JPH0658069A - Auger head for excavating machine - Google Patents

Auger head for excavating machine

Info

Publication number
JPH0658069A
JPH0658069A JP20788992A JP20788992A JPH0658069A JP H0658069 A JPH0658069 A JP H0658069A JP 20788992 A JP20788992 A JP 20788992A JP 20788992 A JP20788992 A JP 20788992A JP H0658069 A JPH0658069 A JP H0658069A
Authority
JP
Japan
Prior art keywords
auger head
excavating
shaft
auger
blade
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
JP20788992A
Other languages
Japanese (ja)
Inventor
Iwao Yanase
岩生 柳瀬
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.)
SOGO KENSETSU YANASE KOGYO KK
Original Assignee
SOGO KENSETSU YANASE 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
Application filed by SOGO KENSETSU YANASE KOGYO KK filed Critical SOGO KENSETSU YANASE KOGYO KK
Priority to JP20788992A priority Critical patent/JPH0658069A/en
Publication of JPH0658069A publication Critical patent/JPH0658069A/en
Pending legal-status Critical Current

Links

Landscapes

  • Earth Drilling (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

PURPOSE:To prevent sideways swing by installing excavating edges at the bottom surface of an auger head in a specific position on a track, and forming the shaft tip tapered. CONSTITUTION:Excavating edges 5 at the bottom surface of an auger head are located on a spiral track viewed from the bottom surface. The length from the center of the auger head shaft 3 to the outer side face 16 of one excavating edge 5 is made equal to or greater than the length to the inner side face 17 of other excavating edge 5 arranged outside of the first named excavating edge 5. The tip of the shaft 3 is tapered as thining toward the bottom. Therewith the whole surface is excavated without generating such a phenomenon that the excavating edge 5 excavates the same circumference as other excavating edge 5 positioned ahead the first named in the rotational direction or that any non-excavation part is left. Further because there is no unpredictable reactive force from the earth, approx. evenly earth reactive force is applied to a screw blade piece 2, and intrusion into the earth is facilitated with the taper on the shaft 3, and also the exhaust earth is carried out smoothly. This prevents sideways swing and bottom walk and allows omitting the advance course correcting operation.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、複数のスクリュー翼
片を設け、地面に縦穴を形成するのに用いる掘削機用オ
ーガーヘッドに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an auger head for an excavator used for forming a vertical hole on the ground by providing a plurality of screw blade pieces.

【0002】[0002]

【従来の技術】従来の掘削機に使用されるスクリューオ
ーガーのオーガーヘッド1は、螺旋状に形成されたスク
リュー翼片2の巻着間隔、厚み、幅等にそれぞれ差異が
在っても、スクリュー翼片2の端部に設けられた掘削刃
5の配置には規則性が見られなかった。
2. Description of the Related Art An auger head 1 of a screw auger used in a conventional excavator has a screw blade 2 formed in a spiral shape even if there are differences in winding intervals, thicknesses, widths, etc. No regularity was found in the arrangement of the digging blades 5 provided at the ends of the winglets 2.

【0003】この為、不規則に配置された掘削刃5を通
じて各スクリュー翼片2には不均一な反力が働くことと
なり、オーガーヘッド1の横振れを生じるという欠点を
有していた。もっとも従来例の中にも、図1及び図2の
オーガーヘッド1の様に、オーガーヘッド1底面から見
て渦巻き軌道上に掘削刃5が配置されているものも存在
していたが、渦巻き軌道上に配された掘削刃5の間隔に
は規則性が見られなかった為、オーガーヘッド1の一回
転によって形成される掘削面には掘削されない隙間が生
じていた。
Therefore, a non-uniform reaction force acts on each screw blade piece 2 through the irregularly arranged excavating blades 5, which causes a drawback that the auger head 1 laterally shakes. However, among the conventional examples, like the auger head 1 shown in FIGS. 1 and 2, there are also those in which the excavating blade 5 is arranged on the spiral orbit when viewed from the bottom surface of the auger head 1. Since no regularity was found in the intervals of the excavating blades 5 arranged above, there was a gap that was not excavated on the excavation surface formed by one rotation of the auger head 1.

【0004】この為、図1及び図2の従来例に於いて
も、掘削されない隙間の土壌から各掘削刃5の外側面1
6及び内側面17へ不測の反力が働くこととなり、依然
としてオーガーヘッド1が横振れする欠点は解消されて
いなかった。特にこれは掘削土壌中に硬質の岩盤等があ
る場合に顕著であり、側部推力によりいわゆる底部歩行
を生ずることがあった。
Therefore, even in the conventional example shown in FIGS. 1 and 2, the outer surface 1 of each excavating blade 5 is removed from the soil in the gap that is not excavated.
Unexpected reaction force acts on 6 and the inner side surface 17, and the defect that the auger head 1 laterally shakes has not been solved. This is especially noticeable when hard rock or the like is present in the excavated soil, and so-called bottom walking may occur due to side thrust.

【0005】従って、作業者は掘削軌道を一定に保ち、
アースオーガーを安定させるのに余分な作業を強いられ
ることが多く、作業効率は自然悪くなり勝ちであった。
Therefore, the worker keeps the excavation track constant,
Often, extra work was required to stabilize the Earth Auger, and work efficiency tended to deteriorate naturally.

【0006】[0006]

【発明が解決しようとする課題】そこで、この発明で
は、スクリュー翼片末端部4に設けられる掘削刃5の配
置及びオーガーヘッド軸3の形状を改良することによ
り、オーガーヘッド1の掘削機能、排土機能を維持した
儘、横振れせず安定して掘削作業ができるオーガーヘッ
ド1を提供し、掘削作業の効率化を図ろうとするもので
ある。
Therefore, according to the present invention, the excavation function of the auger head 1 and the excavation function of the auger head 1 are improved by improving the arrangement of the excavating blade 5 provided on the screw blade end portion 4 and the shape of the auger head shaft 3. The present invention aims to improve the efficiency of excavation work by providing an auger head 1 that can maintain stable soil function and can perform stable excavation work without lateral shake.

【0007】[0007]

【課題を解決するための手段】この発明では、各スクリ
ュー翼片末端部4の外端から軸方向へ掘削刃5を間隔を
空けて設けたオーガーヘッド1に於いて、オーガーヘッ
ド1底面から見て渦巻き軌道上に掘削刃5が配置されて
いると共に、オーガーヘッド軸3の中心から一の掘削刃
5の外側面16までの長さが、その掘削刃5の外側に配
された他の掘削刃5の内側面17までの長さ以上である
オーガーヘッド1として構成している。
According to the present invention, in the auger head 1 in which the excavating blades 5 are provided at intervals from the outer end of each screw blade piece end portion 4 in the axial direction, viewed from the bottom surface of the auger head 1. The excavation blade 5 is arranged on the spiral orbit, and the length from the center of the auger head shaft 3 to the outer side surface 16 of the one excavation blade 5 is equal to that of the other excavation blades arranged outside the excavation blade 5. It is configured as an auger head 1 having a length of at least the inner surface 17 of the blade 5.

【0008】又、オーガーヘッド軸3の中心から一の掘
削刃5の外側面16までの長さが、その掘削刃5の外側
に配された他の掘削刃5の内側面17までの長さと等し
い前記オーガーヘッド1として構成している。又更に、
オーガーヘッド軸3の形状を下部方向を細くしたテーパ
ー状とした前記オーガーヘッドとして構成している。
The length from the center of the auger head shaft 3 to the outer side surface 16 of one excavating blade 5 is the same as the length to the inner side surface 17 of another excavating blade 5 arranged outside the excavating blade 5. The same auger heads 1 are configured. Furthermore,
The auger head shaft 3 is configured as the auger head in which the shape of the auger head shaft 3 is tapered in a downward direction.

【0009】[0009]

【作用】この発明は前述の手段を採用した為次の作用を
有する。この発明では、前記従来のオーガーヘッド1の
場合とは異なり、一の掘削刃5がその回転方向前方に位
置する他の掘削刃5と同一円周上を回転、掘削したり、
掘削面に掘削刃5によって掘削されない隙間が生じたり
することがなく、オーガーヘッド1の一回転により掘削
面の全面が掘削される構成となっている。
The present invention has the following effects because it employs the above-mentioned means. In the present invention, unlike the case of the conventional auger head 1, one excavating blade 5 rotates and excavates on the same circumference as another excavating blade 5 located forward in the rotation direction,
The entire excavation surface is excavated by one rotation of the auger head 1 without causing a gap that is not excavated by the excavation blade 5 on the excavation surface.

【0010】又、この発明では、掘削刃5をスクリュー
翼片末端部4の外端からオーガーヘッド軸3へ隙間を空
けずに配置している為、掘削されない隙間の土壌から各
掘削刃5の外側面16及び内側面17へ不測の反力が働
くこともなく、各スクリュー翼片2には概ね均等な土壌
からの反力が働くことになり、従来のオーガーヘッド1
には有りがちであった側部推力によるいわゆる底部歩行
を生ずることもない。
Further, in the present invention, since the excavating blades 5 are arranged from the outer end of the screw blade piece end portion 4 to the auger head shaft 3 without leaving a gap, each excavating blade 5 is removed from the soil in the gap which is not excavated. An unexpected reaction force does not act on the outer side surface 16 and the inner side surface 17, and a substantially uniform reaction force from the soil acts on each screw blade piece 2, so that the conventional auger head 1
It does not cause so-called bottom walking, which is often the case with the side thrust.

【0011】更にこの発明では、スクリュー翼片2を巻
着するオーガーヘッド軸3の形状を下部方向を細くした
テーパー状に形成している為、オーガーヘッド軸3の土
壌への進入も容易となり、又、掘削刃5によって掘削さ
れた排土もスクリュー翼片2にスムースに乗り、抵抗な
く上部へ運ばれて排出される。従って、掘削刃5の配置
とオーガーヘッド軸3の形状をこのように構成した結
果、横振れせず安定して掘削作業ができるオーガーヘッ
ド1が提供されることになり、作業者は改めて掘削進路
の修正作業を行う必要がなくなる。
Further, in the present invention, since the shape of the auger head shaft 3 around which the screw blade 2 is wound is formed in a taper shape in which the lower direction is narrowed, the auger head shaft 3 can easily enter the soil. In addition, the soil excavated by the excavating blade 5 also smoothly rides on the screw blade 2 and is conveyed to the upper portion without resistance and discharged. Therefore, as a result of the arrangement of the excavating blade 5 and the shape of the auger head shaft 3 being configured in this way, the auger head 1 that can stably perform excavation work without lateral shake is provided, and the operator can re-examine the excavation course. There is no need to perform the correction work of

【0012】[0012]

【実施例】以下、この発明の構成を図面に従って説明す
る。図1は、従来のオーガーヘッド1を示す側面図であ
り、図2は、その底面図である。この従来例は、二連の
スクリュー翼片2をオーガーヘッド軸3に巻着し、スク
リュー翼片末端部4の掘削刃5の配置を、オーガーヘッ
ド1底面から見て渦巻き軌道上とするものであるが、掘
削刃5の間隔には規則性が見られず、オーガーヘッド1
の一回転によって形成される掘削面には掘削されない隙
間が生じていた。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The structure of the present invention will be described below with reference to the drawings. FIG. 1 is a side view showing a conventional auger head 1, and FIG. 2 is a bottom view thereof. In this conventional example, two sets of screw blade pieces 2 are wound around an auger head shaft 3, and the drilling blades 5 at the screw blade end portions 4 are arranged on a spiral orbit when viewed from the bottom surface of the auger head 1. However, there is no regularity in the intervals between the drilling blades 5, and the auger head 1
There was a gap that was not excavated on the excavation surface formed by one rotation.

【0013】図3は、この発明のオーガーヘッド1が使
用される掘削機6の側面図である。この実施例の掘削機
6は、パイルドライバー7の前方部に立設したリーダ8
の上部に軸回転駆動装置9を取付け、この軸回転駆動装
置9にスクリューオーガー10のオーガー軸11を取付
けて構成されている。そしてそのスクリューオーガー1
0自体は、同図に示す様に、ロッド部12、攪拌移送部
13、この発明に係るオーガーヘッド1から構成され、
リーダ8の中間及び下部にはスクリューオーガー10を
リーダー8と平行に支持する為の振止め装置14が設け
られている。
FIG. 3 is a side view of an excavator 6 in which the auger head 1 of the present invention is used. The excavator 6 according to this embodiment includes a leader 8 standing upright in front of a pile driver 7.
The shaft rotation drive device 9 is attached to the upper part of the above, and the auger shaft 11 of the screw auger 10 is attached to the shaft rotation drive device 9. And that screw auger 1
0 itself, as shown in the figure, is composed of a rod portion 12, a stirring and conveying portion 13, and an auger head 1 according to the present invention.
A swing stop device 14 for supporting the screw auger 10 in parallel with the leader 8 is provided in the middle and lower part of the leader 8.

【0014】尚、この実施例の掘削機6は、単軸式のも
のであるが、多軸式掘削機6にもこの発明が実施できる
ことは勿論であり、又、ロッド部12、攪拌移送部1
3、及びオーガーヘッド1がスクリューオーガー10全
体に占める構成比率も図3のものに限定されるものでは
なく、掘削地の地質や岩盤の有無等によって構成比率を
変えて実施できることは勿論である。
Although the excavator 6 of this embodiment is a single-screw excavator, it is needless to say that the present invention can be applied to a multi-screw excavator 6 as well, and the rod portion 12 and the agitation / transfer portion. 1
3, and the composition ratio of the auger head 1 to the entire screw auger 10 is not limited to that shown in FIG. 3, and it goes without saying that the composition ratio can be changed depending on the geology of the excavated site, the presence or absence of bedrock, and the like.

【0015】図4は、この発明の実施例のオーガーヘッ
ド1を示す底面図であり、図5は、この発明の実施例の
オーガーヘッド1を示す側面図である。この実施例のオ
ーガーヘッド1は、下部方向を細くしたテーパー状に形
成したオーガーヘッド軸3の中心部にセメントミルク噴
出口15を設け、その周囲に三連のスクリュー翼片2を
巻着して構成しており、スクリュー翼片末端部4に設け
られた掘削刃5は、オーガーヘッド1の底面から見て渦
巻き軌道上に配置され、しかもオーガーヘッド軸3の中
心から一の掘削刃5の外側面16までの長さは、その掘
削刃5の外側に配された他の掘削刃5の内側面17まで
の長さ以上に構成されている。
FIG. 4 is a bottom view showing the auger head 1 of the embodiment of the present invention, and FIG. 5 is a side view showing the auger head 1 of the embodiment of the present invention. In the auger head 1 of this embodiment, a cement milk ejection port 15 is provided at the center of a taper-shaped auger head shaft 3 having a tapered lower portion, and three screw blades 2 are wound around the cement milk ejection port 15. The drill blade 5 provided on the screw blade tip end portion 4 is arranged on a spiral orbit when viewed from the bottom surface of the auger head 1, and is located outside the one drill blade 5 from the center of the auger head shaft 3. The length to the side surface 16 is set to be equal to or more than the length to the inner side surface 17 of another excavating blade 5 arranged outside the excavating blade 5.

【0016】従って、この実施例のオーガーヘッド1で
は、最外端に設けられた三つの掘削刃5を除いて、一の
掘削刃5がその回転方向前方に位置する他の掘削刃5と
同一円周上を回転、掘削することはなく、掘削刃5は常
に未掘削の土壌を削りながら回転、降下して行き、しか
もオーガーヘッド1の一回転により掘削面の全面が隙間
なく掘削される構成となっている。
Therefore, in the auger head 1 of this embodiment, one of the excavating blades 5 is the same as the other excavating blade 5 located forward in the rotational direction, except for the three excavating blades 5 provided at the outermost end. There is no need to rotate or excavate on the circumference, the excavating blade 5 always rotates and descends while shaving unexcavated soil, and furthermore, one revolution of the auger head 1 excavates the entire excavated surface without a gap. Has become.

【0017】この為、この実施例では、従来例の様に、
掘削刃5によって掘削されない隙間の土壌から各掘削刃
5へ不測の反力が働くことはなく、平行に設けられた三
連のスクリュー翼片2には、掘削刃5を通じて概ね均等
な土壌からの反力が働くことになる為、従来のオーガー
ヘッド1には生じがちであった側部推力によるいわゆる
底部歩行を防止することが可能となる。
Therefore, in this embodiment, like the conventional example,
Unexpected reaction force does not act on each excavating blade 5 from the soil in the gap that is not excavated by the excavating blade 5, and the triple screw wing pieces 2 provided in parallel do not move from the soil substantially uniform through the excavating blade 5. Since the reaction force acts, it becomes possible to prevent so-called bottom walking due to the side thrust, which is apt to occur in the conventional auger head 1.

【0018】尚、この実施例の各スクリュー翼片末端部
4の最外端には三つの掘削刃5が同一円周上に設けられ
ているが、これはスクリュー翼片端部4の最外端には土
壌からの反力が最も強く働く為、オーガーヘッド1の掘
削機能の耐久性を考慮したものであり、各スクリュー翼
片の最外端の全てに必ずしも掘削片5を設けなくともこ
の発明の実施は可能である。
It should be noted that three digging blades 5 are provided on the same circumference at the outermost end of each screw blade end portion 4 of this embodiment. This is the outermost end of the screw blade end portion 4. Since the reaction force from the soil is the strongest, the durability of the excavating function of the auger head 1 is taken into consideration, and the excavation piece 5 does not necessarily have to be provided at all the outermost ends of each screw blade piece. Can be carried out.

【0019】又、この実施例のオーガーヘッド軸3は、
断面を各円の各々の中心点が正三角形状になる様に三つ
の円を重ねた形状とし、全体を下部方向に向かってテー
パー状に構成している。これは図6に示す様に、この実
施例が使用されるスクリューオーガーの攪拌移送部13
のオーガー軸11の横断面が、上記の形状、即ち、各円
の各々の中心点が正三角形状になる様に三つの円を重ね
た形状に構成されている為であり、製造の容易さ、スク
リューオーガーの進入速度の維持、及び上方への排土移
送を考慮したことによるものである。
Further, the auger head shaft 3 of this embodiment is
The cross section is formed by stacking three circles so that the center points of the respective circles are equilateral triangles, and the whole is tapered downward. As shown in FIG. 6, this is a stirring and transferring section 13 of a screw auger in which this embodiment is used.
This is because the cross-section of the auger shaft 11 has the above-described shape, that is, the shape in which three circles are stacked so that the center points of the respective circles are equilateral triangles. This is due to consideration of maintaining the approach speed of the screw auger and transferring soil upward.

【0020】従って、攪拌移送部13のオーガー軸11
が通常の円柱形状をしている場合には、この発明のオー
ガーヘッド軸3をオーガー軸11の形状と対応させて円
錐形状としても差し支えはない。図6は、この発明の実
施例のオーガーヘッド1が使用されるスクリューオーガ
ーの攪拌移送部13を示す部分切欠斜視図である。
Therefore, the auger shaft 11 of the stirring and transferring section 13
When the auger head shaft 3 has a normal cylindrical shape, the auger head shaft 3 of the present invention may have a conical shape corresponding to the shape of the auger shaft 11. FIG. 6 is a partially cutaway perspective view showing a stirring and transferring section 13 of a screw auger in which the auger head 1 according to the embodiment of the present invention is used.

【0021】前記した様に、この実施例が使用されるス
クリューオーガーの攪拌移送部13のオーガー軸11の
横断面は、各円の各々の中心点が正三角形状になる様に
三つの円を重ねた形状に構成されており、更に、そのオ
ーガー軸11は突出部18のオーガー軸最長点19とス
クリュー翼片2の外縁20が重なる様に構成されてい
る。
As described above, the cross section of the auger shaft 11 of the stirring and transferring section 13 of the screw auger in which this embodiment is used has three circles so that the center points of the respective circles are equilateral triangles. The auger shaft 11 has a stacked shape, and the auger shaft longest point 19 of the protruding portion 18 and the outer edge 20 of the screw blade piece 2 overlap each other.

【0022】これは、従来のスクリューオーガーではス
クリュー翼片2の上面に乗り、地上へ運ばれるのみであ
った排土が、オーガー軸11の窪溝21から突出部18
へ向かう過程で円曲した突出部18と穴壁面に挟まれ徐
々に圧着されて行き、スクリュー翼片2の外縁20と突
出部18の端部が重なるオーガー軸最長点19周辺に於
いて、本来排土となる筈の土の一部が穴壁面の一部とな
り、穴壁面の自然崩壊を防止する構成となっている為で
ある。
This is because in the conventional screw auger, the soil discharged on the upper surface of the screw wing piece 2 and only carried to the ground is discharged from the concave groove 21 of the auger shaft 11 to the protruding portion 18.
In the vicinity of the longest point 19 of the auger shaft where the outer edge 20 of the screw blade piece 2 and the end of the protruding portion 18 overlap with each other while being gradually sandwiched between the curved protruding portion 18 and the hole wall surface in the process of heading, This is because part of the soil that should be discharged becomes part of the wall surface of the hole, which prevents natural collapse of the wall surface of the hole.

【0023】従って、この発明の実施が、攪拌移送部1
3のオーガー軸11の形状自体によって左右されるもの
ではない為、オーガー軸11の形状が例え円柱状、多角
形状のものであっても、この発明のオーガーヘッド1の
実施には差し支えはない。
Therefore, according to the embodiment of the present invention, the stirring and transferring section 1 is used.
Since the shape of the auger shaft 11 itself does not depend on the shape of the auger shaft 11, the auger head 1 of the present invention can be implemented even if the shape of the auger shaft 11 is cylindrical or polygonal.

【0024】[0024]

【発明の効果】この発明では、掘削刃5の配置をオーガ
ーヘッド1底面から見て渦巻き軌道上とし、しかもオー
ガーヘッド軸3の中心から一の掘削刃5の外側面16ま
での長さを、その掘削刃5の外側に配された他の掘削刃
5の内側面17までの長さ以上としたことにより、従来
のオーガーヘッドには生じがちであったオーガーヘッド
1の横振れや側部推力によるいわゆる底部歩行を防止す
ることができる。
According to the present invention, the arrangement of the excavating blade 5 is on the spiral orbit when viewed from the bottom surface of the auger head 1, and the length from the center of the auger head shaft 3 to the outer side surface 16 of one excavating blade 5 is By setting the length to the inner side surface 17 of another excavating blade 5 arranged outside the excavating blade 5 or more, the lateral runout and the lateral thrust of the auger head 1 which are apt to occur in the conventional auger head. It is possible to prevent so-called bottom walking due to.

【0025】従って、この発明により作業者は、横振れ
せず安定して掘削作業ができるオーガーヘッド1の提供
を受けることができると共に、改めて掘削進路の修正作
業を行う必要がなくなる為、掘削作業の効率化を図るこ
とが可能となる。
Therefore, according to the present invention, the operator can be provided with the auger head 1 which can stably perform the excavation work without lateral shake, and the excavation work need not be corrected again. It is possible to improve the efficiency of.

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

【図1】従来のオーガーヘッドを示す側面図。FIG. 1 is a side view showing a conventional auger head.

【図2】従来のオーガーヘッドを示す底面図。FIG. 2 is a bottom view showing a conventional auger head.

【図3】この発明のオーガーヘッドが使用される掘削機
の側面図。
FIG. 3 is a side view of an excavator in which the auger head of the present invention is used.

【図4】この発明の実施例のオーガーヘッドを示す底面
図。
FIG. 4 is a bottom view showing the auger head of the embodiment of the present invention.

【図5】この発明の実施例のオーガーヘッドを示す側面
図。
FIG. 5 is a side view showing the auger head of the embodiment of the invention.

【図6】この発明の実施例の攪拌移送部を示す部分切欠
斜視図。
FIG. 6 is a partially cutaway perspective view showing an agitating and transferring section according to an embodiment of the present invention.

【符号の説明】 1 オーガーヘッド 2 スクリュー翼片 3 オーガーヘッド軸 4 スクリュー翼片末端部 5 掘削刃 6 掘削機 7 パイルドライバー 8 リーダ 9 軸回転駆動装置 10 スクリューオーガー 11 オーガー軸 12 ロッド部 13 攪拌移送部 14 振止め装置 15 セメントミルク噴出口 16 外側面 17 内側面 18 突出部 19 オーガー軸最長点 20 外縁 21 窪部[Explanation of Codes] 1 Auger head 2 Screw blade piece 3 Auger head shaft 4 Screw blade end portion 5 Excavator blade 6 Excavator 7 Pile driver 8 Reader 9 Shaft rotation drive device 10 Auger shaft 11 Auger shaft 12 Rod portion 13 Stirring transfer Part 14 Anti-vibration device 15 Cement milk spout 16 Outer surface 17 Inner surface 18 Projection 19 Auger shaft longest point 20 Outer edge 21 Cavity

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 各スクリュー翼片末端部(4)の外端か
ら軸方向へ掘削刃(5)を間隔を空けて設けたオーガー
ヘッド(1)に於いて、オーガーヘッド(1)底面から
見て渦巻き軌道上に掘削刃(5)が配置されていると共
に、オーガーヘッド軸(3)の中心から一の掘削刃
(5)の外側面(16)までの長さが、その掘削刃
(5)の外側に配された他の掘削刃(5)の内側面(1
7)までの長さ以上であることを特徴とする掘削機用オ
ーガーヘッド。
1. An auger head (1) provided with axially spaced drilling blades (5) from the outer end of each screw blade end (4), viewed from the bottom of the auger head (1). The excavating blade (5) is arranged on the spiral orbit, and the length from the center of the auger head shaft (3) to the outer surface (16) of the one excavating blade (5) is the excavating blade (5). ), The inner surface (1) of another drilling blade (5) arranged outside
An auger head for an excavator characterized by having a length up to 7).
【請求項2】 オーガーヘッド軸(3)の中心から一の
掘削刃(5)の外側面(16)までの長さが、その掘削
刃(5)の外側に配された他の掘削刃(5)の内側面
(17)までの長さと等しい請求項1記載の掘削機用オ
ーガーヘッド。
2. The length from the center of the auger head shaft (3) to the outer surface (16) of one of the excavating blades (5) is the other excavating blade (5) arranged outside the excavating blade (5). The auger head for an excavator according to claim 1, wherein the length is equal to the inner surface (17) of (5).
【請求項3】 オーガーヘッド軸(3)の形状を下部方
向を細くしたテーパー状とした請求項1又は2記載の掘
削機用オーガーヘッド。
3. The auger head for an excavator according to claim 1 or 2, wherein the shape of the auger head shaft (3) is a taper shape in which a downward direction is narrowed.
JP20788992A 1992-08-04 1992-08-04 Auger head for excavating machine Pending JPH0658069A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20788992A JPH0658069A (en) 1992-08-04 1992-08-04 Auger head for excavating machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20788992A JPH0658069A (en) 1992-08-04 1992-08-04 Auger head for excavating machine

Publications (1)

Publication Number Publication Date
JPH0658069A true JPH0658069A (en) 1994-03-01

Family

ID=16547248

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20788992A Pending JPH0658069A (en) 1992-08-04 1992-08-04 Auger head for excavating machine

Country Status (1)

Country Link
JP (1) JPH0658069A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5842944A (en) * 1996-02-14 1998-12-01 Mitsubishi Denki Kabushiki Kaisha Auxiliary machine driving apparatus

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5842944A (en) * 1996-02-14 1998-12-01 Mitsubishi Denki Kabushiki Kaisha Auxiliary machine driving apparatus

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