JPH076177Y2 - Earth auger - Google Patents
Earth augerInfo
- Publication number
- JPH076177Y2 JPH076177Y2 JP1988154635U JP15463588U JPH076177Y2 JP H076177 Y2 JPH076177 Y2 JP H076177Y2 JP 1988154635 U JP1988154635 U JP 1988154635U JP 15463588 U JP15463588 U JP 15463588U JP H076177 Y2 JPH076177 Y2 JP H076177Y2
- Authority
- JP
- Japan
- Prior art keywords
- hollow
- shaft
- gap
- stirring shaft
- shafts
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
- Earth Drilling (AREA)
Description
【考案の詳細な説明】 (産業上の利用分野) 本考案は地盤改良をおこなうためのアースオーガに関す
る。DETAILED DESCRIPTION OF THE INVENTION (Industrial field of application) The present invention relates to an earth auger for ground improvement.
(従来の技術) 従来、この種アースオーガとして特開昭59−15118号公
報に記載のものがある。これは先端に掘削ヘッドを取付
けた中空掘削軸と、これに外嵌合され外周面に攪拌羽根
を取付けた中空攪拌軸とを有し、該両軸を互いに逆方向
へ回転させながらその両軸を一体に降下させて、上記掘
削ヘッドにより地盤を掘削し、所定深度に達したなら
ば、両軸を一体に上昇させて中空掘削軸の先端から噴出
させたセメントミルクと掘削土壌とを攪拌混合するもの
であって、これにより地盤に基礎坑が形成され、地盤の
改良がなされる。(Prior Art) Conventionally, as this type of earth auger, there is one described in JP-A-59-15118. This has a hollow drilling shaft with a drilling head attached to the tip, and a hollow stirring shaft fitted externally to this and having stirring blades on its outer peripheral surface. Both shafts are rotated while rotating them in opposite directions. And the soil is excavated by the excavation head, and when a predetermined depth is reached, both shafts are integrally elevated and the cement milk ejected from the tip of the hollow excavation shaft and the excavated soil are mixed by stirring. By doing so, a foundation pit is formed in the ground, and the ground is improved.
(考案が解決しようとする課題) 上記従来のアースオーガによると、掘削・攪拌作業途上
において、中空掘削軸と中空攪拌軸との間の間隙部に土
圧によりセメントミルクや掘削土壌が侵入し、その侵入
したセメントミルク等が凝固して両軸の回転を妨げ、所
定どうりの攪拌作業をおこなえないという欠点がある。
この欠点を解消するため、両軸間にシール材を介装して
も、回転摩擦や過大な土圧によって短期間にシール機能
が破壊され、実用に耐え得るものではなかった。(Problems to be solved by the invention) According to the conventional earth auger, cement milk and excavated soil enter the gap between the hollow excavating shaft and the hollow agitating shaft due to earth pressure during excavation and agitation work, There is a drawback that the cement milk or the like that has infiltrated solidifies and prevents rotation of both shafts, so that stirring work cannot be performed in a predetermined manner.
Even if a seal material is interposed between both shafts in order to solve this drawback, the seal function is destroyed in a short period of time due to rotational friction and excessive earth pressure, and it is not practical.
本考案は上記従来の問題点に鑑み、上記両軸間の間隙部
にセメントミルク等が侵入しないようにしたアースオー
ガを提供することを目的とする。The present invention has been made in view of the above conventional problems, and an object thereof is to provide an earth auger in which cement milk or the like does not enter the gap between the shafts.
(課題を解決するための手段) 上記目的を達成するために、本考案は、先端に掘削ヘッ
ド5を取り付けた中空掘削軸6と、これに外嵌合され外
周面に攪拌羽根7を取り付けた中空攪拌軸8とを、互い
に独立して正逆転するが、両軸6,8一体に昇降するよう
にして支持リーダ2に配備し、中空掘削軸6と中空攪拌
軸8との間の間隙部25に圧力流体を供給する圧力流体供
給口28をオーガ本体4に設け、前記間隙部25の下方の上
記両軸6,8間に金属ブッシュ23を介在させてなる構成を
採用するものである。(Means for Solving the Problems) In order to achieve the above object, the present invention has a hollow drilling shaft 6 having a drilling head 5 attached to its tip, and an agitating blade 7 fitted to the hollow drilling shaft 6 on the outer peripheral surface thereof. The hollow stirring shaft 8 and the hollow stirring shaft 8 are rotated in the forward and reverse directions independently of each other, but the shafts 6 and 8 are integrally lifted and arranged on the support leader 2, and a gap portion between the hollow excavation shaft 6 and the hollow stirring shaft 8 is provided. A pressure fluid supply port 28 for supplying a pressure fluid to 25 is provided in the auger body 4, and a metal bush 23 is interposed between the shafts 6 and 8 below the gap portion 25.
また第2の考案によれば、中空攪拌軸8を回転駆動させ
る駆動装置20は支持リーダ2下方において中空攪拌軸揺
れ止め用の支持部材9に配備されてなる構成を採用する
ものである。According to the second invention, the drive device 20 for rotating the hollow stirring shaft 8 is arranged below the support leader 2 on the support member 9 for preventing the shaking of the hollow stirring shaft.
(作用) 本考案によれば、互いに正逆転する中空掘削軸6と中空
攪拌軸8との両者間の間隙部25に圧力流体を供給するよ
うにし、且つ該間隙部25の下方において両軸6,8間に金
属ブッシュ23を介在するようにしたため、前記間隙部25
に供給された圧力流体は前記金属ブッシュ23によって前
記間隙部25に封入されるか、あるいは金属ブッシュ23に
よって前記間隙部25の下方部が狭くなり所謂絞られて放
出量が制限されるため、前記間隙部25は圧力流体によっ
て高圧に維持され、掘削攪拌作業の途上で前記間隙部25
にセメントミルク等の侵入を有効に阻止することができ
る。(Operation) According to the present invention, the pressure fluid is supplied to the gap portion 25 between the hollow excavating shaft 6 and the hollow stirring shaft 8 which are rotated in the forward and reverse directions, and both shafts 6 are provided below the gap portion 25. Since the metal bush 23 is interposed between the gap 8 and the gap 8,
The pressure fluid supplied to is sealed in the gap portion 25 by the metal bush 23, or the lower portion of the gap portion 25 is narrowed by the metal bush 23 and is so-called squeezed to limit the discharge amount. The gap 25 is maintained at a high pressure by the pressure fluid, and during the excavation and stirring work, the gap 25
It is possible to effectively prevent the intrusion of cement milk and the like.
(実施例) 第5図は本考案の一実施例たるアースオーガを示すもの
であって、クレーン本体1に支持された支持リーダ2の
ガイドレール3にオーガ本体4が昇降自在に配設され、
先端に掘削ヘッド5を取付けた中空掘削軸6と、これに
外嵌合され外周面に攪拌羽根7を取付けた中空攪拌軸8
とが上記オーガ本体4に垂設され、前記ガイドレール3
の下部に、上記両軸6,8の振れ止め用の支持部材9が昇
降自在に配設されている。(Embodiment) FIG. 5 shows an earth auger according to an embodiment of the present invention, in which an auger body 4 is vertically movable on a guide rail 3 of a supporting leader 2 supported by a crane body 1.
A hollow drilling shaft 6 having a drilling head 5 attached to the tip thereof, and a hollow stirring shaft 8 externally fitted to the hollow drilling shaft 6 having stirring blades 7 mounted on the outer peripheral surface thereof.
And are vertically installed on the auger body 4, and the guide rail 3
A supporting member 9 for preventing steady movement of the shafts 6 and 8 is arranged in the lower part of the above so as to be able to move up and down.
第1図に示すように、前記中空掘削軸6は、オーガ本体
4に軸受10を介して回転自在に支持され、電動式または
油圧式の掘削駆動装置11により伝動歯車12,13を介して
回転させられるようになっている(第2図参照)。また
その掘削軸6の中央部を構成するトルクチューブ部6a内
にはセメントミルク供給パイプ6bが同心状に配設され、
該パイプ6bの上部はスイベルジョイント14を介してオー
ガ本体4の上部に設けたセメントミルク供給口15に連通
し、またその下部は掘削ヘッド5のセメントミルク吐出
口16に連通しており、セメントミルク供給ポンプ17によ
り上記セメントミルク供給口15に供給されたセメントミ
ルクが供給パイプ6bを介して吐出口16から吐出するよう
になっている。As shown in FIG. 1, the hollow excavation shaft 6 is rotatably supported by the auger body 4 via a bearing 10, and is rotated by an electric or hydraulic excavation drive device 11 via transmission gears 12, 13. It can be operated (see FIG. 2). In addition, a cement milk supply pipe 6b is concentrically arranged in the torque tube portion 6a which constitutes the central portion of the excavation shaft 6.
The upper portion of the pipe 6b communicates with a cement milk supply port 15 provided on the upper portion of the auger body 4 through a swivel joint 14, and the lower portion thereof communicates with a cement milk discharge port 16 of the drill head 5, The cement milk supplied to the cement milk supply port 15 by the supply pump 17 is discharged from the discharge port 16 via the supply pipe 6b.
前記中空攪拌軸8は、オーガ本体4に軸受18を介して回
転自在に支持され、且つ前記支持部材9に配設されたボ
ス部19内に昇降自在に挿通されており、オーガ本体4を
昇降させることによって、前記中空掘削軸6と一体に昇
降するようになっている。また第3図に示すように、中
空攪拌軸8の外周面と上記ボス部19の内周面とは多角形
に形成されて互いに嵌合しており、電動式または油圧式
の攪拌駆動装置20により伝動歯車21,22を介して回転さ
せられるボス部19の回転力が中空攪拌軸8に伝達される
ようになっている。The hollow stirring shaft 8 is rotatably supported by the auger body 4 via a bearing 18, and is vertically inserted into a boss portion 19 provided on the support member 9 to raise and lower the auger body 4. By doing so, the hollow excavating shaft 6 can be moved up and down integrally. Further, as shown in FIG. 3, the outer peripheral surface of the hollow stirring shaft 8 and the inner peripheral surface of the boss portion 19 are formed in a polygonal shape and are fitted to each other, and an electric or hydraulic stirring drive device 20 is provided. Thus, the rotational force of the boss portion 19 rotated by the transmission gears 21 and 22 is transmitted to the hollow stirring shaft 8.
上記中空攪拌軸8の内周面下端部に、第4図に示すよう
に環状の金属ブッシュ(メタル)23が固着され、該ブッ
シュ23に対向して中空掘削軸6の外周面にセラミック製
コーティング等による耐磨耗性被膜24が形成されてい
る。また第1図に示すように、中空攪拌軸8と中空掘削
軸6との間の間隙部25が、中空掘削軸6のトルクチュー
ブ部6aに形成した連通孔26,26及びスイベルジョイント2
7を介してオーガ本体4の下部に設けた圧力流体供給口2
8に連通しており、水圧ポンプ29またはエアポンプ30か
ら三方切換弁31を介して上記間隙部25に圧力流体が供給
される。間隙部25の下方では、前述のように環状の金属
ブッシュ23が中空攪拌軸8の内周面に固着され、該金属
ブッシュ23が中空掘削軸6の外周面に接触するか、ある
んは少許の隙間しかないため、上記間隙部25に供給され
た圧力流体は間隙部25に封入されるか、所謂絞られて間
隙部25から外部への放出量が制限され、これがために該
間隙部25は圧力流体によって高圧に維持される。これが
ために、前記ブッシュ23と掘削軸6との間から間隙部25
にセメントミルク等が侵入するのを阻止するようになっ
ている。An annular metal bush (metal) 23 is fixed to the lower end portion of the inner peripheral surface of the hollow stirring shaft 8 as shown in FIG. 4, and the outer peripheral surface of the hollow excavating shaft 6 is coated with a ceramic so as to face the bush 23. A wear resistant coating 24 is formed by the above. Further, as shown in FIG. 1, the gap 25 between the hollow stirring shaft 8 and the hollow excavating shaft 6 has a communication hole 26, 26 formed in the torque tube portion 6a of the hollow excavating shaft 6 and the swivel joint 2
Pressure fluid supply port 2 provided under the auger body 4 via 7
The pressure fluid is supplied from the water pressure pump 29 or the air pump 30 to the gap portion 25 via the three-way switching valve 31. Below the gap 25, the annular metal bush 23 is fixed to the inner peripheral surface of the hollow stirring shaft 8 as described above, and the metal bush 23 comes into contact with the outer peripheral surface of the hollow excavating shaft 6 or a small amount. Therefore, the pressure fluid supplied to the gap 25 is enclosed in the gap 25 or so-called throttled to limit the discharge amount from the gap 25 to the outside. Are maintained at high pressure by the pressure fluid. For this reason, a gap 25 is formed between the bush 23 and the excavation shaft 6.
It is designed to prevent cement milk and the like from entering.
なお前記攪拌駆動装置20は、支持リーダ3の下方におい
てガイドレール3に図示しない懸吊ロープによって昇降
自在に設けた支持部材9に配設されており、これによっ
て支持リーダ3の重心が下がり、アースオーガの安定性
を良くしている。The agitation drive device 20 is disposed below the support leader 3 on a support member 9 provided on the guide rail 3 so as to be able to move up and down by a suspension rope (not shown), whereby the center of gravity of the support leader 3 is lowered and the earth is grounded. It improves the stability of the auger.
上記アースオーガによる土壌改良の手順について説明す
ると、第5図に示す状態から、両軸6,8を互いに逆方向
へ回転させながら、あるいは掘削軸6のみを回転させて
地盤を掘削し、所定深度に達したならば、両軸6,8を上
昇させると共に、該両軸6,8の回転速度を高速に切換
え、その両軸6,8の昇降を数回繰返すことによってセメ
ントミルクと掘削土壌とを均一に攪拌混合する。そし
て、この間、間隙部25内に圧力流体を土圧より若干高い
圧力で供給し、セメントミルク等が間隙部25内に侵入す
るのを阻止する。Explaining the procedure for soil improvement by the earth auger, the ground is excavated from the state shown in FIG. 5 while rotating both shafts 6 and 8 in opposite directions or by rotating only the excavation shaft 6 to a predetermined depth. When it reaches, the both shafts 6 and 8 are raised, the rotational speeds of the shafts 6 and 8 are switched to high speed, and the raising and lowering of the shafts 6 and 8 are repeated several times, whereby cement milk and excavated soil Stir to mix evenly. During this time, the pressurized fluid is supplied into the gap 25 at a pressure slightly higher than the earth pressure to prevent cement milk or the like from entering the gap 25.
(考案の効果) 本考案によれば、中空掘削軸と中空攪拌軸との間の間隙
部に圧力流体を供給すると共に、該間隙部に供給された
圧力流体は、間隙部の下方に設けた金属ブッシュによっ
て該間隙部に封入されるか、該間隙部から外部への放出
量が制限されるため、該間隙部は圧力流体によって常に
高圧に維持され、それがために該間隙部へのセメントミ
ルク等の侵入が有効に阻止されから、冒頭に述べた従来
例のように上記間隙部に侵入して凝固したセメントミル
クによって上記両軸の回転が阻害されるという問題点が
解消され、その両軸を所定どうり互いに独立して正逆転
させて、掘削土壌とセメントミルクとをいわゆる共回り
現象を発生させることなく効率よく均一に攪拌混合する
ことができる。According to the present invention, the pressure fluid is supplied to the gap between the hollow excavation shaft and the hollow stirring shaft, and the pressure fluid supplied to the gap is provided below the gap. Since the metal bush is filled in the gap or the amount of discharge from the gap to the outside is limited, the gap is constantly maintained at a high pressure by the pressure fluid, and therefore the cement to the gap is maintained. Since the invasion of milk or the like is effectively prevented, the problem that the rotation of both shafts is obstructed by the cement milk that has invaded the gap and solidified as in the conventional example described at the beginning is solved. It is possible to efficiently and uniformly stir and mix the excavated soil and the cement milk without causing a so-called co-rotation phenomenon, by reciprocally rotating the shaft independently of each other in a predetermined manner.
また本考案の実施例によれば、重量のある中空攪拌軸駆
動装置を中空攪拌軸の振れ止めを兼ねた支持部材に配設
しているため、支持リーダの重心が下がり、アースオー
ガの安定性に貢献している。Further, according to the embodiment of the present invention, since the heavy hollow stirring shaft driving device is arranged on the supporting member which also serves as a steady rest of the hollow stirring shaft, the center of gravity of the supporting leader is lowered and the stability of the earth auger is improved. Contribute to.
第1図は本考案の一実施例たるアースオーガの縦断面
図、第2図は第1図のII−II線に沿う要部の横断面図、
第3図は第1図のIII−III線に沿う要部の横断面図、第
4図は第1図のIV−IV線に沿う拡大横断面図、第5図は
アースオーガの側面図である。 2……支持リーダ、4……オーガ本体、5……掘削ヘッ
ド、6……中空掘削軸、7……攪拌羽根、8……中空攪
拌軸、9……支持部材、20……攪拌駆動軸、25……間隙
部、28……圧力流体供給口。FIG. 1 is a longitudinal sectional view of an earth auger which is an embodiment of the present invention, and FIG. 2 is a lateral sectional view of a main part taken along line II-II in FIG.
3 is a cross-sectional view of the main part taken along the line III-III of FIG. 1, FIG. 4 is an enlarged cross-sectional view taken along the line IV-IV of FIG. 1, and FIG. 5 is a side view of the earth auger. is there. 2 ... Support leader, 4 ... Auger body, 5 ... Drilling head, 6 ... Hollow drilling shaft, 7 ... Stirring blade, 8 ... Hollow stirring shaft, 9 ... Supporting member, 20 ... Stirring drive shaft , 25 …… Gap, 28 …… Pressure fluid supply port.
Claims (2)
軸6と、これに外嵌合され外周面に攪拌羽根7を取り付
けた中空攪拌軸8とを、互いに独立して正逆転するが、
両軸6,8一体に昇降するようにして支持リーダ2に配備
し、中空掘削軸6と中空攪拌軸8との間の間隙部25に圧
力流体を供給する圧力流体供給口28をオーガ本体4に設
け、前記間隙部25の下方の上記両軸6,8間に金属ブッシ
ュ23を介在させてなるアースオーガ。1. A hollow drilling shaft 6 having a drilling head 5 attached to its tip and a hollow stirring shaft 8 externally fitted to the hollow stirring shaft 8 having stirring blades 7 mounted on its outer peripheral surface are rotated independently of each other.
Both shafts 6 and 8 are arranged on the support leader 2 so as to move up and down integrally, and the auger body 4 is provided with a pressure fluid supply port 28 for supplying a pressure fluid to a gap 25 between the hollow excavation shaft 6 and the hollow stirring shaft 8. The earth auger which is provided in the above and has a metal bush 23 interposed between the both shafts 6 and 8 below the gap portion 25.
は支持リーダ2下方において中空攪拌軸揺れ止め用の支
持部材9に配備されてなる請求項1記載のアースオー
ガ。2. A drive device 20 for driving the hollow stirring shaft 8 to rotate.
The earth auger according to claim 1, wherein the earth auger is provided below the support leader 2 on a support member 9 for preventing the shaking of the hollow stirring shaft.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1988154635U JPH076177Y2 (en) | 1988-11-28 | 1988-11-28 | Earth auger |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1988154635U JPH076177Y2 (en) | 1988-11-28 | 1988-11-28 | Earth auger |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0278633U JPH0278633U (en) | 1990-06-18 |
| JPH076177Y2 true JPH076177Y2 (en) | 1995-02-15 |
Family
ID=31431545
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1988154635U Expired - Lifetime JPH076177Y2 (en) | 1988-11-28 | 1988-11-28 | Earth auger |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH076177Y2 (en) |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5634068Y2 (en) * | 1977-12-05 | 1981-08-12 | ||
| JPS5731389U (en) * | 1980-07-25 | 1982-02-18 | ||
| JPS5915118A (en) * | 1982-07-16 | 1984-01-26 | Kokudo Sogo Kensetsu Kk | Method and apparatus for ground improvement |
-
1988
- 1988-11-28 JP JP1988154635U patent/JPH076177Y2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0278633U (en) | 1990-06-18 |
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