JP2019132039A - Conical bit - Google Patents

Conical bit Download PDF

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JP2019132039A
JP2019132039A JP2018015016A JP2018015016A JP2019132039A JP 2019132039 A JP2019132039 A JP 2019132039A JP 2018015016 A JP2018015016 A JP 2018015016A JP 2018015016 A JP2018015016 A JP 2018015016A JP 2019132039 A JP2019132039 A JP 2019132039A
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holder
bit
conical
tip
excavation
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JP6636547B2 (en
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政孝 本多
Masataka Honda
政孝 本多
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Epokoramu Kiko KK
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Epokoramu Kiko KK
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Abstract

To prevent a drilling chip at the tip of a conical bit from quickly unsymmetrically wearing (one-side wear).SOLUTION: A conical bit (45) in this invention which is fitted rotatably and in a detachable manner to a holder (46) mounted on a drilling head (20) comprises a bit body part (47) with an excavation chip (51) attached on its tip, an installation shank (48) which is rotatably supported with the holder (46), and an anti-stick means to prevent the installation shank (48) from sticking to the holder (46) causing an unrotatable state. For example, the anti-stick means includes providing a seal member (55) on the tip side of a connector (53) fitted between the holder (46) and the installation shank (48) and preventing the installation shank (48) from becoming unrotatable as a result of sticking to the holder (46) due to intrusion of the sediment excavated by the bit body part (47) into the connector (53) fitted between the holder (46) and the installation shank (48).SELECTED DRAWING: Figure 5

Description

本発明は、掘削ヘッドに設けたホルダーに着脱自在かつ回転自在に取付けられるコニカルビットに関するものである。   The present invention relates to a conical bit that is detachably and rotatably attached to a holder provided in an excavation head.

従来より、地盤の掘削を行う掘削装置は、回転軸の下端に地盤を掘削するための掘削ヘッドを設けている。この掘削ヘッドは、回転軸の下端に水平翼状や螺旋翼状の掘削翼を設けるとともに、掘削翼に掘削ビットを設けている。   2. Description of the Related Art Conventionally, excavation apparatuses that excavate the ground are provided with an excavation head for excavating the ground at the lower end of the rotating shaft. In this excavation head, a horizontal wing shape or a spiral wing shape excavation blade is provided at the lower end of the rotary shaft, and an excavation bit is provided on the excavation blade.

掘削ヘッドに設けられる掘削ビットとしては、掘削翼に設けたホルダーに着脱自在かつ回転自在に取付けられるコニカルビットが広く用いられている(たとえば、特許文献1参照。)。   As the excavation bit provided in the excavation head, a conical bit that is detachably and rotatably attached to a holder provided on the excavation blade is widely used (for example, see Patent Document 1).

コニカルビットは、先端に超硬な掘削チップを設けたビット本体の基端側に円柱形状の取付軸部を形成している。そして、コニカルビットは、ホルダーに形成された貫通孔状の取付孔に取付軸部をスプリングピン(連結具)を介して挿通させることで、ホルダーに回転自在に装着される。   The conical bit has a cylindrical mounting shaft portion on the base end side of the bit body provided with a hard drilling tip at the tip. The conical bit is rotatably mounted in the holder by inserting the mounting shaft portion through a spring pin (connector) through a through-hole mounting hole formed in the holder.

このコニカルビットは、ホルダーに回転自在に取付けられているために、地盤の掘削時に掘削抵抗を受けて回転することで、掘削チップが偏って摩耗(片減り)することなく均一に摩耗するので、長期間の使用に耐えることができるようになっている。   Since this conical bit is rotatably attached to the holder, when the excavation tip is rotated by receiving excavation resistance when excavating the ground, the excavation tip wears evenly without being unevenly worn (decrease), It can withstand long-term use.

特開2004−92200号公報JP 2004-92200 A

ところが、上記従来のコニカルビットでは、掘削時に土砂が取付孔(ホルダーと取付軸部との間)に侵入することなどに起因して、取付軸部がホルダーに固着してしまうおそれがある。   However, in the conventional conical bit, there is a possibility that the mounting shaft portion may be fixed to the holder due to the intrusion of earth and sand into the mounting hole (between the holder and the mounting shaft portion) during excavation.

特に、地盤を掘削するとともに掘削した土砂に固化材等を混入させて撹拌する地盤改良施工においては、土砂だけでなく固化材等も取付孔に侵入してしまい、侵入した固化材等が固化することで取付軸部がホルダーに固着してしまうおそれがある。また、地盤改良施工においては、硬質岩盤層よりも砂・砂礫・粘土地盤層を掘削して地中で固化剤等とともに撹拌するために、地盤が自立しておらず土圧による締め付けが発生しており、掘削チップの摩耗が激しくなるおそれがある。   In particular, in the ground improvement work in which the solidified material is mixed with the excavated soil and agitated, the solidified material as well as the soil penetrates into the mounting hole, and the intruded solidified material is solidified. This may cause the mounting shaft portion to be fixed to the holder. Also, in ground improvement construction, sand, gravel, and clay ground layers are excavated rather than hard rock layers and stirred with solidifying agents in the ground, so the ground is not self-supporting and tightening due to earth pressure occurs. As a result, the wear of the drilling tip may become severe.

そして、コニカルビットの取付軸部がホルダーに固着してしまうと、コニカルビットがホルダーに対して回転不能となり、コニカルビットの先端の掘削チップが急激に偏って摩耗(片減り)してしまい、頻繁にコニカルビットを交換する必要が生じ、コストの増加や作業時間の増大を招くおそれがあった。   When the mounting shaft of the conical bit sticks to the holder, the conical bit becomes unrotatable with respect to the holder, and the excavation tip at the tip of the conical bit suddenly deviates and wears (decreases) frequently. Therefore, it is necessary to replace the conical bit, which may increase cost and work time.

また、コニカルビットの取付軸部がホルダーに固着してしまうと、ホルダーからコニカルビットを取外すことも困難となり、場合によってはホルダーごと交換する必要が生じてしまい、さらなるコストの増加や作業の増大を招くおそれがあった。   Also, if the conical bit mounting shaft is fixed to the holder, it will be difficult to remove the conical bit from the holder, and in some cases, it will be necessary to replace the entire holder, further increasing costs and work. There was a risk of inviting.

そこで、請求項1に係る本発明では、掘削ヘッドに設けたホルダーに着脱自在かつ回転自在に取付けられるコニカルビットにおいて、先端に掘削チップを設けたビット本体部と、ホルダーに回転自在に支持される取付軸部とを有し、取付軸部がホルダーに固着して回転不能となるのを防止するための固着防止手段を有することにした。   Therefore, in the present invention according to claim 1, in the conical bit that is detachably and rotatably attached to the holder provided in the excavation head, the bit main body portion provided with the excavation tip at the tip is rotatably supported by the holder. And a fixing preventing means for preventing the mounting shaft portion from being fixed to the holder and becoming unrotatable.

また、請求項2に係る本発明では、前記請求項1に係る本発明において、前記固着防止手段は、ホルダーと取付軸部との間に介在させる連結具よりも先端側にシール部材を設けて、ビット本体部で掘削した土砂がホルダーと取付軸部との間の連結具に侵入することで取付軸部がホルダーに固着して回転不能となるのを防止することにした。   Further, in the present invention according to claim 2, in the present invention according to claim 1, the sticking prevention means is provided with a seal member on the distal end side with respect to a connector interposed between the holder and the mounting shaft portion. The earth and sand excavated by the bit main body portion is prevented from entering the coupler between the holder and the mounting shaft portion so that the mounting shaft portion is fixed to the holder and cannot be rotated.

また、請求項3に係る本発明では、前記請求項2に係る本発明において、前記ホルダーに前記取付軸部を挿通させる貫通孔状の取付孔が形成されており、前記連結具の先端側だけでなく基端側にも前記シール部材を設けることにした。   Further, in the present invention according to claim 3, in the present invention according to claim 2, a through hole-shaped mounting hole through which the mounting shaft portion is inserted is formed in the holder, and only the distal end side of the coupling tool is formed. Instead, the sealing member is provided on the base end side.

また、請求項4に係る本発明では、前記請求項1に係る本発明において、前記固着防止手段は、ビット本体部の外周面を多角錐形状として、ビット本体部が受ける土圧によって取付軸部に回転力を生起させることで取付軸部がホルダーに固着して回転不能となるのを防止することにした。   Further, in the present invention according to claim 4, in the present invention according to claim 1, the sticking prevention means is configured such that the outer peripheral surface of the bit main body portion has a polygonal pyramid shape and the mounting shaft portion is subjected to earth pressure received by the bit main body portion It was decided to prevent the mounting shaft portion from being fixed to the holder and becoming impossible to rotate by generating a rotational force.

また、請求項5に係る本発明では、前記請求項4に係る本発明において、前記多角錐形状としたビット本体部の角部分又は面部分に他の部分よりも硬い超硬チップを設けることにした。   Further, in the present invention according to claim 5, in the present invention according to claim 4, in the corner portion or the surface portion of the bit body portion having the polygonal pyramid shape, a carbide chip harder than other portions is provided. did.

そして、本発明では、以下に記載する効果を奏する。   And in this invention, there exists an effect described below.

すなわち、本発明では、掘削ヘッドに設けたホルダーに着脱自在かつ回転自在に取付けられるコニカルビットにおいて、先端に掘削チップを設けたビット本体部と、ホルダーに回転自在に支持される取付軸部とを有し、取付軸部がホルダーに固着して回転不能となるのを防止するための固着防止手段を有することにしているために、コニカルビットの先端の掘削チップが急激に偏って摩耗(片減り)してしまうのを防止することができ、また、コニカルビットとホルダーとを交換する必要がなくなり、コニカルビットやホルダーの交換頻度を抑制することができるので、コニカルビットやホルダーの交換に要するコストや作業時間を低減することができる。   That is, in the present invention, in a conical bit that is detachably and rotatably attached to a holder provided on the excavation head, a bit body portion provided with an excavation tip at the tip and an attachment shaft portion that is rotatably supported by the holder. The drilling tip at the tip of the conical bit is abruptly biased and worn (reduced) because the mounting shaft portion has a sticking prevention means for preventing the mounting shaft portion from sticking to the holder and becoming unrotatable. ), And it is no longer necessary to replace the conical bit and the holder, and the frequency of replacing the conical bit and the holder can be suppressed, so that the cost required to replace the conical bit and the holder can be reduced. And work time can be reduced.

特に、前記固着防止手段として、ホルダーと取付軸部との間に介在させる連結具よりも先端側にシール部材を設けた場合には、ビット本体部で掘削した土砂がホルダーと取付軸部との間の連結具に侵入するのを防止することができるので、取付軸部がホルダーに固着して回転不能となるのを防止することができる。   In particular, when the sealing member is provided on the tip side of the connecting member interposed between the holder and the mounting shaft portion as the sticking prevention means, the earth and sand excavated by the bit body portion is formed between the holder and the mounting shaft portion. Since it is possible to prevent intrusion into the intermediate connector, it is possible to prevent the attachment shaft portion from being fixed to the holder and being unable to rotate.

また、前記ホルダーに前記取付軸部を挿通させる貫通孔状の取付孔が形成されており、前記連結具の先端側だけでなく基端側にも前記シール部材を設けた場合には、取付孔の後方側からの土砂の侵入も防止することができる。   Further, a through-hole-shaped mounting hole through which the mounting shaft portion is inserted into the holder is formed, and when the seal member is provided not only at the distal end side but also at the proximal end side of the coupling tool, the mounting hole Intrusion of earth and sand from the rear side of the can also be prevented.

さらに、前記固着防止手段として、ビット本体部の外周面を多角錐形状とした場合には、ビット本体部が受ける土圧によって取付軸部に回転力を生起させることができるので、取付軸部がホルダーに固着して回転不能となるのを防止することができる。   Furthermore, when the outer peripheral surface of the bit main body portion is formed in a polygonal pyramid shape as the sticking prevention means, a rotational force can be generated in the mounting shaft portion by earth pressure received by the bit main body portion. It is possible to prevent the rotation from being fixed by being fixed to the holder.

また、前記多角錐形状としたビット本体部の角部分又は面部分に他の部分よりも硬い超硬チップを設けた場合には、ビット本体部の摩耗を防止することができる。   Moreover, when the carbide | carbonized_material chip | tip harder than another part is provided in the corner | angular part or surface part of the bit main-body part made into the said polygonal pyramid shape, abrasion of a bit main-body part can be prevented.

地盤改良装置を示す側面図。The side view which shows a ground improvement apparatus. 掘削ヘッドを示す側面図。The side view which shows a digging head. 同底面図。The bottom view. 同部分拡大底面図。The partial enlarged bottom view. コニカルビットを示す説明図(正面図(a)、側面部分断面図(b))。Explanatory drawing which shows a conical bit (a front view (a), a side fragmentary sectional view (b)). コニカルビットを示す説明図(正面図(a)、側面部分断面図(b))。Explanatory drawing which shows a conical bit (a front view (a), a side fragmentary sectional view (b)). コニカルビットを示す説明図(正面図(a)、側面部分断面図(b))。Explanatory drawing which shows a conical bit (a front view (a), a side fragmentary sectional view (b)). コニカルビットを示す説明図(正面図(a)、側面部分断面図(b))。Explanatory drawing which shows a conical bit (a front view (a), a side fragmentary sectional view (b)). コニカルビットを示す説明図(正面図(a)、側面部分断面図(b))。Explanatory drawing which shows a conical bit (a front view (a), a side fragmentary sectional view (b)). コニカルビットを示す説明図(正面図(a)、側面部分断面図(b))。Explanatory drawing which shows a conical bit (a front view (a), a side fragmentary sectional view (b)). コニカルビットを示す説明図(正面図(a)、側面部分断面図(b))。Explanatory drawing which shows a conical bit (a front view (a), a side fragmentary sectional view (b)). コニカルビットを示す説明図(正面図(a)、側面部分断面図(b))。Explanatory drawing which shows a conical bit (a front view (a), a side fragmentary sectional view (b)). コニカルビットを示す説明図(正面図(a)、側面部分断面図(b))。Explanatory drawing which shows a conical bit (a front view (a), a side fragmentary sectional view (b)).

以下に、本発明の具体的な構成について図面を参照しながら説明する。なお、以下の説明では、本発明を地盤の掘削とともに掘削した地盤の改良を行う地盤改良装置に適用した場合について説明するが、これに限られず、本発明は、地盤の掘削を行う各種装置に適用することができる。   The specific configuration of the present invention will be described below with reference to the drawings. In the following description, the case where the present invention is applied to a ground improvement device that improves the ground excavated together with excavation of the ground will be described, but the present invention is not limited thereto, and the present invention is applied to various devices that excavate the ground. Can be applied.

図1〜図3に示すように、地盤改良装置1は、地盤2を掘削するとともに、掘削した土壌と地盤改良材(固化材)とを撹拌混合することで、地盤2の強度や性状を改良することができる装置である。この地盤改良装置1は、重機3の前端部に支柱4を立設し、この支柱4に掘削装置5を昇降自在に取付けている。この掘削装置5には、地盤改良材供給機構6がスイベルジョイント7を介して接続されている。地盤改良材供給機構6は、地盤改良材貯留タンク8と水槽9とを地盤改良材混合プラント10に接続するとともに、地盤改良材混合プラント10に地盤改良材吐出ポンプ11を接続して、地盤改良材を掘削装置5に供給するように構成している。   As shown in FIGS. 1 to 3, the ground improvement device 1 excavates the ground 2 and stirs and mixes the excavated soil and the ground improvement material (solidification material), thereby improving the strength and properties of the ground 2. It is a device that can do. In this ground improvement device 1, a support column 4 is erected at the front end of a heavy machine 3, and an excavation device 5 is attached to the support column 4 so as to be movable up and down. A ground improvement material supply mechanism 6 is connected to the excavator 5 via a swivel joint 7. The ground improvement material supply mechanism 6 connects the ground improvement material storage tank 8 and the water tank 9 to the ground improvement material mixing plant 10 and connects the ground improvement material discharge pump 11 to the ground improvement material mixing plant 10 to improve the ground. The material is configured to be supplied to the excavator 5.

掘削装置5は、支柱4の前側部に昇降支持体12を昇降自在に取付け、この昇降支持体12に駆動体13を取付け、駆動体13に上下方向に伸延させた掘削軸14の基端部(上端部)を取付け、掘削軸14の先端部(下端部)に回転掘削部15を取付けている。回転掘削部15には、地盤改良材供給機構6が接続されており、供給された地盤改良材を吐出することができるようになっている。ここで、回転掘削部15は、回転によって掘削を行うものであり、地盤改良装置1では、地盤2の掘削に加えて掘削した地盤と地盤改良材との撹拌・混合を行う機能をも有している。   The excavator 5 has a lifting support 12 attached to the front side of the support column 4 so as to be movable up and down, a driving body 13 is attached to the lifting support 12, and a base end portion of the excavation shaft 14 is vertically extended on the driving body 13. (Upper end part) is attached, and the rotary excavation part 15 is attached to the tip part (lower end part) of the excavation shaft 14. The rotary excavation unit 15 is connected to a ground improvement material supply mechanism 6 so that the supplied ground improvement material can be discharged. Here, the rotary excavation unit 15 excavates by rotation, and the ground improvement device 1 has a function of stirring and mixing the ground and the ground improvement material in addition to excavation of the ground 2. ing.

駆動体13は、掘削軸14を構成する内側軸16と外側軸17とに駆動モータ18を反転変速機19を介して接続している。   The driving body 13 has a driving motor 18 connected to an inner shaft 16 and an outer shaft 17 constituting the excavating shaft 14 via a reverse transmission 19.

掘削軸14は、同軸上に回転中心軸を配置した中空円筒状の内側軸16と外側軸17とで二重管状に形成されている。掘削軸14は、内側軸16の先端部を外側軸17の先端部よりも下方へ向けて突出させている。これらの内側軸16又は外側軸17は、駆動モータ18を駆動することで、反転変速機19の作用で相対的に反対方向へ向けて回転する。   The excavation shaft 14 is formed in a double tubular shape by a hollow cylindrical inner shaft 16 and an outer shaft 17 which are coaxially arranged with a rotation center shaft. The excavation shaft 14 protrudes the tip portion of the inner shaft 16 downward from the tip portion of the outer shaft 17. The inner shaft 16 or the outer shaft 17 rotates in a relatively opposite direction by the action of the reverse transmission 19 by driving the drive motor 18.

回転掘削部15は、掘削軸14の先端部(下端部)に掘削ヘッド20と撹拌翼21とを先端側から順に取付けている。   The rotary excavation unit 15 has an excavation head 20 and an agitating blade 21 attached to the distal end portion (lower end portion) of the excavation shaft 14 in order from the distal end side.

掘削ヘッド20は、内側軸16の先端部外周面に掘削翼22を取付けるとともに、掘削翼22に複数の掘削ビット23を取付けている。掘削ヘッド20は、内側軸16の回転に伴って掘削翼22が回転し、掘削ビット23で地盤2を掘削する。なお、掘削ヘッド20の詳細な構成は後述する。   In the excavation head 20, the excavation blade 22 is attached to the outer peripheral surface of the distal end portion of the inner shaft 16, and a plurality of excavation bits 23 are attached to the excavation blade 22. In the excavation head 20, the excavation blade 22 rotates with the rotation of the inner shaft 16, and excavates the ground 2 with the excavation bit 23. The detailed configuration of the excavation head 20 will be described later.

撹拌翼21は、最内側撹拌翼24と、その外周側に配置される内側撹拌翼25と、さらにその外周側に配置される外側撹拌翼26とで構成している。   The stirring blade 21 includes an innermost stirring blade 24, an inner stirring blade 25 disposed on the outer peripheral side thereof, and an outer stirring blade 26 disposed on the outer peripheral side thereof.

最内側撹拌翼24は、外側軸17の先端部外周面に2個の平板状の最内側撹拌翼体27を円周方向へ向けて180度の間隔をあけて外方へ向けて放射状に取付けている。   The innermost agitating blade 24 is radially attached to the outer peripheral surface of the outer shaft 17 with two flat innermost agitating blade bodies 27 facing the circumferential direction and spaced outward by 180 degrees. ing.

内側撹拌翼25は、内側軸16の先端部に2個の内側撹拌翼体28を円周方向へ向けて180度の間隔をあけて外方へ向けて放射状に取付けている。各内側撹拌翼体28は、外方下部へ向けて傾斜状に伸延する内側撹拌翼上部片29と、下方へ向けて垂直状に伸延する内側撹拌翼中途部片30と、外方上部へ向けて傾斜状に伸延する内側撹拌翼下部片31とで、中途部を外方へ向けて膨出させた側面視で略コ字状に形成している。各内側撹拌翼体28は、内側撹拌翼下部片31を内側軸16の先端部側に取付けるとともに、内側撹拌翼上部片29を環状体32に取付け、環状体32を外側軸17の外周面に回動自在に遊嵌させている。また、各内側撹拌翼体28は、内側撹拌翼中途部片30の外側部に撹拌片33を取付けるとともに、内側撹拌翼中途部片30と内側軸16との間に連結片34を取付けている。   The inner stirring blade 25 has two inner stirring blade bodies 28 radially attached to the tip of the inner shaft 16 at an interval of 180 degrees in the circumferential direction. Each inner stirring blade body 28 has an inner stirring blade upper piece 29 extending in an inclined manner toward the outer lower part, an inner stirring blade intermediate piece 30 extending vertically downward, and an outer upper part. The inner stirring blade lower piece 31 extending in an inclined shape is formed in a substantially U shape in a side view in which a midway portion is bulged outward. Each inner stirring blade body 28 has the inner stirring blade lower piece 31 attached to the tip end side of the inner shaft 16, the inner stirring blade upper piece 29 attached to the annular body 32, and the annular body 32 on the outer peripheral surface of the outer shaft 17. It is loosely fitted freely. Further, each inner stirring blade body 28 has a stirring piece 33 attached to the outer side of the inner stirring blade halfway piece 30, and a connecting piece 34 is attached between the inner stirring blade halfway piece 30 and the inner shaft 16. .

外側撹拌翼26は、外側軸17の先端部に3個の外側撹拌翼体35を円周方向へ向けて120度の間隔をあけて外方へ向けて放射状に取付けている。各外側撹拌翼体35は、外方下部へ向けて傾斜状に伸延する外側撹拌翼上部片36と、下方へ向けて垂直状に伸延する外側撹拌翼中途部片37と、外方上部へ向けて傾斜状に伸延する外側撹拌翼下部片38とで、中途部を外方へ向けて膨出させた側面視で略コ字状に形成している。各外側撹拌翼体35は、外側撹拌翼上部片36を外側軸17の先端部側に取付けるとともに、外側撹拌翼下部片38を環状体39に取付け、環状体39を内側軸16の外周面に回動自在に遊嵌させている。また、各外側撹拌翼体35は、外側撹拌翼中途部片37の内側部に撹拌片40を取付けている。   The outer agitating blade 26 has three outer agitating blade bodies 35 radially attached to the front end portion of the outer shaft 17 at an interval of 120 degrees in the circumferential direction. Each outer stirring blade body 35 includes an outer stirring blade upper piece 36 that extends in an inclined manner toward the outer lower portion, an outer stirring blade middle piece 37 that extends vertically downward, and an outer upper portion. The outer stirring blade lower piece 38 extending in an inclined shape is formed in a substantially U shape in a side view in which a midway portion is bulged outward. Each outer stirring blade body 35 has an outer stirring blade upper piece 36 attached to the tip end side of the outer shaft 17, an outer stirring blade lower piece 38 attached to the annular body 39, and the annular body 39 on the outer peripheral surface of the inner shaft 16. It is loosely fitted freely. Each outer stirring blade body 35 has a stirring piece 40 attached to the inner side of the outer stirring blade middle part 37.

地盤改良装置1は、以上に説明したように構成している。そして、本発明の要部となる掘削装置5の掘削ヘッド20の詳細は、以下に説明するように構成している。   The ground improvement device 1 is configured as described above. And the detail of the excavation head 20 of the excavation apparatus 5 used as the principal part of this invention is comprised so that it may demonstrate below.

掘削ヘッド20は、内側軸16の先端部(下端部)に2枚の概略螺旋板形状の螺旋翼41と2枚の概略水平板形状の水平翼42とからなる掘削翼22を取付けている。   In the excavation head 20, an excavation blade 22 composed of two spiral blades 41 having a substantially spiral plate shape and two horizontal blades 42 having a substantially horizontal plate shape is attached to the tip (lower end) of the inner shaft 16.

螺旋翼41には、内側軸16の先端(下端)から上方に向けて連続的に拡径した螺旋部43と、途中で段階的に拡径した(内側軸16の中心から半径方向に向けて伸延する)段部44とが複数形成されている。各段部44には、掘削ビット23としてコニカルビット45を半径方向に向けて複数並べて取付けている。なお、コニカルビット45は、内側軸16の先端(下端)や螺旋翼41の螺旋部43の下面や水平翼42の外周部にも取付けられている。   The spiral blade 41 has a spiral portion 43 that continuously increases in diameter upward from the tip (lower end) of the inner shaft 16 and a diameter that gradually increases in the middle (from the center of the inner shaft 16 toward the radial direction). A plurality of step portions 44 (extending) are formed. A plurality of conical bits 45 are attached to each step 44 in the radial direction as excavation bits 23. The conical bit 45 is also attached to the tip (lower end) of the inner shaft 16, the lower surface of the spiral portion 43 of the spiral blade 41, and the outer peripheral portion of the horizontal blade 42.

従来の掘削ヘッドにおいて、水平翼に複数の掘削ビットを並べて取付けた構成の場合には、掘削時の掘削抵抗が大きくなるおそれがある。特に、地盤を掘削するとともに掘削した土砂に固化材等を混入させて撹拌する地盤改良施工においては、掘削施工に比べて掘削径が非常に大きくなるために、施工時の掘削抵抗が非常に大きくなってしまうおそれがある。また、従来の掘削ヘッドにおいて、下端から上方に向けて拡径した螺旋翼の外周に沿って複数の掘削ビットを並べて取付けた構成の場合には、拡径した螺旋翼で掘削される円錐部分(円錐状のコラム体)が長くなってしまうおそれがある。特に、地盤改良施工においては、円錐状のコラム体の上方に形成される円柱状のコラム体が有効な強度を発揮する成果品となり、円錐状のコラム体は無効なものとなるために、無効な円錐状のコラム体が長くなってしまうおそれがある。   In the conventional excavation head, when a plurality of excavation bits are mounted side by side on a horizontal wing, there is a possibility that excavation resistance during excavation increases. In particular, in the ground improvement work that excavates the ground and mixes solidified material with the excavated soil and agitate, the drilling diameter is very large compared to the excavation work, so the excavation resistance during construction is very large. There is a risk of becoming. In the conventional excavation head, in the case of a configuration in which a plurality of excavation bits are arranged side by side along the outer periphery of the spiral blade expanded from the lower end upward, a conical portion excavated by the expanded spiral blade ( The conical column body) may become long. In particular, in the ground improvement work, the columnar column body formed above the conical column body is a product that exhibits effective strength, and the conical column body becomes invalid, so it is invalid. A long conical column body may become long.

しかし、上記掘削ヘッド20では、掘削翼22(螺旋翼41)の中途部に段階的に拡径させた段部44を形成するとともに、段部44に掘削ビット(コニカルビット45)を設けているために、掘削時の掘削抵抗を低減させながら円錐状のコラム体の長さを短くすることができる。   However, in the excavation head 20, a stepped portion 44 whose diameter is increased stepwise is formed in the middle of the excavating blade 22 (spiral blade 41), and a drilling bit (conical bit 45) is provided in the stepped portion 44. Therefore, the length of the conical column body can be shortened while reducing the excavation resistance during excavation.

段部44に並べて取付けたコニカルビット45は、図4(a)に示すように、左右に並べて配置してもよく、図4(b)及び(c)に示すように、掘削翼22の内周側と外周側とで前後にずらして配置してもよい。図4(a)に示すように左右に並べて(前後にずらさずに)配置した場合には、地盤を均等に掘削することができ、砂や粘土地盤などの標準的な地盤を対象とする場合に適している。また、図4(b)に示すように掘削翼22の内周側のコニカルビット45を外周側のコニカルビット45よりも先行させた場合には、内周部(中心部)をより早く掘削することができ、硬質地盤や岩盤層などの硬い地盤を対象とする場合に適している。さらに、図4(c)に示すように掘削翼22の外周側のコニカルビット45を内周側のコニカルビット45よりも先行させた場合には、外周側のコニカルビット45を先に地盤に食い込ませることで芯ずれを防止しながら掘削することができ、傾斜した支持層などの地盤を対象とする場合に適している。   The conical bits 45 mounted side by side on the stepped portion 44 may be arranged side by side as shown in FIG. 4 (a), and as shown in FIGS. 4 (b) and (c), You may shift | deviate and arrange | position back and forth on the peripheral side and the outer peripheral side. When placed side by side (without shifting back and forth) as shown in Fig. 4 (a), the ground can be excavated evenly, and the standard ground such as sand or clay is targeted Suitable for 4B, when the conical bit 45 on the inner peripheral side of the excavating blade 22 is preceded by the conical bit 45 on the outer peripheral side, the inner peripheral portion (center portion) is excavated faster. It is suitable for hard ground such as hard ground and rock formation. Furthermore, as shown in FIG. 4 (c), when the conical bit 45 on the outer peripheral side of the excavating blade 22 is preceded by the conical bit 45 on the inner peripheral side, the conical bit 45 on the outer peripheral side bites into the ground first. This makes it possible to excavate while preventing misalignment, and is suitable when the ground such as an inclined support layer is targeted.

このように、上記掘削ヘッド20では、掘削する地盤の状況に応じて掘削翼22の内周側と外周側とで複数の掘削ビット(コニカルビット45)を前後にずらして配置することで、地盤の掘削を良好に行うことができる。また、部分的に通常の掘削ビットを織り交ぜて配置させてもよい。   As described above, in the excavation head 20, a plurality of excavation bits (conical bits 45) are shifted back and forth on the inner peripheral side and the outer peripheral side of the excavation blades 22 according to the condition of the ground to be excavated, so that the ground Can be excavated well. Further, a normal excavation bit may be partially interwoven and arranged.

また、段部44に並べて取付けたコニカルビット45の後方には、螺旋翼41の螺旋部43の下面に別のコニカルビット45を並んだコニカルビット45の間に位置するように取付けている。   Further, behind the conical bit 45 mounted side by side on the stepped portion 44, the conical bit 45 is mounted on the lower surface of the spiral portion 43 of the spiral blade 41 so as to be positioned between the conical bits 45 arranged side by side.

このように、上記掘削ヘッド20では、複数の掘削ビット(コニカルビット45)の間であって後方の位置にも掘削ビット(コニカルビット45)を設けることで、地盤の掘削を良好に行うことができるようにしている。   Thus, in the excavation head 20, the ground can be excavated satisfactorily by providing the excavation bit (conical bit 45) between the plural excavation bits (conical bit 45) and at the rear position. I can do it.

なお、上記掘削ヘッド20では、段部44に複数の掘削ビット(コニカルビット45)を並べて取付けているが、これに限られず、螺旋部43などに複数の掘削ビット(コニカルビット45)を並べて取付けてもよい。   In the excavation head 20, a plurality of excavation bits (conical bits 45) are mounted side by side on the step portion 44. However, the present invention is not limited to this, and a plurality of excavation bits (conical bits 45) are mounted side by side on the spiral portion 43 or the like. May be.

コニカルビット45は、掘削ヘッド20の掘削翼22に取付けられたホルダー46に着脱自在かつ回転自在に取付けられている。   The conical bit 45 is detachably and rotatably attached to a holder 46 attached to the excavation blade 22 of the excavation head 20.

このコニカルビット45は、図5に示すように、先端側にビット本体部47を形成し、基端側に取付軸部48を形成し、ビット本体部47と取付軸部48との間に括れ部49とフランジ部50とを形成している。   As shown in FIG. 5, the conical bit 45 has a bit body portion 47 formed on the distal end side and an attachment shaft portion 48 formed on the proximal end side, and is confined between the bit body portion 47 and the attachment shaft portion 48. A portion 49 and a flange portion 50 are formed.

ビット本体部47は、先端(前端)に円錐状(先鋭状)の超硬な(他の部分よりも硬い)掘削チップ51を取付け、掘削チップ51の基端から後方に向けて直線状に拡径した円錐面と、同一径の円柱面と、後方に向けて曲線状に拡径した円周面と、同一径の円柱面とを形成することで外周面を角部を有する不連続面とし、基端(後端)において括れ部49に連結している。   The bit body 47 has a conical (sharpened) carbide (harder than other parts) drilling tip 51 attached to the tip (front end), and linearly expands from the base end of the drilling tip 51 to the rear. By forming a conical surface with a diameter, a cylindrical surface with the same diameter, a circumferential surface expanded in a curved shape toward the rear, and a cylindrical surface with the same diameter, the outer peripheral surface becomes a discontinuous surface having corners. The base end (rear end) is connected to the constricted portion 49.

取付軸部48は、大径円柱状の先端部(前端部)の基端側(後方側)に小径円柱状の基端部を形成している。これに対応して、ホルダー46には、取付軸部48の先端部が挿入される大径円孔状の先端部と取付軸部48の基端部が挿入される小径円孔状の基端部とを有する貫通孔状の取付孔52が形成されている。そして、コニカルビット45は、ホルダー46の取付孔52に取付軸部48を連結具53(断面C字状の弾性素材からなるスプリングピンなど)を介して挿入することで、ホルダー46に対して着脱自在かつ回転自在に取付けられる。連結具53は、取付軸部48の先端部に縮径して形成した収容凹部54に収容されている。   The attachment shaft portion 48 forms a small-diameter cylindrical base end portion on the base end side (rear side) of the large-diameter cylindrical tip portion (front end portion). Correspondingly, the holder 46 has a large-diameter circular hole-shaped distal end into which the mounting shaft 48 is inserted, and a small-diameter circular hole-based proximal end into which the mounting shaft 48 is inserted. A through-hole-like mounting hole 52 having a portion is formed. Then, the conical bit 45 is attached to and detached from the holder 46 by inserting the attachment shaft portion 48 into the attachment hole 52 of the holder 46 via a connector 53 (a spring pin made of an elastic material having a C-shaped cross section). It can be mounted freely and freely. The connector 53 is accommodated in an accommodation recess 54 formed by reducing the diameter at the tip of the mounting shaft portion 48.

括れ部49は、ビット本体部47の基端(後端)やフランジ部50の先端(前端)よりも縮径しており、コニカルビット45の着脱時に工具で掴むことができるようになっている。   The constricted portion 49 is smaller in diameter than the proximal end (rear end) of the bit body portion 47 and the distal end (front end) of the flange portion 50, and can be gripped with a tool when the conical bit 45 is attached or detached. .

フランジ部50は、ホルダー46の取付孔52の先端開口径よりも拡径しており、コニカルビット45をホルダー46に装着した状態でホルダー46の先端に当接するようになっている。なお、コニカルビット45は、全体的にホルダー46よりも小径となっており、掘削ヘッド20が地中において掘削時と逆回転した際にホルダー46から抜けないようになっている。   The flange portion 50 has a diameter larger than the opening diameter of the tip of the mounting hole 52 of the holder 46, and comes into contact with the tip of the holder 46 with the conical bit 45 attached to the holder 46. The conical bit 45 has a smaller diameter than the holder 46 as a whole, and prevents the excavation head 20 from coming out of the holder 46 when the excavation head 20 rotates in the reverse direction of excavation.

従来のコニカルビットでは、掘削時に土砂が取付孔(ホルダーと取付軸部との間)に侵入することなどに起因して、取付軸部がホルダーに固着してしまうおそれがある。特に、地盤を掘削するとともに掘削した土砂に固化材等を混入させて撹拌する地盤改良施工においては、土砂だけでなく固化材等も取付孔に侵入してしまい、侵入した固化材等が固化することで取付軸部がホルダーに固着してしまうおそれがある。また、地盤改良施工においては、硬質岩盤層よりも砂・砂礫・粘土地盤層を掘削して地中で固化剤等とともに撹拌するために、地盤が自立しておらず土圧による締め付けが発生しており、掘削チップの摩耗が激しくなるおそれがある。そして、コニカルビットの取付軸部がホルダーに固着してしまうと、コニカルビットがホルダーに対して回転不能となり、コニカルビットの先端の掘削チップが急激に偏って摩耗(片減り)してしまい、頻繁にコニカルビットを交換する必要が生じ、コストの増加や作業時間の増大を招くおそれがあった。また、コニカルビットの取付軸部がホルダーに固着してしまうと、ホルダーからコニカルビットを取外すことも困難となり、場合によってはホルダーごと交換する必要が生じてしまい、さらなるコストの増加や作業の増大を招くおそれがあった。   In the conventional conical bit, there is a possibility that the mounting shaft portion may be fixed to the holder due to the intrusion of earth and sand into the mounting hole (between the holder and the mounting shaft portion) during excavation. In particular, in the ground improvement work in which the solidified material is mixed with the excavated soil and agitated, the solidified material as well as the soil penetrates into the mounting hole, and the intruded solidified material is solidified. This may cause the mounting shaft portion to be fixed to the holder. Also, in ground improvement construction, sand, gravel, and clay ground layers are excavated rather than hard rock layers and stirred with solidifying agents in the ground, so the ground is not self-supporting and tightening due to earth pressure occurs. As a result, the wear of the drilling tip may become severe. When the mounting shaft of the conical bit sticks to the holder, the conical bit becomes unrotatable with respect to the holder, and the excavation tip at the tip of the conical bit suddenly deviates and wears (decreases) frequently. Therefore, it is necessary to replace the conical bit, which may increase cost and work time. Also, if the conical bit mounting shaft is fixed to the holder, it will be difficult to remove the conical bit from the holder, and in some cases, it will be necessary to replace the entire holder, further increasing costs and work. There was a risk of inviting.

そこで、上記コニカルビット45では、取付軸部48がホルダー46に固着して回転不能となるのを防止するための固着防止手段を設けている。これにより、上記コニカルビット45では、固着防止手段によってコニカルビット45の先端の掘削チップ51が急激に偏って摩耗(片減り)してしまうのを防止することができ、また、コニカルビット45とホルダー46とを交換する必要がなくなり、コニカルビット45やホルダー46の交換頻度を抑制することができるので、コニカルビット45やホルダー46の交換に要するコストや作業時間を低減することができる。   Therefore, the conical bit 45 is provided with an anti-adhesion means for preventing the attachment shaft portion 48 from adhering to the holder 46 and being unable to rotate. Thereby, in the said conical bit 45, it can prevent that the excavation tip 51 at the front-end | tip of the conical bit 45 is abruptly biased and worn out (decrease part) by a sticking prevention means, and also the conical bit 45 and the holder Since it is not necessary to replace the conical bit 45 and the replacement frequency of the conical bit 45 and the holder 46 can be suppressed, the cost and work time required for replacing the conical bit 45 and the holder 46 can be reduced.

図5に示すコニカルビット45では、固着防止手段として、ホルダー46と取付軸部48との間に介在させる連結具53よりも先端側にOリング等からなるシール部材55を設けている。シール部材55は、取付軸部48の収容凹部54よりも先端側の先端部に縮径して形成した凹部56に収容されている。これにより、コニカルビット45は、ビット本体部47で掘削した土砂がホルダー46と取付軸部48との間の連結具53に侵入するのを防止することができるので、取付軸部48がホルダー46に固着して回転不能となるのを防止することができる。   In the conical bit 45 shown in FIG. 5, a sealing member 55 made of an O-ring or the like is provided as a sticking prevention means on the tip side of the connector 53 interposed between the holder 46 and the mounting shaft portion 48. The seal member 55 is accommodated in a recess 56 formed by reducing the diameter at the distal end of the mounting shaft portion 48 from the distal end side of the accommodation recess 54. Thereby, the conical bit 45 can prevent the earth and sand excavated by the bit main body portion 47 from entering the coupling member 53 between the holder 46 and the mounting shaft portion 48. It is possible to prevent the rotation from being fixed due to sticking to.

また、図5に示すコニカルビット45では、固着防止手段として、連結具53の先端側だけでなく基端側にもOリング等からなるシール部材57を設けている。シール部材57は、取付軸部48の収容凹部54よりも基端側の基端部に縮径して形成した凹部58に収容されている。これにより、取付孔52の後方側からの土砂の侵入も防止することができる。なお、コニカルビット45では、大径状の先端部と小径状の基端部とにシール部材55,57を設けることで、ホルダー46に対するコニカルビット45のぐらつきを防止している。   Further, in the conical bit 45 shown in FIG. 5, a seal member 57 made of an O-ring or the like is provided not only on the distal end side but also on the proximal end side of the connector 53 as a sticking prevention means. The seal member 57 is accommodated in a recess 58 formed by reducing the diameter at the base end portion on the base end side with respect to the housing recess 54 of the mounting shaft portion 48. Thereby, intrusion of earth and sand from the rear side of the mounting hole 52 can be prevented. In the conical bit 45, the seal member 55, 57 is provided at the large-diameter tip portion and the small-diameter base end portion to prevent the conical bit 45 from wobbling with respect to the holder 46.

固着防止手段は、取付軸部48がホルダー46に固着して回転不能となるのを防止することができる構成であればよく、上記シール部材55,57を設ける構成に限られず、これとは別に、或は、これとともに、他の構成のものを用いることもできる。   The sticking prevention means is not limited to the structure provided with the seal members 55 and 57 as long as it can prevent the mounting shaft portion 48 from sticking to the holder 46 and becoming unrotatable. Alternatively, other configurations can be used.

たとえば、図6に示すコニカルビット59では、固着防止手段として、ビット本体部60の掘削チップ51の基端側(後方側)を多角錐台形状(ここでは、六角錐台形状)にして、ビット本体部60の外周面を多角錐形状(ここでは、六角錐形状)として、ビット本体部60の回転中心軸(中心線)と直交する断面を多角形(ここでは、六角形)としている。そして、ビット本体部60の複数(ここでは、6個)の各面部分に他の部分よりも硬い(掘削チップ51と同じ硬さの)板状の超硬チップ61を先端部から基端部に向けて直線状に伸延させて取付けている。   For example, in the conical bit 59 shown in FIG. 6, as a sticking prevention means, the base end side (rear side) of the excavation tip 51 of the bit body 60 is formed in a polygonal frustum shape (here, a hexagonal frustum shape), and the bit The outer peripheral surface of the main body 60 has a polygonal pyramid shape (here, a hexagonal pyramid shape), and the cross section perpendicular to the rotation center axis (center line) of the bit main body 60 has a polygonal shape (here, a hexagon). Then, a plurality of (here, six) bit surface portions of the bit body portion 60 are provided with plate-like carbide tips 61 that are harder than the other portions (having the same hardness as the excavation tip 51) from the distal end portion to the proximal end portion. It is extended in a straight line toward the side.

また、図7に示すコニカルビット62では、固着防止手段として、ビット本体部63の掘削チップ51の基端側(後方側)を多角錐台形状(ここでは、五角錐台形状)にして、ビット本体部63の外周面を多角錐形状(ここでは、六角錐形状)として、ビット本体部63の回転中心軸(中心線)と直交する断面を多角形(ここでは、五角形)としている。そして、ビット本体部63の複数(ここでは、5個)の各角部分に他の部分よりも硬い(掘削チップ51と同じ硬さの)板状の超硬チップ64を先端部から基端部に向けて直線状に伸延させて取付けている。   Further, in the conical bit 62 shown in FIG. 7, as a means for preventing sticking, the base end side (rear side) of the excavation tip 51 of the bit body 63 is formed in a polygonal frustum shape (here, a pentagonal frustum shape), The outer peripheral surface of the main body 63 is a polygonal pyramid shape (here, a hexagonal pyramid shape), and the cross section orthogonal to the rotation center axis (center line) of the bit main body 63 is a polygon (here, a pentagon). Then, a plurality of (here, 5) corner portions of the bit main body 63 have plate-shaped carbide tips 64 that are harder than the other portions (having the same hardness as the drilling tips 51) from the distal end portion to the proximal end portion. It is extended in a straight line toward the side.

このように、図6,7に示すコニカルビット59,62では、固着防止手段として、ビット本体部60,63の外周面を多角錐形状としているために、ビット本体部60,63が受ける土圧によって取付軸部48に回転力を生起させることができるので、コニカルビット59,62がホルダー46に対して強制的に回転させられることになり、取付軸部48がホルダー46に固着して回転不能となるのを防止することができる。特に、多角錐形状としたビット本体部60,63の角部分又は面部分に他の部分よりも硬い超硬チップ61,64を設けた場合には、ビット本体部60,63の外周面の摩耗を防止することができる。   As described above, in the conical bits 59 and 62 shown in FIGS. 6 and 7, the outer peripheral surface of the bit main body portions 60 and 63 has a polygonal pyramid shape as an anti-sticking means, and therefore the earth pressure received by the bit main body portions 60 and 63 is reduced. Since the rotational force can be generated in the mounting shaft portion 48, the conical bits 59 and 62 are forcibly rotated with respect to the holder 46, and the mounting shaft portion 48 is fixed to the holder 46 and cannot be rotated. Can be prevented. In particular, when carbide tips 61 and 64 that are harder than other portions are provided at the corners or surface portions of the bit body portions 60 and 63 having a polygonal pyramid shape, the outer peripheral surface of the bit body portions 60 and 63 is worn. Can be prevented.

さらに、従来のコニカルビットでは、掘削時に土砂がホルダーに接触することなどに起因して、ホルダーが摩耗して破損してしまうおそれがある。特に、地盤を掘削するとともに掘削した土砂に固化材等を混入させて撹拌する地盤改良施工においては、硬質岩盤層よりも砂・砂礫・粘土地盤層を掘削して地中で固化剤等とともに撹拌するために、地盤が自立しておらず土圧による締め付けが発生しており、ホルダーの摩耗が激しくなるおそれがある。そして、コニカルビットを着脱自在に取付けるためのホルダーが摩耗して破損してしまうと、掘削翼から破損したホルダーを取外すとともに新たなホルダーを掘削翼に取付ける必要が生じてしまい、コストの増加や作業時間の増大を招くおそれがあった。また、ホルダーが摩耗して破損してしまうと、ホルダーからコニカルビットを取外すことも困難となり、場合によってはホルダーとともにコニカルビットもあわせて交換する必要が生じてしまい、さらなるコストの増加や作業の増大を招くおそれがあった。   Furthermore, in the conventional conical bit, there is a possibility that the holder will be worn and damaged due to the earth and sand coming into contact with the holder during excavation. In particular, in the ground improvement work that excavates the ground and mixes the solidified material into the excavated soil and agitate, the sand, gravel, and clay ground layers are excavated from the hard rock layer and stirred with the solidifying agent in the ground. Therefore, the ground is not self-supporting and tightening due to earth pressure occurs, and there is a possibility that the wear of the holder becomes severe. If the holder for detachably attaching the conical bit is worn out and damaged, it becomes necessary to remove the damaged holder from the drilling blade and attach a new holder to the drilling blade. There was a risk of increasing time. In addition, if the holder is worn and damaged, it becomes difficult to remove the conical bit from the holder. In some cases, it becomes necessary to replace the conical bit together with the holder, which further increases costs and increases work. There was a risk of inviting.

そこで、図5に示すコニカルビット45に、掘削時にホルダー46が摩耗するのを抑制するための摩耗抑制手段を設けることもできる。これにより、ホルダー46の摩耗による破損を防止することができ、ホルダー46やホルダー46及びコニカルビット45の交換頻度を抑制することができるので、コニカルビット45やホルダー46の交換に要するコストや作業時間を低減することができる。   Therefore, the conical bit 45 shown in FIG. 5 can be provided with wear suppression means for suppressing the wear of the holder 46 during excavation. As a result, damage due to wear of the holder 46 can be prevented, and the replacement frequency of the holder 46, the holder 46, and the conical bit 45 can be suppressed. Therefore, the cost and work time required to replace the conical bit 45 and the holder 46 are reduced. Can be reduced.

図8に示すコニカルビット65では、摩耗抑制手段として、フランジ部66をビット本体部47の基端(括れ部48の先端や基端)よりも拡径させて、ホルダー46の前面を被覆するようにしている。これにより、コニカルビット65では、ホルダー46への土砂の衝突を拡径させたフランジ部66で抑制することができるので、掘削時にホルダー46が摩耗するのを抑制することができる。また、図8に示すコニカルビット65では、フランジ部66の他の部分よりも硬い(掘削チップ51と同じ硬さの)円柱状の超硬チップ67を同一円上に円周方向に等間隔をあけて先端外周側から基端内周側に向けて傾斜状に埋設しており、これにより、フランジ部66の摩耗を防止している。   In the conical bit 65 shown in FIG. 8, the flange portion 66 has a diameter larger than the proximal end of the bit body portion 47 (the distal end or the proximal end of the constricted portion 48) as a wear suppressing means so as to cover the front surface of the holder 46. I have to. Thereby, in the conical bit 65, since the impact of the earth and sand on the holder 46 can be suppressed by the flange portion 66 having an enlarged diameter, the wear of the holder 46 during excavation can be suppressed. Further, in the conical bit 65 shown in FIG. 8, cylindrical carbide tips 67 that are harder than the other portions of the flange portion 66 (having the same hardness as the excavation tip 51) are equally spaced in the circumferential direction on the same circle. The gap is embedded in an inclined manner from the outer peripheral side of the tip toward the inner peripheral side of the base end, thereby preventing wear of the flange portion 66.

摩耗抑制手段は、掘削時にホルダー46が摩耗するのを抑制することができる構成であればよく、上記フランジ部66を拡径した構成に限られず、これとは別に、或は、これとともに、他の構成のものを用いることもできる。   The wear suppression means may be any configuration that can suppress the wear of the holder 46 during excavation, and is not limited to the configuration in which the diameter of the flange portion 66 is increased. The thing of the structure of can also be used.

たとえば、図9に示すコニカルビット68では、摩耗抑制手段として、ビット本体部69の掘削チップ51の基端側(後方側)を円錐台形状にして、ビット本体部69の外周面を円錐形状として、ビット本体部69の回転中心軸(中心線)と直交する断面をその回転中心軸に沿って漸次拡径した円形とすることで、ビット本体部69の外周面を角部のない連続面としている。   For example, in the conical bit 68 shown in FIG. 9, as wear suppression means, the base end side (rear side) of the excavation tip 51 of the bit main body portion 69 is formed into a truncated cone shape, and the outer peripheral surface of the bit main body portion 69 is formed into a conical shape. By making the cross section orthogonal to the rotation center axis (center line) of the bit body portion 69 into a circular shape whose diameter is gradually increased along the rotation center axis, the outer peripheral surface of the bit body portion 69 is made a continuous surface without corner portions. Yes.

また、図10に示すコニカルビット70では、ビット本体部71の外周面を円錐形状とするとともに、その外周面の一部分に他の部分よりも硬い(掘削チップ52と同じ硬さの)板状の超硬チップ72を先端部から基端部に向けて直線状に伸延させて円周方向に等間隔をあけて複数取付けている。   Further, in the conical bit 70 shown in FIG. 10, the outer peripheral surface of the bit main body 71 has a conical shape, and a part of the outer peripheral surface is harder than the other parts (having the same hardness as the drilling tip 52). A plurality of cemented carbide tips 72 are linearly extended from the distal end portion toward the proximal end portion, and a plurality of carbide tips 72 are attached at equal intervals in the circumferential direction.

また、図11に示すコニカルビット73では、ビット本体部74の外周面を円錐形状とするとともに、その外周面の一部に他の部分よりも硬い(掘削チップ52と同じ硬さの)円板状の超硬チップ75を先端部から基端部に向けて同一直線上に円周方向に等間隔をあけて複数取付けている   Further, in the conical bit 73 shown in FIG. 11, the outer peripheral surface of the bit main body 74 has a conical shape, and a part of the outer peripheral surface is harder than other portions (having the same hardness as the drilling tip 52). A plurality of cemented carbide tips 75 are mounted on the same straight line at equal intervals in the circumferential direction from the distal end to the proximal end.

また、図12に示すコニカルビット76では、ビット本体部77の外周面を複数段(ここでは、3段)の円錐形状とするとともに、間部分に他の部分よりも硬い(掘削チップ51と同じ硬さの)円環状の超硬チップ78を前後に間隔をあけて取付けている。   Further, in the conical bit 76 shown in FIG. 12, the outer peripheral surface of the bit main body 77 has a conical shape with a plurality of stages (here, three stages) and is harder than the other parts at the intermediate part (the same as the excavation tip 51) An annular cemented carbide tip 78 (hardness) is attached at an interval in the front-rear direction.

さらに、図13に示すコニカルビット79では、ビット本体部80の外周面を円錐形状とした部分全部を他の部分よりも硬い(掘削チップ51と同じ硬さの)超硬チップで形成することで全体を掘削チップ81としている。なお、先端側に掘削チップ51を設けるとともにビット本体部80の円錐形状の外周面全体を掘削チップ51とは異なる超硬チップで被覆してもよい。   Further, in the conical bit 79 shown in FIG. 13, the entire outer peripheral surface of the bit main body 80 is formed of a cemented carbide tip that is harder than other portions (having the same hardness as the drilling tip 51). The whole is a drilling tip 81. The excavation tip 51 may be provided on the tip side, and the entire conical outer peripheral surface of the bit body 80 may be covered with a carbide tip different from the excavation tip 51.

このように図9〜図13に示すコニカルビット68,70,73,76,79では、摩耗抑制手段として、ビット本体部69,71,74,77,80の外周面を円錐形状としているために、ホルダー46への土砂の衝突を円錐形状のビット本体部69,71,74,77,80で抑制することができるので、掘削時にホルダー46が摩耗するのを抑制することができる。   As described above, in the conical bits 68, 70, 73, 76, 79 shown in FIGS. 9 to 13, the outer peripheral surface of the bit main body 69, 71, 74, 77, 80 has a conical shape as a wear suppressing means. Since the collision of the earth and sand with the holder 46 can be suppressed by the conical bit body portions 69, 71, 74, 77, 80, the wear of the holder 46 during excavation can be suppressed.

特に、図10〜図13に示すコニカルビット70,73,76,79では、ビット本体部71,74,77,80の円錐形状の外周面に他の部分よりも硬い超硬チップ72,75,78,81を全面的に又は部分的に設けているために、ビット本体部71,74,77,80の外周面の摩耗を防止することができる。   In particular, in the conical bits 70, 73, 76, 79 shown in FIG. 10 to FIG. 13, carbide tips 72, 75, which are harder than the other parts on the outer peripheral surface of the conical shape of the bit main body portions 71, 74, 77, 80. Since 78 and 81 are provided entirely or partially, it is possible to prevent the outer peripheral surfaces of the bit body portions 71, 74, 77, and 80 from being worn.

1 地盤改良装置 2 地盤
3 重機 4 支柱
5 掘削装置 6 地盤改良材供給機構
7 スイベルジョイント 8 地盤改良材貯留タンク
9 水槽 10 地盤改良材混合プラント
11 地盤改良材吐出ポンプ 12 昇降支持体
13 駆動体 14 掘削軸
15 回転掘削部 16 内側軸
17 外側軸 18 駆動モータ
19 反転変速機 20 掘削ヘッド
21 撹拌翼 22 掘削翼
23 掘削ビット 24 最内側撹拌翼
25 内側撹拌翼 26 外側撹拌翼
27 最内側撹拌翼体 28 内側撹拌翼体
29 内側撹拌翼上部片 30 内側撹拌翼中途部片
31 内側撹拌翼下部片 32 環状体
33 撹拌片 34 連結片
35 外側撹拌翼体 36 外側撹拌翼上部片
37 外側撹拌翼中途部片 38 外側撹拌翼下部片
39 環状体 40 撹拌片
41 螺旋翼 42 水平翼
43 螺旋部 44 段部
45 コニカルビット 46 ホルダー
47 ビット本体部 48 取付軸部
49 括れ部 50 フランジ部
51 掘削チップ 52 取付孔
53 連結具 54 収容凹部
55,57 シール部材 56,58 凹部
59,62 コニカルビット 60,63 ビット本体部
61,64 超硬チップ 65,68,70,73,76,79 コニカルビット
66 フランジ部 67,72,75,78 超硬チップ
69,71,74,77,80 ビット本体部 81 掘削チップ
DESCRIPTION OF SYMBOLS 1 Ground improvement device 2 Ground 3 Heavy machine 4 Prop 5 Excavation device 6 Ground improvement material supply mechanism 7 Swivel joint 8 Ground improvement material storage tank 9 Water tank 10 Ground improvement material mixing plant
11 Ground improvement material discharge pump 12 Lifting support
13 Drive 14 Drilling shaft
15 Rotary excavation 16 Inner shaft
17 Outer shaft 18 Drive motor
19 Reverse transmission 20 Drilling head
21 Stirring blade 22 Drilling blade
23 Drilling bit 24 Innermost stirring blade
25 Inner stirring blade 26 Outer stirring blade
27 Inner stirring blade 28 Inner stirring blade
29 Inner stirring blade upper piece 30 Inner stirring blade middle piece
31 Inner stirring blade lower piece 32 Annulus
33 Stirring piece 34 Connecting piece
35 Outer stirring blade body 36 Outer stirring blade upper piece
37 Middle part of outer stirring blade 38 Lower part of outer stirring blade
39 Ring 40 Stirring piece
41 Spiral wing 42 Horizontal wing
43 Spiral part 44 Step part
45 Conical Bit 46 Holder
47 Bit body 48 Mounting shaft
49 Narrow part 50 Flange part
51 Drilling tip 52 Mounting hole
53 Connector 54 Recess
55,57 Seal member 56,58 Recess
59,62 Conical bit 60,63 bit body
61,64 Carbide tip 65,68,70,73,76,79 Conical bit
66 Flange 67,72,75,78 Carbide tip
69,71,74,77,80 Bit body 81 Drilling tip

そこで、請求項1に係る本発明では、掘削ヘッドに設けたホルダーに着脱自在かつ回転自在に取付けられるコニカルビットにおいて、先端に掘削チップを設けたビット本体部と、ホルダーに回転自在に支持される取付軸部とを有し、ホルダーと取付軸部との間に連結具を収容し、取付軸部がホルダーに固着して回転不能となるのを防止するための固着防止手段を有し、固着防止手段は、ホルダーと取付軸部との間に収容した連結具よりも先端側にシール部材をホルダーと取付軸部との間に収容して、ビット本体部で掘削した土砂がホルダーと取付軸部との間に収容した連結具に侵入することで取付軸部がホルダーに固着して回転不能となるのを防止することにした。
Therefore, in the present invention according to claim 1, in the conical bit that is detachably and rotatably attached to the holder provided in the excavation head, the bit main body portion provided with the excavation tip at the tip is rotatably supported by the holder. and a mounting shaft portion, houses the coupling between the holder and the mounting shaft portion, the mounting shaft portion have a sticking prevention means for preventing from becoming unrotatable by fixing the holder, fixed The prevention means is that the seal member is housed between the holder and the mounting shaft portion on the tip side of the coupling member housed between the holder and the mounting shaft portion, and the earth and sand excavated by the bit main body portion is held between the holder and the mounting shaft. It was decided to prevent the attachment shaft portion from being fixed to the holder and becoming unrotatable by intruding into the connector accommodated between the two portions .

また、請求項2に係る本発明では、前記請求項1に係る本発明において、前記ホルダーに前記取付軸部を挿通させる貫通孔状の取付孔が形成されており、前記連結具の先端側だけでなく基端側にも前記シール部材をホルダーと取付軸部との間に収容することにした。
Further, in the present invention according to claim 2 , in the present invention according to claim 1 , a through-hole-shaped mounting hole for inserting the mounting shaft portion through the holder is formed, and only the distal end side of the coupling tool is formed. not even the base end side was Rukoto to accommodate the sealing member between the holder and the mounting shaft portion.

また、請求項3に係る本発明では、前記請求項1に係る本発明において、前記ビット本体部の外周面を多角錐形状として、ビット本体部が受ける土圧によって取付軸部に回転力を生起させることで取付軸部がホルダーに固着して回転不能となるのを防止することにした。
Further, in the present invention according to claim 3, occurs in the present invention according to claim 1, the outer peripheral surface of the bit body portion as a pyramid shape, a rotational force to the mounting shaft portion by soil pressure bit body portion receives By doing so, it was decided to prevent the mounting shaft portion from being fixed to the holder and becoming unrotatable.

また、請求項4に係る本発明では、前記請求項3に係る本発明において、前記多角錐形状としたビット本体部の角部分又は面部分に他の部分よりも硬い超硬チップを設けることにした。 Further, in the present invention according to claim 4 , in the present invention according to claim 3 , in the corner portion or the surface portion of the bit body portion having the polygonal pyramid shape, a carbide chip harder than other portions is provided. did.

Claims (5)

掘削ヘッドに設けたホルダーに着脱自在かつ回転自在に取付けられるコニカルビットにおいて、
先端に掘削チップを設けたビット本体部と、ホルダーに回転自在に支持される取付軸部とを有し、
取付軸部がホルダーに固着して回転不能となるのを防止するための固着防止手段を有することを特徴とするコニカルビット。
In a conical bit that is detachably and rotatably attached to a holder provided on a drilling head,
It has a bit body portion provided with a drilling tip at the tip, and an attachment shaft portion that is rotatably supported by the holder,
A conical bit, characterized by having a sticking prevention means for preventing the mounting shaft portion from sticking to the holder and becoming unrotatable.
前記固着防止手段は、ホルダーと取付軸部との間に介在させる連結具よりも先端側にシール部材を設けて、ビット本体部で掘削した土砂がホルダーと取付軸部との間の連結具に侵入することで取付軸部がホルダーに固着して回転不能となるのを防止することを特徴とする請求項1に記載のコニカルビット。   The sticking prevention means is provided with a seal member on the tip side of a connecting tool interposed between the holder and the mounting shaft portion, and the earth and sand excavated by the bit main body portion becomes a connecting tool between the holder and the mounting shaft portion. 2. The conical bit according to claim 1, wherein the conical bit prevents the attachment shaft portion from adhering to the holder and becoming unrotatable by intrusion. 前記ホルダーに前記取付軸部を挿通させる貫通孔状の取付孔が形成されており、前記連結具の先端側だけでなく基端側にも前記シール部材を設けたことを特徴とする請求項2に記載のコニカルビット。   3. A through-hole-shaped mounting hole through which the mounting shaft portion is inserted is formed in the holder, and the seal member is provided not only on the distal end side but also on the proximal end side of the coupling tool. Conical bit as described in. 前記固着防止手段は、ビット本体部の外周面を多角錐形状として、ビット本体部が受ける土圧によって取付軸部に回転力を生起させることで取付軸部がホルダーに固着して回転不能となるのを防止することを特徴とする請求項1に記載のコニカルビット。   The sticking prevention means has an outer peripheral surface of the bit body portion formed in a polygonal pyramid shape, and causes the mounting shaft portion to be fixed to the holder and cannot be rotated by generating a rotational force on the mounting shaft portion by earth pressure received by the bit body portion. 2. The conical bit according to claim 1, wherein the conical bit is prevented. 前記多角錐形状としたビット本体部の角部分又は面部分に他の部分よりも硬い超硬チップを設けたことを特徴とする請求項4に記載のコニカルビット。   5. The conical bit according to claim 4, wherein a carbide tip harder than other portions is provided at a corner portion or a surface portion of the bit body portion having the polygonal pyramid shape.
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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63197795A (en) * 1987-01-23 1988-08-16 ベテク・ベルクバウ・ウント・ハルトメタルテクニーク・カール・ハインツ・ジモン・ゲゼルシャフト・ミツト・ベシユレンクテル・ハフツング・ウント・コンパニー・コマンディート・ゲゼルシャフト Round shaft bit
JPH0886185A (en) * 1994-09-13 1996-04-02 Toshiba Tungaloy Co Ltd Conical bit
JP2007211527A (en) * 2006-02-10 2007-08-23 Estec:Kk Excavating head and soil improving machine

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63197795A (en) * 1987-01-23 1988-08-16 ベテク・ベルクバウ・ウント・ハルトメタルテクニーク・カール・ハインツ・ジモン・ゲゼルシャフト・ミツト・ベシユレンクテル・ハフツング・ウント・コンパニー・コマンディート・ゲゼルシャフト Round shaft bit
JPH0886185A (en) * 1994-09-13 1996-04-02 Toshiba Tungaloy Co Ltd Conical bit
JP2007211527A (en) * 2006-02-10 2007-08-23 Estec:Kk Excavating head and soil improving machine

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