51, in the examples shown in FIGS. 2B and 2C, the angled tip 51a of the cutter tip 51 is moved forward in the rotation direction B (FIG. 1A). The angle between the left and right slopes 51b and 51c and the vertical surface 51d lowered from the tip 51a is formed so that the front angle γ is smaller than the rear angle δ. (The rake angle in the case of a metal cutting tool) is reduced, and therefore the cutting resistance is reduced.
【0026】次に、カッタチップ51の寸法であるが、
図2に示すように、カッタチップ51の山の先端51a
と底面51eとの間である縦寸法Cはカッタチップ幅w
の0.8w〜2wとした場合、ビット本体への植設強度
や地盤内壁との摩擦による摩耗の点から良い結果が得ら
れる。Next, regarding the dimensions of the cutter tip 51,
As shown in FIG. 2, the tip 51a of the peak of the cutter tip 51
The vertical dimension C between the bottom and the bottom surface 51e is the cutter tip width w.
When 0.8 w to 2 w is obtained, good results can be obtained in terms of the planting strength on the bit body and the wear due to friction with the inner wall of the ground.
【0027】さらに、カッタチップ51の硬度である
が、ハイスピードチップ52(円筒形状チップ)より硬
い方が良い。すなわち円筒形状チップは、主に掘削面を
掘削し、折れ易いので、硬度は低くても抵抗力が大きい
方が良く、カッタチップ51は掘削よりも主に孔の壁面
と回転接触するので、抵抗力は余り必要なく硬度が高い
方が良い。The hardness of the cutter tip 51 is preferably higher than that of the high-speed tip 52 (cylindrical tip). That is, since the cylindrical tip mainly excavates the excavation surface and easily breaks, it is better that the resistance is large even if the hardness is low, and the cutter tip 51 mainly comes into rotational contact with the wall surface of the hole rather than the excavation, so that the resistance is low. It is better not to need much force and high hardness.
【0028】[0028]
【発明の効果】以上詳細に説明した本発明によれば、下
記のような効果を奏するものである。According to the present invention described in detail above, the following effects can be obtained.
【0029】(1)掘削を掘削能率の良い円筒形状チッ
プで行い、孔壁との接触はカッタチップで行いカッタチ
ップの壁面への突出幅を大きくできるので、掘削能率を
低下させないでビットの寿命を延ばすことができる。(1) The excavation is performed with a cylindrical tip having good excavation efficiency, and the contact with the hole wall is made with a cutter tip so that the protrusion width of the cutter tip to the wall surface can be increased. Therefore, the life of the bit can be maintained without lowering the excavation efficiency. Can be extended.
【0030】(2)チップ先端が形成する同心円に外接
する面が円錐形をなすので、掘削時のビットの心の振れ
が少なく、かつ掘削能率が良い。(2) Since the surface circumscribing the concentric circle formed by the tip of the tip is formed in a conical shape, the center of the bit at the time of excavation is small and the excavation efficiency is good.
【0031】(3)カッタチップの山形の先端が回転方
向先端へ片寄っていて、前方の斜面と垂直面との角度が
後方の斜面と垂直面の角度より小さいので、掘削抵抗が
小さい。(3) Since the tip of the chevron of the cutter tip is offset toward the tip in the rotation direction, and the angle between the front slope and the vertical plane is smaller than the angle between the rear slope and the vertical plane, the excavation resistance is small.
【0032】(4)カッタチップの硬度をその他の円筒
形状チップより硬くすることにより、摩耗が少なくなり
ビットの寿命が長くなる。(4) By making the hardness of the cutter tip harder than other cylindrical tips, wear is reduced and the life of the bit is extended.
【図1】本発明の一実施の形態を示すアウタビットの図
で、(a)は平面を、(b)は縦断面を、(c)は
(b)と異なるチップの配置を示す一部断をそれぞれ示
す。FIGS. 1A and 1B are diagrams of an outer bit showing an embodiment of the present invention, wherein FIG. 1A is a plan view, FIG. 1B is a longitudinal section, and FIG. Are respectively shown.
【図2】図1のチップの配置とその拡大説明図で、
(a)は部分拡大断面を、(b)は(a)のカッタチッ
プ部分の側面を、(c)は(a)のA−A線矢視による
カッタチップの刃先の平面をそれぞれ示す。FIG. 2 is an arrangement view of the chip of FIG. 1 and an enlarged explanatory view thereof.
(A) is a partially enlarged cross section, (b) is a side surface of the cutter tip portion of (a), and (c) is a plane of a cutting edge of the cutter tip as viewed from the line AA of (a).
【図3】本発明の他の実施の形態を示すリトラクトビッ
トの平面図で、(a)は閉止状態を、(b)は掘削時の
拡開状態をそれぞれ示す。3A and 3B are plan views of a retract bit according to another embodiment of the present invention, wherein FIG. 3A shows a closed state, and FIG. 3B shows an expanded state at the time of excavation.
【図4】従来のスパイクチップタイプのアウタビットの
図で、(a)は平面を、(b)は縦断面をそれぞれ示
す。4A and 4B are diagrams of a conventional spike chip type outer bit, in which FIG. 4A shows a plane and FIG. 4B shows a longitudinal section.
【図5】従来のルーフチップタイプのアウタビットの図
で、(a)は平面を、(b)は2分の1断面した正面を
それぞれ示す。FIGS. 5A and 5B are views of a conventional roof chip type outer bit, in which FIG. 5A shows a plan view and FIG. 5B shows a half sectional front view.
【図6】従来の鉄筋ビットの図で、(a)は平面を、
(b)は2分の1断面した正面をそれぞれ示す。6A and 6B are diagrams of a conventional reinforcing bit, wherein FIG.
(B) shows a front surface of a half section, respectively.
【図7】従来のコアビットの図で、(a)は平面を、
(b)は正面をそれぞれ示す。FIGS. 7A and 7B are diagrams of a conventional core bit, wherein FIG.
(B) shows the front, respectively.
50 アウタビット 51 カッタチップ 51a 先端 51b,51c 斜面 51d 垂直面 51e 底面 52 ハイスピードチップ 53 ビット外径 54 円錐面 60 リトラクトビット O 軸心 B 回転方向 C 縦寸法 L1,L2 突き出し高さの差 Reference Signs List 50 outer bit 51 cutter tip 51a tip 51b, 51c inclined surface 51d vertical surface 51e bottom surface 52 high-speed chip 53 bit outer diameter 54 conical surface 60 retract bit O axis center B rotation direction C vertical dimension L1, L2 Difference in protrusion height
Claims (5)
削時にチップ先端が複数の同心円を描くように、軸心近
くから外周にそれぞれチップが植設され、最外周の同心
円を描くチップがカッタタイプであり、その他の同心円
を描くチップが円筒形状チップで、前記カッタタイプの
先端は最も突出した円筒形状チップの最先端より、円筒
形状チップ径dの0.2d〜1dの距離軸心方向に離れ
た最後方に位置し、前記カッタチップが描く同心円のビ
ット外径から外方への突き出し幅bは、カッタチップ幅
wの0.2w〜0.6wであり、かつ前記同心円を描く
チップの先端は軸方向最先端の円筒形状チップから前記
カッタチップにかけて、それぞれ所定の突き出し高さの
差を有していることを特徴とする複合ビット。A tip is implanted on the outer periphery of the bit from the vicinity of the axis so that the tip of the tip draws a plurality of concentric circles at the time of excavation with respect to the axis, and the outermost concentric circle is drawn. Is a cutter type, and the other concentric tip is a cylindrical tip, and the tip of the cutter type has a distance axis of 0.2d to 1d of the cylindrical tip diameter d from the tip of the most protruding cylindrical tip. The cutter tip width w is located at the rearmost position in the rearward direction, and the width b of the concentric circle drawn outward from the bit outer diameter is 0.2 w to 0.6 w of the cutter tip width w, and the concentric circle is drawn. A composite bit, wherein the tip of the tip has a predetermined protrusion height difference from the axial tip of the cylindrical tip to the cutter tip.
端は最も内側の同心円を形成し、その外側に先端が同心
円を描いて順次後方へチップが配設され、前記それぞれ
の同心円に外接する円錐面が頂点で軸心となす角αが3
0度〜60度であることを特徴とする請求項1記載の複
合ビット。2. The tip of the cylindrical tip at the axial end forms an innermost concentric circle, and the tip draws a concentric circle outside the tip, and the tips are sequentially arranged rearward, and circumscribes the respective concentric circles. The angle α between the conical surface and the axis at the vertex is 3
The composite bit according to claim 1, wherein the angle is 0 degree to 60 degrees.
向前方へ片寄っており、山形の左右の斜面と前記先端か
ら下ろした垂直面との角度は前方の角度γが後方の角度
δより小であることを特徴とする請求項1又は2記載の
複合ビット。3. The angled tip of the angle of the cutter tip is offset forward in the rotational direction, and the angle between the left and right slopes of the angle and the vertical surface lowered from the edge is such that the forward angle γ is smaller than the rearward angle δ. The composite bit according to claim 1, wherein:
間である縦寸法はカッタチップ幅wの0.8w〜2wで
あることを特徴とする請求項1,2又は3記載の複合チ
ップ。4. The composite chip according to claim 1, wherein a vertical dimension between a tip of the mountain and a bottom surface of the cutter chip is 0.8 w to 2 w of a cutter chip width w. .
状チップの硬度より高いことを特徴とする請求項1,
2,3又は4記載の複合チップ。5. The hardness of the cutter tip is higher than the hardness of the cylindrical tip.
5. The composite chip according to 2, 3, or 4.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000269209A JP2002081287A (en) | 2000-09-05 | 2000-09-05 | Composite bit |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000269209A JP2002081287A (en) | 2000-09-05 | 2000-09-05 | Composite bit |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2002081287A true JP2002081287A (en) | 2002-03-22 |
Family
ID=18755857
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2000269209A Pending JP2002081287A (en) | 2000-09-05 | 2000-09-05 | Composite bit |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2002081287A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014077274A (en) * | 2012-10-10 | 2014-05-01 | Giken Seisakusho Co Ltd | Excavation tool and excavation method |
JP2017141670A (en) * | 2017-05-24 | 2017-08-17 | 株式会社技研製作所 | Excavation method |
CN113959777A (en) * | 2021-11-20 | 2022-01-21 | 信阳市环境监控信息中心 | Energy-saving environment detection uses soil sampling device |
-
2000
- 2000-09-05 JP JP2000269209A patent/JP2002081287A/en active Pending
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014077274A (en) * | 2012-10-10 | 2014-05-01 | Giken Seisakusho Co Ltd | Excavation tool and excavation method |
JP2017141670A (en) * | 2017-05-24 | 2017-08-17 | 株式会社技研製作所 | Excavation method |
CN113959777A (en) * | 2021-11-20 | 2022-01-21 | 信阳市环境监控信息中心 | Energy-saving environment detection uses soil sampling device |
CN113959777B (en) * | 2021-11-20 | 2022-09-23 | 信阳市环境监控信息中心 | Energy-saving environment detection uses soil sampling device |
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