JP2954510B2 - Excavator - Google Patents

Excavator

Info

Publication number
JP2954510B2
JP2954510B2 JP24396395A JP24396395A JP2954510B2 JP 2954510 B2 JP2954510 B2 JP 2954510B2 JP 24396395 A JP24396395 A JP 24396395A JP 24396395 A JP24396395 A JP 24396395A JP 2954510 B2 JP2954510 B2 JP 2954510B2
Authority
JP
Japan
Prior art keywords
cylindrical
digging
bucket
excavator
closed
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 - Fee Related
Application number
JP24396395A
Other languages
Japanese (ja)
Other versions
JPH0967994A (en
Inventor
則夫 村本
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.)
KYOWA KENKI KOGYO KK
Original Assignee
KYOWA KENKI KOGYO KK
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
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Application filed by KYOWA KENKI KOGYO KK filed Critical KYOWA KENKI KOGYO KK
Priority to JP24396395A priority Critical patent/JP2954510B2/en
Publication of JPH0967994A publication Critical patent/JPH0967994A/en
Application granted granted Critical
Publication of JP2954510B2 publication Critical patent/JP2954510B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Earth Drilling (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、地中を比較的に大
きな径で垂直に掘削する装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus for vertically excavating underground with a relatively large diameter.

【0002】[0002]

【従来の技術】支柱に垂直に孔を掘削するボーリング機
械には、櫓を組んでドリルパイプを昇降自在に支持して
回転しながら掘進させていくロータリ式掘削装置が知ら
れているが、これは地下資源の採取等を目的に小さい径
で深く掘削するもので、比較的大きな径で浅く掘削する
場合に不向きであり、装置も大型で移動も容易ではな
い。
2. Description of the Related Art As a boring machine for drilling a hole perpendicularly to a column, there is known a rotary type drilling machine which assembles a turret, supports a drill pipe so as to be able to move up and down, and rotates while drilling. Digging with a small diameter and deep for the purpose of collecting underground resources, etc., is not suitable for shallow digging with a relatively large diameter, and the equipment is large and difficult to move.

【0003】そこで、円筒形バケットの底部に掘削刃を
設け、回転させながら地面を円形に削り取っていく例が
ある。掘削刃は、バケットの円形底部に半径方向に指向
して複数設けられており、刃先は半径方向に沿って回転
方向に向いていて回転により地面を円形に削っていく。
Therefore, there is an example in which an excavating blade is provided at the bottom of a cylindrical bucket, and the ground is cut in a circular shape while rotating. A plurality of digging blades are provided on the circular bottom of the bucket so as to be directed in the radial direction, and the cutting edges are directed in the rotation direction along the radial direction, and the ground is circularly ground by rotation.

【0004】円形に削り取られた掘くずは掘削刃の上に
設けられた円環状底壁に形成された隙間を通って順次送
り込まれていく。
[0004] Circular shavings are sequentially fed through gaps formed in an annular bottom wall provided on a cutting blade.

【0005】[0005]

【発明が解決しようとする課題】しかし同例は地面が柔
い層で構成されている場合には有効であるが、石等硬い
物は混ざっていたり硬い地盤で構成されているときに
は、回転方向に向いた長尺の刃先全体が硬い石等を幅広
に削ろうとするので、刃先に加わる負担が大き過ぎ刃先
を傷め易く直ぐに使用できなくなる。
However, the above example is effective when the ground is formed of a soft layer, but when a hard object such as stone is mixed or formed of hard ground, the rotation direction is reduced. The entire length of the cutting edge, which is suitable for cutting, tends to cut hard stones or the like widely, so that the load applied to the cutting edge is too large, and the cutting edge is easily damaged and cannot be used immediately.

【0006】したがって使用できる場所が限られて不便
である。なお開閉式のバケットを吊り下げ、これを落下
させて土砂を把み取るクラムシェルを穴掘り用に改良し
たハンマーグラブ等があるが円形の垂直穴を良好に仕上
げることが難しく、特に地中に硬い部分が分布している
所ではますます困難である。
[0006] Therefore, the place where it can be used is limited, which is inconvenient. In addition, there is a hammer grab which hangs an openable bucket and hangs a clamshell that digs down by dropping it and digs up the earth and sand.However, it is difficult to finish circular vertical holes well, especially in the ground. It is increasingly difficult where hard parts are distributed.

【0007】本発明は、かかる点に鑑みなされたもの
で、その目的とする処は、場所を選ばず殆どの地面を垂
直に効率良く掘削することができ、移動も簡単な掘削機
を供する点にある。
[0007] The present invention has been made in view of the above points, and an object thereof is to provide an excavator capable of efficiently excavating most of the ground vertically regardless of the location and providing easy movement. It is in.

【0008】[0008]

【課題を解決するための手段および作用】上記目的を達
成するために本発明は、鉛直線を中心軸とする円筒側壁
の下端開口縁にカッターが設けられた円筒掘削部材と、
相対的な上下動を許して一体に前記中心軸を中心に回転
可能に前記円筒掘削部材を上方より支持する回転支持手
段と、前記円筒掘削部材の内側に周方向に分割されて半
径方向に揺動自在に支持され開閉自在とした複数のバケ
ットが、開くと前記円筒掘削部材の内周面に添設され、
閉じると容器を構成する掘くず把取手段と、前記円筒掘
削部材と前記回転支持手段の相対的な上下動を変換して
前記掘くず把取手段のバケットを開閉させる開閉手段
を備えた掘削機とした。
SUMMARY OF THE INVENTION In order to achieve the above object, the present invention provides a cylindrical excavating member provided with a cutter at a lower end opening edge of a cylindrical side wall having a vertical axis as a central axis;
Allows relative vertical movement and rotates integrally about the central axis
Rotating support means for supporting the cylindrical excavation member from above as much as possible, and a plurality of buckets which are divided in the circumferential direction inside the cylindrical excavation member and supported so as to be swingable in the radial direction and can be opened and closed, Attached to the inner peripheral surface of the cylindrical excavation member,
Close means preparative debris bunch digging constituting the container when, drilling the cylinder
And closing means for opening and closing the cutting member buckets of said rotary support means relative vertical movement conversion to <br/> the excavation debris bunch winding means, and a drilling machine equipped with.

【0009】円筒掘削部材の下端開口縁のカッターが円
筒掘削部材の回転で円環状に掘削していくので、掘削幅
は小さく石等の硬いものでも容易に削り取っていくこと
ができる。こうして略円柱状に削り出された掘くず類は
円筒掘削部材の内側に入り、掘くず把取手段のバケット
の閉じ動作でこの掘くずを把み取ることができる。した
がっていかなる土壌の所でも垂直に効率良く掘削可能
で、小型で移動も容易にすることができる。
Since the cutter at the lower opening edge of the cylindrical excavating member excavates in an annular shape by the rotation of the cylindrical excavating member, even a hard excavating material having a small excavating width such as a stone can be easily scraped off. The substantially cylindrical shavings enter the inside of the cylindrical excavating member, and can be picked up by closing the bucket of the shavings holding means. Therefore, it is possible to excavate vertically in any soil efficiently, and it is small and easy to move.

【0010】また前記円筒掘削部材は、前記回転支持手
段に相対的な上下動を許して一体に回転可能に支持さ
れ、前記開閉手段は、前記円筒掘削部材と前記回転支持
手段の相対的な上下動を変換して前記掘くず把取手段を
開閉させる構成であり、掘くず把取手段を開閉させるの
に特別駆動源を必要とせず、構成を簡素化し低コストを
実現できる。
[0010] The cylindrical excavating member is supported so as to be integrally rotatable while allowing the vertical support to move relative to the rotation supporting means, and the opening / closing means is configured to allow relative movement between the cylindrical excavating member and the rotary supporting means. The structure is such that the movement is converted to open and close the digging lump grasping means. A special drive source is not required for opening and closing the digging lump grasping means, so that the structure can be simplified and the cost can be reduced.

【0011】前記カッターが、前記円筒側壁の下端開口
縁にダイヤモンドを植設して構成された請求項1または
請求項2記載の掘削機とすることで、硬い岩盤や石等で
も鋭く掘削し、場所を選ばす効率良く掘削することがで
きる。
The excavator according to claim 1 or 2, wherein the cutter is formed by implanting diamond at a lower end opening edge of the cylindrical side wall, so that even a hard rock or a stone can be sharply excavated. Excavation can be performed efficiently by selecting a place.

【0012】[0012]

【発明の実施の形態】以下図1ないし図4に図示した本
発明の一実施の形態について説明する。図1は、本実施
の形態の掘削機1の地面Eから離れた状態の円筒掘削部
材7を断面とした側断面図であり、図2は同掘削機1の
底面図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention shown in FIGS. 1 to 4 will be described below. FIG. 1 is a cross-sectional side view of a section of a cylindrical excavating member 7 of the excavator 1 of the present embodiment away from the ground E, and FIG. 2 is a bottom view of the excavator 1.

【0013】該掘削機1は、回転支軸2が鉛直下方に向
いて支持されており、回転支軸2の下端に断面矩形の角
軸3が形成されており、その角軸3の下端には、リンク
支持部材4が形成されている。リンク支持部材4は、角
軸3の下端に形成された円板部4aと、同円板部4aの
下面に直径位置に垂直に固着された矩形の垂直板部4b
からなり、同垂直板部4bに上端をピン5により枢支さ
れたリンク部材6が左右に一対設けられている。
The excavator 1 has a rotating shaft 2 supported vertically downward, and a rectangular shaft 3 having a rectangular cross section formed at the lower end of the rotating shaft 2. Has a link support member 4 formed therein. The link support member 4 includes a disk portion 4a formed at the lower end of the square shaft 3 and a rectangular vertical plate portion 4b which is vertically fixed to a lower surface of the disk portion 4a at a diameter position.
A pair of link members 6 whose upper ends are pivotally supported by pins 5 are provided on the left and right sides of the vertical plate portion 4b.

【0014】この回転支軸2の角軸3より下方を円筒掘
削部材7が覆っており、同円筒掘削部材7は円筒側壁7
aの上部に上底壁7bを有し、上底壁7bの中央の角孔
を前記角軸3が嵌合し貫通している。したがって円筒掘
削部材7は、回転支軸2に対して上下方向の相対的な移
動が可能であるが、回転は回転支軸2と一体となる。
A cylindrical excavating member 7 covers a portion below the angular axis 3 of the rotary support shaft 2.
The upper shaft a has an upper bottom wall 7b, and the square shaft 3 fits and penetrates a central square hole of the upper bottom wall 7b. Therefore, the cylindrical excavation member 7 can move vertically relative to the rotation support shaft 2, but the rotation is integrated with the rotation support shaft 2.

【0015】かかる円筒掘削部材7の上底壁7bの上面
には数箇所フック8が突設され、円筒側壁7aの下端開
口縁には多数の人工ダイヤモンドが植設されたダイヤモ
ンドカッター9が設けられ、円筒側壁7aのこの下端縁
に沿った内周面にはインサイドカッター10が、相対向し
て一対突設されている。
Hooks 8 protrude from the upper bottom wall 7b of the cylindrical excavating member 7 at several places, and a diamond cutter 9 in which a large number of artificial diamonds are planted is provided at the lower opening edge of the cylindrical side wall 7a. A pair of inside cutters 10 are provided on the inner peripheral surface along the lower edge of the cylindrical side wall 7a so as to face each other.

【0016】ダイヤモンドカッター9のダイヤモンド
は、開口縁に内外2重の同心円状の配列をなして植設さ
れ、内側に配列されるダイヤモンドは,回転方向に対向
した角度で植えられ、外側に配列されるダイヤモンド
は,回転方向に沿った角度で植設されている。したがっ
て回転支軸2は中心軸X−Xを中心に回転すると、角軸
3を介して円筒掘削部材7が回転し、下端開口端縁のダ
イヤモンドカッター9が中心軸X−Xを中心に回転して
地面Eを環状に削り取るように掘削することができる。
The diamonds of the diamond cutter 9 are planted at the opening edge in a double concentric arrangement inside and outside, and the diamonds arranged inside are planted at an angle facing the rotation direction and arranged outside. Diamonds are planted at angles along the direction of rotation. Therefore, when the rotation support shaft 2 rotates about the center axis XX, the cylindrical excavation member 7 rotates via the square axis 3, and the diamond cutter 9 at the lower end opening edge rotates about the center axis XX. The ground E can be excavated so as to scrape the ground in an annular shape.

【0017】そして円筒掘削部材7の内部において、円
筒側壁7aの内周面の上部対称な位置に一対のブラケッ
ト11が突設され、左右一対のバケット12はその上部柄部
12bがブラケット11にピン13により枢支されて揺動自在
に吊設されている。
Inside the cylindrical excavating member 7, a pair of brackets 11 protrude from the inner peripheral surface of the cylindrical side wall 7a at symmetrically upper positions, and a pair of left and right buckets 12 have upper handle portions thereof.
A bracket 12b is supported by a bracket 11 by a pin 13 and is swingably suspended.

【0018】バケット12は、漏斗の円錐部を中心軸に沿
って2つ割りに分割したような形状のバケット本体部12
aとバケット本体部12aの中央の母線に沿って上方へ延
出した柄部12bと同柄部12bの上端で内側へ折曲したア
ーム部12cとが一体に形成されたものである。このバケ
ット12の柄部12bとアーム部12cとの折曲部が前記一対
のブラケット11の間に嵌挿され、前記ピン13に貫通され
てバケット本体部9aが円筒掘削部材7内で左右半径方
向に揺動自在に吊設される。
The bucket body 12 has a shape such that the cone of the funnel is divided into two along the central axis.
a, a handle portion 12b extending upward along a central generatrix of the bucket body portion 12a, and an arm portion 12c bent inward at the upper end of the handle portion 12b are integrally formed. The bent portion of the handle portion 12b and the arm portion 12c of the bucket 12 is inserted between the pair of brackets 11 and penetrated by the pins 13 so that the bucket body 9a is moved in the right and left radial directions in the cylindrical excavating member 7. Is swingably suspended.

【0019】そして左右アーム部12cの端部が、それぞ
れ前記一対のリンク部材6の下端とピン14により枢着さ
れ、回転支軸2と左右のバケット12との間は、リンク部
材6によるリンク機構が構成されている。なお前記一対
のインサイドカッター10は、左右のバケット12の境目に
位置して、バケット9の下端の揺動とは干渉しない。
The ends of the left and right arm portions 12c are pivotally connected to the lower ends of the pair of link members 6 by pins 14, respectively. A link mechanism between the rotary support shaft 2 and the left and right buckets 12 is provided by the link members 6. Is configured. The pair of inside cutters 10 are located at the boundary between the left and right buckets 12 and do not interfere with the swing of the lower end of the bucket 9.

【0020】本実施の形態は、以上のような構造をして
いるので、図1に示すように円筒掘削部材7が地面Eか
ら離れているときには、円筒掘削部材7は円筒掘削部材
7の上底壁7bがリンク支持部材4の上側円板部4aに
当接して支持され、同時にリンク部材6を介してバケッ
ト12のアーム12cを上方へ揺動し、したがってバケット
本体部12aがピン13を中心に内側へ揺動して左右のバケ
ット本体部12aが合わさって下方を閉じ円錐状の容器を
構成している。
Since the present embodiment has the above structure, when the cylindrical digging member 7 is separated from the ground E as shown in FIG. The bottom wall 7b is supported in contact with the upper disk portion 4a of the link support member 4, and simultaneously swings the arm 12c of the bucket 12 upward through the link member 6, so that the bucket body 12a is centered on the pin 13. And the left and right bucket bodies 12a are joined together to form a conical container with the lower part closed.

【0021】この状態から回転支軸2を下降していく
と、まず円筒掘削部材7がダイヤモンドカッター9にお
いて地面Eに接し、さらに回転支軸2は角軸3、リンク
支持部材4とともに下降し、リンク部材6を介してバケ
ット12のアーム部12cを下方に揺動させ、したがってバ
ケット本体部12aはピン13を中心に外側へ揺動して図3
に示すように左右に開く。
When the rotary support shaft 2 is lowered from this state, the cylindrical excavating member 7 first comes into contact with the ground E at the diamond cutter 9, and further, the rotary support shaft 2 is lowered together with the square shaft 3 and the link support member 4. The arm portion 12c of the bucket 12 swings downward through the link member 6, so that the bucket body portion 12a swings outward around the pin 13 and the
Open left and right as shown.

【0022】かかる状態で回転支軸22が回転され、角軸
23を介して円筒掘削部材7が回転されてダイヤモンドカ
ッター9の旋回により地面Eを環状に掘削していく。石
や硬い岩盤等もダイヤモンドの植設されたカッター9
が、狭い掘削幅で容易に削り取って掘削していく。
In this state, the rotation support shaft 22 is rotated, and the
The cylindrical excavating member 7 is rotated via 23, and the ground E is excavated in an annular shape by turning of the diamond cutter 9. Stones and hard rocks are also cutters with diamonds implanted 9
However, it is easy to cut and excavate with a narrow excavation width.

【0023】円筒掘削部材7の内部に形成される円柱状
の掘り山の外周部は、円筒側壁7aの内周面下端に突設
されたインサイドカッター10の旋回により所定の厚さで
削り取られる。したがって円筒掘削部材7がある程度掘
進すると、開いて円筒側壁7aの内周面に添設されたバ
ケット12は掘り山の削り取られた外周部に進入するの
で、バケット12が回転を妨げるようなことはなく、左右
に開いたバケット本体部12a内に掘り山が徐々に形成さ
れていく。
The outer peripheral portion of the columnar excavation formed inside the cylindrical excavating member 7 is shaved with a predetermined thickness by turning an inside cutter 10 protruding from the lower end of the inner peripheral surface of the cylindrical side wall 7a. Therefore, when the cylindrical excavating member 7 excavates to some extent, the bucket 12 attached to the inner peripheral surface of the cylindrical side wall 7a opens and enters the outer peripheral portion of the excavated mountain, so that the bucket 12 does not hinder rotation. Instead, a digging hill is gradually formed in the bucket body 12a that is opened left and right.

【0024】円筒掘削部材7内の掘り山が適当な高さに
形成された所で掘削を停止し、回転支軸2を上昇させる
と、図4に示すようにリンク部材6を介してアーム部12
cを上方へ揺動させるので、左右のバケット本体部12a
が閉じていき、内部に形成された掘り山を把み取ってい
く。図4は円筒掘削部材7とともにバケット12も断面と
した掘削機1の側断面図である。
When the excavation in the cylindrical excavation member 7 is stopped at a place where the excavation hill is formed at an appropriate height, and the rotary support shaft 2 is raised, as shown in FIG. 12
c is swung upward, so that the left and right bucket body portions 12a
Closes and grabs the excavated mountain formed inside. FIG. 4 is a sectional side view of the excavator 1 in which the bucket 12 is sectioned together with the cylindrical excavating member 7.

【0025】なおこの間円筒掘削部材7は、円筒側壁7
aが外周囲の地面の圧力を受けて締め付けられた状態に
あって、バケット本体部12aが閉じるまでリンク部材6
の上昇に追随して上昇することはない。そして左右のバ
ケット本体部12aが掘り山を把み取り閉じ合わされる
と、回転支軸2の上昇は直接円筒掘削部材7に伝達され
るようになり円筒掘削部材7が上方へ抜き去られる。
During this time, the cylindrical excavating member 7 is
a is in a state of being tightened under the pressure of the outer peripheral ground, and the link member 6 is closed until the bucket body 12a is closed.
It does not rise following the rise of. Then, when the left and right bucket bodies 12a grasp the digging hill and are closed, the rise of the rotary support shaft 2 is directly transmitted to the cylindrical digging member 7, and the cylindrical digging member 7 is pulled upward.

【0026】バケット12が把み取った掘くずは別の場所
で適当な固定部にフック8を引っ掛けるようにして円筒
掘削部材7を固定し回転支軸2を幾らか下降させればバ
ケット9は開いて中の掘くずを落とすことができる。そ
して再び地面Eの穴に円筒掘削部材5を合わせて進入さ
せ掘削し、これを繰り返し行い円形の垂直穴を掘ってい
く。
The digging waste picked up by the bucket 12 is fixed to the cylindrical excavating member 7 by hooking the hook 8 to an appropriate fixing portion at another place, and the rotating shaft 2 is lowered somewhat to open the bucket 9. Can remove the trash inside. Then, the cylindrical excavating member 5 is again inserted into the hole of the ground E, and the hole is excavated. This is repeated, and a circular vertical hole is dug.

【0027】なお地面Eの穴に円筒掘削部材5を合わせ
て進入させる際に、地面Eの穴の径が周囲の圧力により
若干小さくなっていて、円筒掘削部材5の進入に幾らか
抵抗となるが、この抵抗により先端のダイヤモンドカッ
ター6が直接地面に衝接するのが回避されており、カッ
ター6の耐久性の向上に寄与している。
When the cylindrical excavating member 5 is made to enter the hole of the ground E, the diameter of the hole of the ground E is slightly reduced due to the surrounding pressure, so that there is some resistance to the penetration of the cylindrical excavating member 5. However, the resistance prevents the diamond cutter 6 at the tip from directly contacting the ground, which contributes to the improvement of the durability of the cutter 6.

【0028】以上のように本実施の形態の掘削機1は、
簡単な構造で、地面に比較的大きな径の穴を垂直に掘削
して掘くずも取り除きながら掘進していくことができ作
業効率が良い。石や硬い岩盤等土壌の状態の如何にかか
わらず掘削することができ場所を選ばず使用でき、また
移動も簡単で便利である。
As described above, the excavator 1 according to the present embodiment
With a simple structure, it is possible to excavate a hole having a relatively large diameter in the ground vertically, and to excavate while removing digging debris. It is possible to drill regardless of the state of stone and hard rock such as soil location can be used not selected, and also <br/> movement is also easy and convenient.

【0029】またバケット32の開閉をリンク機構を介し
て行っているので、動きが円滑であり、かつバケット12
を開閉する駆動源を別途必要とせず構造が簡単で製造コ
ストもかからない。
Since the opening and closing of the bucket 32 is performed via the link mechanism, the movement is smooth and the
Since a separate drive source for opening and closing is not required, the structure is simple and the production cost is not required.

【0030】上記実施の形態では、バケット12の開閉
は、リンク機構により行っていたが、これをカム機構に
より行う掘削機21の例を、次に図5および図8に示し説
明する。回転支軸22が鉛直下方に向いて支持されてお
り、回転支軸22の下端には径を小さくしてスプライン軸
23が形成されており、さらにスプライン軸23の下端には
円柱の上下にフランジ24a, 24bが形成されたカム24が
設けられている。
In the above embodiment, the opening and closing of the bucket 12 is performed by the link mechanism. However, an example of the excavator 21 that performs the opening and closing by the cam mechanism will be described with reference to FIGS. The rotation support shaft 22 is supported vertically downward, and the lower end of the rotation support shaft 22 is reduced in diameter to form a spline shaft.
A cam 24 is formed at the lower end of the spline shaft 23. The cam 24 has flanges 24a and 24b formed above and below the cylinder.

【0031】そしてスプライン軸23より下方を覆うよう
にして円筒掘削部材25が設けられており、円筒掘削部材
25は円筒側壁25aの上部に上底壁25bを有し、上底壁25
bの中央の円孔にスプライン溝が形成されて、前記スプ
ライン軸23に昇降自在にスプライン嵌合している。
A cylindrical excavating member 25 is provided so as to cover below the spline shaft 23.
25 has an upper bottom wall 25b above the cylindrical side wall 25a,
A spline groove is formed in the center circular hole of b, and is spline-fitted to the spline shaft 23 so as to be able to move up and down.

【0032】なお円筒掘削部材25の上底壁25bの上面に
は数箇所フック30が突設され、この円筒掘削部材25の円
筒側壁25aの下端開口縁にダイヤモンドカッター26が設
けられている。
A plurality of hooks 30 protrude from the upper surface of the upper bottom wall 25b of the cylindrical excavation member 25, and a diamond cutter 26 is provided at the lower end opening edge of the cylindrical side wall 25a of the cylindrical excavation member 25.

【0033】このような円筒掘削部材25の内部におい
て、円筒側壁25aの内周面の上部対称な箇所にそれぞれ
一対のブラケット27が対向して突設され、同対向する一
対のブラケットを貫通したピン28が所定位置に架設さ
れ、同ピン28に揺動自在に支持されて左右一対の半円錐
状のバケット29が吊設されている。
In the inside of the cylindrical excavating member 25, a pair of brackets 27 are respectively protruded from oppositely symmetric locations on the inner peripheral surface of the cylindrical side wall 25a, and pins which penetrate the pair of opposed brackets are provided. A pair of right and left semi-conical buckets 29 are suspended from the pins 28 so as to be swingable.

【0034】バケット29のバケット本体部29aの中央の
母線に沿って上方へ延出した柄部29bと同柄部29bの上
端で内側へ折曲しL字状に突出したカムフォロワー部29
cとが一体に形成されたものである。
A handle 29b extending upward along the center generatrix of the bucket body 29a of the bucket 29 and a cam follower 29 bent inward at the upper end of the handle 29b and projecting in an L-shape.
and c are integrally formed.

【0035】このバケット29の柄部29bとカムフォロワ
ー部29cとの折曲部が前記一対のブラケット27の間に嵌
挿され、前記ピン28に貫通されてバケット本体部29aが
円筒掘削部材25内で左右半径方向に揺動自在に吊設され
る。そしてカムフォロワー部29cの先端部は前記カム24
の上下のフランジ24aと24b間に位置している。また円
筒掘削部材25の円筒側壁25aの内周面における下端開口
縁に沿った相対向する位置に一対のインサイドカッター
31が突設されている。
The bent portion of the handle 29b and the cam follower portion 29c of the bucket 29 is inserted between the pair of brackets 27 and penetrated by the pins 28 so that the bucket body 29a is inserted into the cylindrical excavating member 25. At the right and left radial directions. The tip of the cam follower portion 29c is
Are located between the upper and lower flanges 24a and 24b. Also, a pair of inside cutters are provided at opposing positions along the lower opening edge on the inner peripheral surface of the cylindrical side wall 25a of the cylindrical excavating member 25.
31 are protruding.

【0036】図5に示すように、円筒掘削部材25が地面
Eから離れているときには、円筒掘削部材25はスプライ
ン軸23を下方へ摺動して円筒掘削部材25の上底壁25bが
カム24の上側フランジ24aに当接して支持され、同時に
カム24の下側フランジ24bがバケット29のカムフォロワ
ー部29cを上方へ揺動し、したがってバケット本体部29
aがピン28を中心に内側へ揺動して左右のバケット本体
部29aが合わさって下方を円錐状に閉じて容器を構成し
ている。
As shown in FIG. 5, when the cylindrical excavating member 25 is separated from the ground E, the cylindrical excavating member 25 slides down the spline shaft 23 so that the upper bottom wall 25b of the cylindrical excavating member 25 moves to the cam 24. And the lower flange 24b of the cam 24 swings the cam follower portion 29c of the bucket 29 upward, so that the bucket body 29
a swings inward about the pin 28 so that the left and right bucket body portions 29a are joined together and the lower portion is closed in a conical shape to form a container.

【0037】この状態から回転支軸22を下降していく
と、円筒掘削部材25がダイヤモンドカッター26において
地面Eに接し、さらに回転支軸22はスプライン軸23、カ
ム24とともに下降させることができ、下降したカム24は
上側フランジ24aがバケット29のカムフォロワー部29c
を上から押圧して揺動させ、したがってバケット29のバ
ケット本体部29aはピン28を中心に外側へ揺動して図7
に示すように左右に開く。
When the rotary shaft 22 is lowered from this state, the cylindrical excavating member 25 comes into contact with the ground E at the diamond cutter 26, and the rotary shaft 22 can be lowered together with the spline shaft 23 and the cam 24. The lowered cam 24 has a cam follower portion 29c of the bucket 29 on the upper flange 24a.
Is pressed from above to swing, and the bucket body 29a of the bucket 29 swings outward about the pin 28, and
Open left and right as shown.

【0038】かかる状態で回転支軸22が回転され、スプ
ライン軸23を介して円筒掘削部材25が回転されダイヤモ
ンドカッター26の旋回により地面Eを環状に掘削してい
くことができる。
In this state, the rotary support shaft 22 is rotated, the cylindrical excavating member 25 is rotated via the spline shaft 23, and the ground E can be excavated in an annular shape by turning the diamond cutter 26.

【0039】掘り山が適当な高さに形成された所で掘削
を停止し、回転支軸22を上昇させると、まずカム24の上
昇で下側フランジ24bがバケット29のカムフォロワー部
29cに当接してカムフォロワー部29cを上方へ揺動させ
るので、左右のバケット本体部29aが閉じていき、図8
に示すように内部に蓄積した掘り山を把み取っていく。
When the excavation is stopped at a place where the excavation is formed at an appropriate height, and the rotary support shaft 22 is raised, the lower flange 24 b is first raised by the rise of the cam 24 and the cam follower portion of the bucket 29.
Since the cam follower portion 29c is swung upward by contacting the cam follower 29c, the left and right bucket body portions 29a are closed, and FIG.
The digging pile accumulated inside is grasped as shown in.

【0040】そして左右のバケット本体部29aが掘り山
を把み取り閉じ合わされると、回転支軸22の上昇は直接
円筒掘削部材25にあるいはバケット29を介して円筒掘削
部材25に伝達されるようになり円筒掘削部材25が上方へ
抜き去られる。こうして地面Eに円形の穴が掘られ、掘
くずはバケット29によって取り除かれ、別の場所でフッ
ク30を介して円筒掘削部材25を固定し回転支軸22を幾ら
か下降させればバケット29は開いて中の掘くずを落とす
ことができる。
When the left and right bucket body portions 29a grasp the digging hill and are closed, the rise of the rotary support shaft 22 is transmitted directly to the cylindrical digging member 25 or to the cylindrical digging member 25 via the bucket 29. And the cylindrical excavation member 25 is pulled upward. In this way, a circular hole is dug in the ground E, the swarf is removed by the bucket 29, and the cylindrical excavating member 25 is fixed at another place via the hook 30 and the rotating shaft 22 is lowered somewhat to open the bucket 29. Can remove the trash inside.

【0041】そして再び地面Eの穴に円筒掘削部材25を
合わせて進入させ掘削し、これを繰り返し行い円形の垂
直穴を掘っていく。なお本実施の形態において回転支軸
22と円筒掘削部材25との間にエアシリンダーを介装し
て、同エアシリンダーの駆動でバケットの開閉を自由に
行えるようにしてもよい。
Then, the cylindrical excavating member 25 is again inserted into the hole of the ground E, and the hole is excavated. This is repeated, and a circular vertical hole is dug. In this embodiment, the rotating shaft
An air cylinder may be interposed between the cylindrical excavation member 25 and the cylindrical excavation member 25 so that the bucket can be freely opened and closed by driving the air cylinder.

【0042】次に別の実施例を図9ないし図11に図示
し説明する。回転支軸40の下端に一体に径を大きくして
円筒掘削部41が形成されるとともに、円筒掘削部41の内
側上部に回転支軸40が延出した形でカム部42が一体に形
成されている。
Next, another embodiment will be described with reference to FIGS. 9 to 11. FIG. A cylindrical excavation part 41 is formed integrally with the lower end of the rotating shaft 40 by increasing the diameter, and a cam part 42 is integrally formed with the rotating shaft 40 extending inside the upper part of the cylindrical excavating part 41. ing.

【0043】カム部42は前記カム24と同様上下にフラン
ジ42a、42bを有し、円筒掘削部41の下端開口縁にはダ
イヤモンドカッター43が設けられ、円筒掘削部41の下端
開口縁に沿った内周面に互いに対向して一対のインサイ
ドカッター49が突設されている。
The cam portion 42 has upper and lower flanges 42a and 42b similarly to the cam 24. A diamond cutter 43 is provided at the lower end opening edge of the cylindrical excavation portion 41, and extends along the lower end opening edge of the cylindrical excavation portion 41. A pair of inside cutters 49 protrude from the inner peripheral surface so as to face each other.

【0044】そして円筒掘削部41の上底壁に矩形の貫通
孔44が対称位置に一対形成され、帯状板をコ字状に折曲
した昇降部材45を該貫通孔44に連結部45aを上にして嵌
挿し、上部連結部45aを、回転支軸40に沿って固定され
たエアシリンダー46の下方へ突出したシリンダーロッド
46aの先端に固着して昇降部材45を支持している。
A pair of rectangular through-holes 44 are formed in the upper bottom wall of the cylindrical excavation part 41 at symmetrical positions. And the upper connecting portion 45a is protruded downward from the air cylinder 46 fixed along the rotation support shaft 40.
The lifting member 45 is fixed to the tip of 46a.

【0045】したがってエアシリンダー46の駆動でシリ
ンダーロッド46aを突出すると昇降部材45が下がり、シ
リンダーロッド46aを引っ込めると、昇降部材45が上昇
する。なおエアシリンダー46には回転支軸40内に形成さ
れた通気路40aがエアシリンダー46に連結されており、
通気路40aを介してエアの導入導出が行われる。
Therefore, when the cylinder rod 46a is projected by driving the air cylinder 46, the elevating member 45 is lowered. When the cylinder rod 46a is retracted, the elevating member 45 is raised. The air cylinder 46 has an air passage 40a formed in the rotary support shaft 40 connected to the air cylinder 46.
The introduction and derivation of air is performed via the air passage 40a.

【0046】貫通孔44に嵌挿された昇降部材45の下端は
円筒掘削部41の円筒内にあって対向する側辺間に架設さ
れたピン47によってバケット48の柄部48bを枢着してバ
ケット48を吊設する。
The lower end of the elevating member 45 inserted into the through hole 44 is pivotally attached to the handle 48b of the bucket 48 by a pin 47 provided in the cylinder of the cylindrical excavation part 41 and provided between the opposing sides. The bucket 48 is suspended.

【0047】このバケット48は、前記実施の形態のバケ
ット29と略同じ形状をしていて、バケット本体部48aが
下方に揺動自在に吊設され、柄部48bより屈曲してカム
フォロワー部48cが形成されていて、このカムフォロワ
ー部48cは前記カム部42の上下のフランジ42a, 42bの
間に位置する。
The bucket 48 has substantially the same shape as the bucket 29 of the above-described embodiment, and a bucket body 48a is suspended so as to be swingable downward, bent from the handle 48b and cam follower 48c. The cam follower portion 48c is located between the upper and lower flanges 42a, 42b of the cam portion 42.

【0048】図10に示すようにエアシリンダー46がシ
リンダーロッド46aを引っ込めると、昇降部材45が上昇
して同時にピン47を介してバケット48が上昇し、カムフ
ォロワー部48cがカム部42の上側フランジ42aに当接し
てバケット本体部48aを外側に開くことができる。この
状態で地面を掘削していく。
As shown in FIG. 10, when the air cylinder 46 retracts the cylinder rod 46a, the lifting member 45 rises and at the same time the bucket 48 rises via the pin 47, and the cam follower portion 48c is connected to the upper flange of the cam portion 42. The bucket body 48a can be opened outward by contacting the bucket body 42a. The ground is excavated in this state.

【0049】そしてエアシリンダー46がシリンダーロッ
ド46aを突出させると昇降部材45が下降し、同時にピン
47を介してバケット48も下降し、このときカムフォロワ
ー部48cがカム部42の下側フランジ42bに当接して図1
1に示すようにバケット本体部48aを内側へ揺動して左
右のバケット本体部48aが閉じ合わされる。このバケッ
ト本体部48aの閉じ動作で内側に蓄積した掘くずを把み
取ることができる。
When the air cylinder 46 protrudes the cylinder rod 46a, the elevating member 45 descends, and at the same time, the pin
The bucket 48 also descends via 47, and at this time, the cam follower portion 48c comes into contact with the lower flange 42b of the cam portion 42, and FIG.
As shown in FIG. 1, the bucket body 48a is swung inward to close the left and right bucket bodies 48a. By the closing operation of the bucket body 48a, the cutting waste accumulated inside can be grasped.

【0050】把み取られた掘くずは、図10に示すよう
にエアシリンダー46のシリンダーロッド46aを引っ込め
ることでバケット本体部48aを開き所定の位置に落下さ
せることができる。
As shown in FIG. 10, the digged litter can be dropped into a predetermined position by opening the bucket body 48a by retracting the cylinder rod 46a of the air cylinder 46.

【0051】次にさらに別の実施例について図12およ
び図13に図示し説明する。同実施例は、回転支軸60の
下端に径を大きくした円筒掘削部材61を一体に形成し、
回転支軸60内にエアシリンダー62を内蔵して下方へシリ
ンダーロッド62aを突出させ、同シリンダーロッド62a
の円筒掘削部材61内の先端にカム63を固着している。
Next, still another embodiment will be described with reference to FIGS. 12 and 13. FIG. In this embodiment, a cylindrical excavating member 61 having a larger diameter is integrally formed at the lower end of the rotating shaft 60,
An air cylinder 62 is built in the rotation support shaft 60, and a cylinder rod 62a is protruded downward.
The cam 63 is fixed to the tip inside the cylindrical excavation member 61.

【0052】カム43および円筒掘削部材61内のバケット
64の形状さらに両者の作動機構は前記図5ないし図8に
図示した実施の形態と同じであり、円筒掘削部材61の下
端開口縁のダイヤモンドカッター65、内周面のインサイ
ドカッター69も同様である。
The cam 43 and the bucket in the cylindrical excavating member 61
The shape of 64 and the operating mechanism of both are the same as those of the embodiment shown in FIGS. 5 to 8, and the same applies to the diamond cutter 65 at the lower opening edge of the cylindrical excavating member 61 and the inside cutter 69 at the inner peripheral surface. .

【0053】すなわちバケット64はバケット本体64aか
ら柄部64bが延び、屈曲してカムフォロワー部64cが形
成され、円筒掘削部材61の内周面に設けられたブラケッ
ト65にピン66により柄部64bとカムフォロワー部64cの
屈曲部を枢着されてバケット本体64aが吊設され、カム
フォロワー部64cはカム63の上下のフランジ63a,63b
の間に位置している。
That is, in the bucket 64, the handle portion 64b extends from the bucket body 64a and bends to form a cam follower portion 64c. The cam follower portion 64c is formed by a pin 66 on the bracket 65 provided on the inner peripheral surface of the cylindrical excavating member 61. The bucket body 64a is suspended by pivotally connecting the bent portion of the cam follower portion 64c. The cam follower portion 64c is formed by upper and lower flanges 63a, 63b of the cam 63.
It is located between.

【0054】したがってエアシリンダー62がエアシリン
ダーロッド62aを突出させると図12に示すようにカム
63の上側フランジ63aがバケット64のカムフォロワー部
64cを下方へ揺動しバケット本体64aを開き、逆にエア
シリンダー62が引っ込めると図13に示すようにカム63
の下側フランジ63bがバケット64のカムフォロワー部64
cを上方へ揺動しバケット本体64aを閉じることができ
る。
Therefore, when the air cylinder 62 causes the air cylinder rod 62a to protrude, as shown in FIG.
63 upper flange 63a is cam follower part of bucket 64
When the air cylinder 62 is retracted by swinging the bucket body 64c downward and the air cylinder 62 is retracted, as shown in FIG.
The lower flange 63b is the cam follower 64 of the bucket 64
By swinging c upward, the bucket body 64a can be closed.

【0055】バケット64を開いた状態で円筒掘削部材61
を回転して掘削し、バケット64を閉じることで掘くずを
把み取り、再びバケット64を開くことで把み取った掘く
ずを落とすことができる。
With the bucket 64 open, the cylindrical excavating member 61
Is rotated to excavate, and the bucket 64 is closed to catch the swarf, and the bucket 64 is opened again to drop the swarf.

【0056】以上の実施例では掘くずを把み取るのに一
対のバケットを用いたが、2個と限らず3個以上のバケ
ットを円筒掘削部材の内周に揺動自在に設け、互いに接
離して開閉自在にし多数のバケットで掘くずを把み取る
ようにしてもよい。
In the above embodiment, a pair of buckets was used to grasp the swarf. However, not limited to two, three or more buckets were provided on the inner periphery of the cylindrical digging member so as to be able to swing and contact each other. The digging litter may be separated and opened and closed freely and a large number of buckets may grasp the digging litter.

【0057】[0057]

【発明の効果】本発明は、円筒掘削部材が地面を円環状
に掘削し、円筒掘削部材内の掘くず把取部材が掘くずを
把み取ることができるので、地面の状態の如何かかわら
ず垂直に掘削が可能であり、掘削と掘くずの取り出しを
1つの掘削機で行い作業効率がよく、小型で移動も容易
にすることができる。
According to the present invention, the cylindrical excavating member excavates the ground in an annular shape, and the litter holding member in the cylindrical excavating member can grip the litter, regardless of the state of the ground. It is possible to excavate vertically, and excavation and removal of swarf can be performed by a single excavator, so that work efficiency is good, and small and easy to move.

【0058】円筒掘削部材が、回転支持手段に相対的な
上下動を許して一体に回転可能に支持され、開閉手段
が、前記円筒掘削部材と前記回転支持手段の相対的な上
下動を変換して前記掘くず把取手段を開閉させること
で、掘くず把取手段を開閉させるのに特別駆動源を必要
とせず、構成を簡素化し低コストを実現できる。
A cylindrical excavating member is supported so as to be rotatable integrally with the rotary supporting means while allowing a relative vertical movement, and an opening / closing means converts the relative vertical movement between the cylindrical excavating member and the rotary supporting means. By opening and closing the digging waste holding means, a special drive source is not required for opening and closing the digging waste holding means, thereby simplifying the configuration and realizing low cost.

【0059】円筒側壁の下端開口縁にダイヤモンドを植
設してカッターを構成することで、硬い岩盤や石等でも
鋭く掘削し、場所を選ばす効率良く掘削することができ
る。
By arranging diamond at the lower end opening edge of the cylindrical side wall to form a cutter, it is possible to excavate hard rock or stone, etc., and to excavate efficiently at any place.

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

【図1】本発明に係る一実施の形態の掘削機の側断面図
である。
FIG. 1 is a side sectional view of an excavator according to an embodiment of the present invention.

【図2】同底面図である。FIG. 2 is a bottom view of the same.

【図3】同掘削機の別の状態の側断面図である。FIG. 3 is a side sectional view of the excavator in another state.

【図4】同掘削機のさらに別の状態の側断面図である。FIG. 4 is a side sectional view of the excavator in another state.

【図5】別の実施の形態の掘削機の側断面図である。FIG. 5 is a side sectional view of an excavator according to another embodiment.

【図6】同底面図である。FIG. 6 is a bottom view of the same.

【図7】同掘削機の別の状態の側断面図である。FIG. 7 is a side sectional view of the excavator in another state.

【図8】同掘削機のさらに別の状態の側断面図である。FIG. 8 is a side sectional view of the excavator in still another state.

【図9】また別の実施の形態の掘削機の側面図である。FIG. 9 is a side view of an excavator according to another embodiment.

【図10】同側断面図である。FIG. 10 is a sectional side view of the same.

【図11】同掘削機における別の状態の側断面図であ
る。
FIG. 11 is a side sectional view of the excavator in another state.

【図12】さらに別の実施の形態の掘削機の側断面図で
ある。
FIG. 12 is a side sectional view of an excavator according to still another embodiment.

【図13】同掘削機の別の状態の側断面図である。FIG. 13 is a side sectional view of the excavator in another state.

【符号の説明】[Explanation of symbols]

1…掘削機、2…回転支軸、3…角軸、4…リンク支持
部材、5…ピン、6…リンク部材、7…円筒掘削部材、
8…フック、9…ダイヤモンドカッター、10…インサイ
ドカッター、11…ブラケット、12…バケット、13…ピ
ン、21…掘削機、22…回転支軸、23…スプライン軸、24
…カム、25…円筒掘削部材、26…ダイヤモンドカッタ
ー、27…ブラケット、28…ピン、29…バケット、30…フ
ック、31…インサイドカッター、40…回転支軸、41…円
筒掘削部、42…カム部、43…ダイヤモンドカッター、44
…貫通孔、45…昇降部材、46…エアシリンダー、47…ピ
ン、48…バケット、49…インサイドカッター、60…回転
支軸、61…円筒掘削部材、62…エアシリンダー、63…カ
ム、64…バケット、65…ブラケット、66…ピン、67…ダ
イヤモンドカッター、68…インサイドカッター。
DESCRIPTION OF SYMBOLS 1 ... Excavator, 2 ... Rotating spindle, 3 ... Square axis, 4 ... Link support member, 5 ... Pin, 6 ... Link member, 7 ... Cylindrical excavation member,
8 Hook, 9 Diamond cutter, 10 Inside cutter, 11 Bracket, 12 Bucket, 13 Pin, 21 Excavator, 22 Rotation support shaft, 23 Spline shaft, 24
… Cam, 25… Cylindrical digging member, 26… Diamond cutter, 27… Bracket, 28… Pin, 29… Bucket, 30… Hook, 31… Inside cutter, 40… Rotating spindle, 41… Cylindrical digging part, 42… Cam Part, 43 ... diamond cutter, 44
… Through holes, 45… elevating members, 46… air cylinders, 47… pins, 48… buckets, 49… inside cutters, 60… rotary spindles, 61… cylindrical digging members, 62… air cylinders, 63… cams, 64… Bucket, 65… Bracket, 66… Pin, 67… Diamond cutter, 68… Inside cutter.

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 鉛直線を中心軸とする円筒側壁の下端開
口縁にカッターが設けられた円筒掘削部材と、相対的な上下動を許して一体に前記中心軸を中心に回転
可能に前記 円筒掘削部材を上方より支持する回転支持手
段と、 前記円筒掘削部材の内側に周方向に分割されて半径方向
に揺動自在に支持され開閉自在とした複数のバケット
が、開くと前記円筒掘削部材の内周面に添設され、閉じ
ると容器を構成する掘くず把取手段と、前記円筒掘削部材と前記回転支持手段の相対的な上下動
を変換して 前記掘くず把取手段のバケットを開閉させる
開閉手段と を備えたことを特徴とする掘削機。
1. A cylindrical excavating member having a cutter provided at a lower end opening edge of a cylindrical side wall having a vertical axis as a central axis, and integrally rotating about the central axis while allowing relative vertical movement.
Rotating support means for supporting the cylindrical excavation member from above as much as possible, and a plurality of buckets which are divided in the circumferential direction inside the cylindrical excavation member and supported so as to be swingable in the radial direction and can be opened and closed, Digging litter grasping means attached to the inner peripheral surface of the cylindrical digging member and forming a container when closed, and relative vertical movement of the cylindrical digging member and the rotary support means
Excavator comprising the opening and closing means for converting to opening and closing the bucket of the digging debris bunch winding means.
【請求項2】 鉛直線を中心軸とする円筒側壁の下端開
口縁にカッターが設けられた円筒掘削部材と、 前記中心軸を中心に一体に回転可能に前記円筒掘削部材
を下端に形成した回転支持手段と、 前記円筒掘削部材の内側に周方向に分割されて半径方向
に揺動自在に支持され開閉自在とした複数のバケット
が、開くと前記円筒掘削部材の内周面に添設され、閉し
ると容器を構成する掘くず把取手段と、 前記回転支持手段に支持され前記掘くず把取手段のバケ
ットを開閉駆動する駆動手段と、 を備えたことを特徴とする掘削機。
2. A lower end opening of a cylindrical side wall centered on a vertical line.
A cylindrical drilling member having a cutter provided at an edge thereof, and the cylindrical drilling member being rotatable integrally about the central axis;
Rotating support means formed at the lower end, radially divided inside the cylindrical excavating member in the circumferential direction
Multiple buckets that are swingably supported and can be opened and closed
Is opened, attached to the inner peripheral surface of the cylindrical excavation member, and closed.
Then, digging lump grasping means constituting a container, and a bucket of the digging lump grasping means supported by the rotation support means are provided.
An excavator , comprising: driving means for opening and closing the cutting unit.
【請求項3】 前記カッターは、前記円筒側壁の下端開
口縁にダイヤモンドを植設して構成されたことを特徴と
する請求項1または請求項2記載の掘削機。
3. The excavator according to claim 1, wherein the cutter is configured by implanting diamond at a lower end opening edge of the cylindrical side wall.
JP24396395A 1995-08-30 1995-08-30 Excavator Expired - Fee Related JP2954510B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24396395A JP2954510B2 (en) 1995-08-30 1995-08-30 Excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24396395A JP2954510B2 (en) 1995-08-30 1995-08-30 Excavator

Publications (2)

Publication Number Publication Date
JPH0967994A JPH0967994A (en) 1997-03-11
JP2954510B2 true JP2954510B2 (en) 1999-09-27

Family

ID=17111655

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24396395A Expired - Fee Related JP2954510B2 (en) 1995-08-30 1995-08-30 Excavator

Country Status (1)

Country Link
JP (1) JP2954510B2 (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006009118A1 (en) 2004-07-21 2006-01-26 Nissan Chemical Industries, Ltd. Heat-resistant water-soluble flux composition for soldering
JP4638898B2 (en) * 2007-07-04 2011-02-23 三和機工株式会社 Hammer grab
JP6387503B2 (en) * 2014-05-28 2018-09-12 システム計測株式会社 Bucket equipment
CN104989271A (en) * 2015-06-05 2015-10-21 刘玉燕 Horseshoe-shaped drill excavator
CN104912482A (en) * 2015-06-05 2015-09-16 刘玉燕 Horseshoe-shaped drilling machine
JP7004981B2 (en) * 2018-07-06 2022-01-21 株式会社丸建興業 Bucket device for earth drill
JP7449545B2 (en) * 2020-10-09 2024-03-14 東京テクノ株式会社 Underground object crushing and removal equipment

Also Published As

Publication number Publication date
JPH0967994A (en) 1997-03-11

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