JPH11140861A - Stirring head for improving ground - Google Patents
Stirring head for improving groundInfo
- Publication number
- JPH11140861A JPH11140861A JP31164397A JP31164397A JPH11140861A JP H11140861 A JPH11140861 A JP H11140861A JP 31164397 A JP31164397 A JP 31164397A JP 31164397 A JP31164397 A JP 31164397A JP H11140861 A JPH11140861 A JP H11140861A
- Authority
- JP
- Japan
- Prior art keywords
- wing
- main shaft
- horizontal
- shaft
- rotated
- 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.)
- Granted
Links
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、例えば地盤改良マ
シン等に適用される地盤改良用攪拌ヘッドの改良に関す
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a ground improvement stirring head applied to a ground improvement machine or the like.
【0002】[0002]
【従来の技術】従来、この種の地盤改良用攪拌ヘッドと
しては、例えば図5に示したものが知られている。当該
地盤改良用攪拌ヘッド50は、基本的には、主軸51
と、主軸51の先部に設けられた掘削翼52と、主軸5
1に回転可能に設けられて掘削穴形成壁に突入される廻
止軸53と、主軸51に設けられた水平回転翼54と、
廻止軸53に回転可能に設けられて水平回転翼54に依
り回転される垂直回転翼55と、から構成されている。
而して、この様なものは、主軸が回転されると、掘削翼
と水平回転翼が主軸の廻りにこれと一緒に回転されると
共に、水平回転翼の回転に依り垂直回転翼が廻止軸の廻
りに回転される。2. Description of the Related Art Conventionally, as this kind of ground improvement stirring head, for example, the one shown in FIG. 5 is known. The ground improvement stirring head 50 basically includes a main shaft 51.
A digging wing 52 provided at the tip of the main shaft 51;
A detent shaft 53 rotatably provided at 1 and protruding into the excavation hole forming wall; a horizontal rotary wing 54 provided on the main shaft 51;
A vertical rotating blade 55 rotatably provided on the detent shaft 53 and rotated by a horizontal rotating blade 54.
Thus, when the main shaft is rotated, the excavator blade and the horizontal rotor are rotated together with the main shaft around the main shaft, and the vertical rotor is stopped by the rotation of the horizontal rotor. Rotated around an axis.
【0003】[0003]
【発明が解決しようとする課題】ところが、この様なも
のは、水平に回転掘進される掘削翼に対して垂直に回転
される垂直回転翼を備えているので、硬化材(セメント
ミルク)と土塊が一応三次元的に攪拌混合されて比較的
ムラがない強度の高い柱体を造成できるものの、まだま
だ不充分であった。本発明は、叙上の問題点に鑑み、こ
れを解消する為に創案されたもので、その課題とする処
は、硬化材と土塊の攪拌混合をより一層向上させてムラ
がない強度の高い柱体を造成できる様にした地盤改良用
攪拌ヘッドを提供するにある。However, such an apparatus has a vertical rotating blade which is rotated vertically with respect to a cutting blade which is horizontally rotated and excavated. However, although it was possible to form a column having a high strength with relatively no unevenness by stirring and mixing three-dimensionally, it was still insufficient. SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned problems, and has been made in order to solve the problem. It is an object of the present invention to provide a ground improvement stirring head capable of forming pillars.
【0004】[0004]
【課題を解決するための手段】本発明の地盤改良用攪拌
ヘッドは、基本的には、主軸と、主軸の先部に設けられ
た掘削翼と、主軸に回転可能に設けられて掘削穴形成壁
に突入される廻止軸と、主軸に設けられた水平回転翼
と、廻止軸に回転可能に設けられて水平回転翼に依り回
転される垂直回転翼と、主軸に回転可能に設けられて垂
直回転翼に依り主軸とは反対方向に回転される水平逆回
転翼と、から構成した事に特徴が存する。The ground improvement stirring head of the present invention is basically composed of a main shaft, a digging wing provided at the tip of the main shaft, and a digging hole formed rotatably on the main shaft. A detent shaft protruding into a wall, a horizontal rotary blade provided on the main shaft, a vertical rotary blade rotatably provided on the detent shaft and rotated by the horizontal rotary blade, and rotatably provided on the main shaft. And a horizontal counter-rotating blade that is rotated in a direction opposite to the main axis by a vertical rotating blade.
【0005】主軸が回転されると、掘削翼と水平回転翼
が主軸の廻りにこれと一緒に回転される。掘削翼が回転
されると、地面が漸次掘削されると共に、廻止軸の先端
が掘削穴形成壁に突入される事に依り廻止軸が廻止され
る。水平回転翼が回転されると、これに依り垂直回転翼
が廻止軸の廻りに回転されると共に、垂直回転翼に依り
水平逆回転翼が主軸の廻りにこれとは反対方向に回転さ
れる。掘削翼に依り掘削された土塊と注入された硬化材
とは、水平回転翼と垂直回転翼と水平逆回転翼とに依り
攪拌されて混合される。とりわけ、水平に回転掘進され
る掘削翼とは反対方向に回転される水平逆回転翼に依り
硬化材と土塊との攪拌混合作用が更に一層向上される。When the main shaft is rotated, the excavating wing and the horizontal rotary wing are rotated together with the main shaft around the main shaft. When the excavation wing is rotated, the ground is gradually excavated, and the detent shaft is stopped by the tip of the detent shaft protruding into the excavation hole forming wall. When the horizontal rotor is rotated, the vertical rotor is rotated about the detent axis, and the horizontal counter rotor is rotated about the main axis in the opposite direction by the vertical rotor. . The earth mass excavated by the excavation wing and the injected hardened material are agitated and mixed by the horizontal rotor, the vertical rotor, and the horizontal counter-rotor. In particular, the horizontal counter-rotating wing rotated in the direction opposite to the horizontally excavated wing further improves the stirring and mixing action of the hardening material and the earth mass.
【0006】[0006]
【発明の実施の形態】以下、本発明の実施の形態を、図
面に基づいて説明する。図1は、本発明の地盤改良用攪
拌ヘッドを示す正面図。図2は、図1の側面図。図3
は、図1の平面図。図4は、図1の底面図である。Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a front view showing a ground improvement stirring head of the present invention. FIG. 2 is a side view of FIG. 1. FIG.
2 is a plan view of FIG. FIG. 4 is a bottom view of FIG.
【0007】地盤改良用攪拌ヘッド1は、主軸2、掘削
翼3、廻止軸4、水平回転翼5、垂直回転翼6、水平逆
回転翼7とからその主要部が構成されている。The main part of the ground improvement stirring head 1 is composed of a main shaft 2, an excavating blade 3, a stop shaft 4, a horizontal rotary blade 5, a vertical rotary blade 6, and a horizontal reverse rotary blade 7.
【0008】主軸2は、地盤改良用攪拌ヘッド1の基本
部分を為すもので、この例では、図略しているが、縦軸
廻りに回転可能に支持されて時計方向に回転される中空
状のロッドの下部に着脱可能に取付けられるものにして
あり、上部には、ロッドの廻止穴に着脱可能に嵌入され
る六角状の廻止部8と、抜止用ピンが掛合される抜止窪
所9とが形成されていると共に、中心部には、ロッドの
中空部に連続する上下が貫通した硬化材(セメントミル
ク)用の注入路10が形成されている。The main shaft 2 forms a basic part of the ground improvement stirring head 1. Although not illustrated in this example, a hollow shaft which is supported rotatably about a vertical axis and rotated clockwise is used. A hexagonal locking portion 8 detachably fitted in a locking hole of the rod and a locking recess 9 in which a locking pin is engaged. In addition, an injection path 10 for a hardening material (cement milk) is formed in the center of the rod.
【0009】掘削翼3は、主軸2の先部に設けられたも
ので、この例では、主軸2の下部に水平に等角度(18
0°)毎に付設された複数(二つ)の羽根板11と、こ
れらに付設された複数(各二つづつで合計四つ)の掘削
刃12とから成っている。羽根板11は、掘削土を上昇
させるべく傾斜させて設けられている。The excavating wing 3 is provided at the front end of the main shaft 2.
It is composed of a plurality (two) of blade plates 11 attached to each (0 °) and a plurality of (two in total, four in each case) digging blades 12 attached to these. The blade plate 11 is provided to be inclined so as to raise the excavated soil.
【0010】廻止軸4は、主軸2に回転可能に設けられ
て掘削穴形成壁Aに突入されるもので、この例では、主
軸2の廻止部8と掘削翼3との間の主軸2(主軸2の中
程)にこれの廻り(縦軸廻り)に回転可能に設けられた
ボス13と、これに水平に等角度(180°)毎に付設
されて先端が尖鋭にされて掘削穴形成壁Aに突入される
複数(二つ)のロッド14から成っている。The detent shaft 4 is rotatably provided on the main shaft 2 and protrudes into the excavation hole forming wall A. In this example, the detent shaft 4 is provided between the detent portion 8 of the main shaft 2 and the excavating wing 3. 2 (in the middle of the main shaft 2), a boss 13 rotatably provided around it (around the vertical axis), and a boss 13 horizontally attached to the boss 13 at equal angles (180 °) so that the tip is sharpened and excavated. It consists of a plurality (two) of rods 14 protruding into the hole forming wall A.
【0011】水平回転翼5は、支軸2に設けられたもの
で、この例では、主軸2の廻止部8と廻止軸4との間の
主軸2(主軸2の廻止軸4より上側)に形成された円柱
部15と、これに水平に等角度(60°)毎に付設され
た複数(六つ)のロッド16とから成っている。The horizontal rotary wing 5 is provided on the support shaft 2. In this example, the main shaft 2 between the detent portion 8 of the main shaft 2 and the detent shaft 4 (from the detent shaft 4 of the main shaft 2). It is composed of a cylindrical portion 15 formed on the (upper side) and a plurality (six) of rods 16 provided horizontally at equal angles (60 °).
【0012】垂直回転翼6は、廻止軸4に回転可能に設
けられて水平回転翼5に依り回転されるもので、この例
では、廻止軸4に回転可能に設けられたボス17と、こ
れに垂直面に沿って等角度(60°)毎に付設されて水
平回転翼5のロッド16に噛合される複数(六つ)のロ
ッド18とから成っている。The vertical rotary wing 6 is rotatably provided on the detent shaft 4 and is rotated by the horizontal rotary wing 5. In this example, a boss 17 rotatably provided on the detent shaft 4 is provided. And a plurality (six) of rods 18 which are provided at equal angles (60 °) along the vertical plane and mesh with the rods 16 of the horizontal rotary wing 5.
【0013】水平逆回転翼7は、主軸2に回転可能に設
けられて垂直回転翼6に依り主軸2とは反対方向に回転
されるもので、この例では、廻止軸4と掘削翼3との間
の主軸2にこれの廻り(縦軸廻り)に回転可能に設けら
れたボス19と、これの上部に水平に等角度(60°)
毎に付設されて垂直回転翼6のロッド18に噛合される
複数(六つ)のロッド20と、ボス19の下部に水平に
等角度(180°)毎に付設された複数(二つ)の羽根
板21とから成っている。羽根板21は、掘削土を上昇
させるべく傾斜させて設けられている。The horizontal counter-rotating blade 7 is rotatably provided on the main shaft 2 and is rotated in a direction opposite to the main shaft 2 by a vertical rotary blade 6. In this example, the detent shaft 4 and the excavating blade 3 are provided. And a boss 19 rotatably provided around the main shaft 2 (around the vertical axis) between the main shaft 2 and a horizontal equiangular angle (60 °) above the main shaft 2.
A plurality (six) of rods 20 attached to each and engaged with the rods 18 of the vertical rotor 6, and a plurality (two) of rods attached to the lower part of the boss 19 horizontally at equal angles (180 °). And a wing plate 21. The blade 21 is provided to be inclined so as to raise the excavated soil.
【0014】水平回転翼5と垂直回転翼6と水平逆回転
翼7(羽根板21を除く)は、歯がロッド状を呈する所
謂ロッド歯車を為している。The horizontal rotary blade 5, the vertical rotary blade 6, and the horizontal reverse rotary blade 7 (except for the blade plate 21) form a so-called rod gear whose teeth have a rod shape.
【0015】次に、この様な構成に基づいてその作用を
述解する。主軸2が図3に於て時計方向に回転される
と、掘削翼3と水平回転翼5が主軸2の廻りにこれと一
緒に同方向に回転される。掘削翼3が回転されると、羽
根板11と掘削刃12に依り地面が漸次掘削されると共
に、廻止軸4の先端が掘削穴形成壁Aに突入される事に
依り廻止軸4が廻止される。水平回転翼5が回転される
と、これに依り垂直回転翼6が廻止軸4の廻りに図2に
於て反時計方向に回転されると共に、垂直回転翼6に依
り水平逆回転翼7が主軸2の廻りにこれとは反対方向
(図3に於て反時計方向)に回転される。硬化材は、ロ
ッドの中空部と主軸2の注入路10を経て主軸2の下端
から注入される。掘削翼3に依り掘削された土塊と注入
された硬化材とは、水平回転翼5のロッド16と垂直回
転翼6のロッド18と水平逆回転翼7のロッド20及び
羽根板21に依り攪拌されて混合される。とりわけ、水
平に回転掘進される掘削翼3とは反対方向に回転される
水平逆回転翼7の羽根板21に依り硬化材と土塊との攪
拌混合作用が更に一層向上される。Next, the operation will be described based on such a configuration. When the main shaft 2 is rotated clockwise in FIG. 3, the excavating wing 3 and the horizontal rotary wing 5 are rotated around the main shaft 2 in the same direction. When the excavation wing 3 is rotated, the ground is gradually excavated by the blade plate 11 and the excavation blade 12, and the tip of the detent shaft 4 is pushed into the excavation hole forming wall A, so that the detent shaft 4 is rotated. It is stopped. When the horizontal rotating blade 5 is rotated, the vertical rotating blade 6 is rotated counterclockwise in FIG. 2 around the rotation stop shaft 4, and the horizontal rotating blade 7 is rotated by the vertical rotating blade 6. Is rotated around the main shaft 2 in the opposite direction (counterclockwise in FIG. 3). The hardening material is injected from the lower end of the main shaft 2 through the hollow portion of the rod and the injection path 10 of the main shaft 2. The earth mass excavated by the excavation blade 3 and the injected hardened material are stirred by the rod 16 of the horizontal rotor 5, the rod 18 of the vertical rotor 6, the rod 20 of the horizontal counter-rotor 7, and the blade 21. Mixed. In particular, the blade 21 of the horizontal counter-rotating blade 7 rotated in the direction opposite to the horizontal direction of the excavating blade 3 further enhances the stirring and mixing action of the hardening material and the earth mass.
【0016】尚、掘削翼3と水平逆回転翼7は、先の例
では、羽根板11,21が夫々二つであったが、これに
限らず、例えばこれ以外の数でも良い。廻止軸4は、先
の例では、ロッド14が二つであったが、これに限ら
ず、例えばこれ以外の数でも良い。水平回転翼5と垂直
回転翼6と水平逆回転翼7は、先の例では、ロッド1
6,18,20が夫々六つであったが、これに限らず、
例えばこれ以外の数でも良い。In the above example, the excavating wings 3 and the horizontal counter-rotating wings 7 each have two blade plates 11 and 21. However, the present invention is not limited to this, and other numbers may be used. In the above example, the number of the rotation preventing shafts 4 is two, but the number is not limited thereto. For example, another number may be used. In the above example, the horizontal rotor 5, the vertical rotor 6, and the horizontal counter-rotor 7
6,18,20 each had six, but not limited to this,
For example, other numbers may be used.
【0017】[0017]
【発明の効果】以上、既述した如く、本発明に依れば、
次の様な優れた効果を奏する事ができる。 (1) 主軸、掘削翼、廻止軸、水平回転翼、垂直回転
翼、水平逆回転翼とで構成し、とりわけ垂直回転翼に依
り主軸とは反対方向に回転される水平逆回転翼を設けた
ので、硬化材と土塊の攪拌混合をより一層向上させてム
ラがない強度の高い柱体を造成できる。 (2) 水平逆回転翼を垂直回転翼に依り回転させる様
にしたので、水平逆回転翼を回転させる専用の回転駆動
手段が不要となり、構造が簡略化されてコストの低減が
図れ、極めて合理的である。As described above, according to the present invention, as described above,
The following excellent effects can be obtained. (1) Consists of a main shaft, excavating wing, detent shaft, horizontal rotating blade, vertical rotating blade, and horizontal counter rotating blade. In particular, a horizontal counter rotating blade that is rotated in a direction opposite to the main shaft by the vertical rotating blade is provided. Therefore, it is possible to further improve the stirring and mixing of the hardening material and the earthen lump, and to form a column having high strength without unevenness. (2) Since the horizontal counter-rotating wing is rotated by the vertical rotary wing, a dedicated rotation driving means for rotating the horizontal counter-rotating wing is not required, the structure is simplified, the cost can be reduced, and it is extremely reasonable. It is a target.
【図1】本発明の地盤改良用攪拌ヘッドを示す正面図。FIG. 1 is a front view showing a ground improvement stirring head of the present invention.
【図2】図1の側面図。FIG. 2 is a side view of FIG. 1;
【図3】図1の平面図。FIG. 3 is a plan view of FIG. 1;
【図4】図1の底面図。FIG. 4 is a bottom view of FIG. 1;
【図5】従来の地盤改良用攪拌ヘッドを示す斜視図。FIG. 5 is a perspective view showing a conventional ground improvement stirring head.
1,50…地盤改良用攪拌ヘッド、2,51…主軸、
3,52…掘削翼、4,53…廻止軸、5,54…水平
回転翼、6,55…垂直回転翼、7…水平逆回転翼、8
…廻止部、9…抜止窪所、10…注入路、11,21…
羽根板、12…掘削刃、13,17,19…ボス、1
4,16,18,20…ロッド、15…円柱部、A…掘
削穴形成壁。1,50: stirring head for ground improvement, 2,51: spindle,
3, 52: excavating wing, 4, 53: anti-rotation axis, 5, 54: horizontal rotating wing, 6, 55: vertical rotating wing, 7: horizontal counter rotating wing, 8
... Detent part, 9 ... Retaining recess, 10 ... Injection path, 11,21 ...
Blade plate, 12: excavating blade, 13, 17, 19: boss, 1
4, 16, 18, 20: rod, 15: cylindrical portion, A: excavation hole forming wall.
Claims (1)
と、主軸に回転可能に設けられて掘削穴形成壁に突入さ
れる廻止軸と、主軸に設けられた水平回転翼と、廻止軸
に回転可能に設けられて水平回転翼に依り回転される垂
直回転翼と、主軸に回転可能に設けられて垂直回転翼に
依り主軸とは反対方向に回転される水平逆回転翼と、か
ら構成した事を特徴とする地盤改良用攪拌ヘッド。1. A spindle, a drilling wing provided at a tip of the spindle, a detent shaft rotatably provided on the spindle and protruding into an excavation hole forming wall, and a horizontal rotary wing provided on the spindle. A vertical rotor that is rotatably provided on the rotation stop shaft and is rotated by a horizontal rotor, and a horizontal counterrotor that is rotatably provided on the main shaft and is rotated in a direction opposite to the main shaft by a vertical rotor. And a stirring head for improving the ground.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP31164397A JP3846984B2 (en) | 1997-11-13 | 1997-11-13 | Ground improvement stirring head |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP31164397A JP3846984B2 (en) | 1997-11-13 | 1997-11-13 | Ground improvement stirring head |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH11140861A true JPH11140861A (en) | 1999-05-25 |
JP3846984B2 JP3846984B2 (en) | 2006-11-15 |
Family
ID=18019752
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP31164397A Expired - Fee Related JP3846984B2 (en) | 1997-11-13 | 1997-11-13 | Ground improvement stirring head |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3846984B2 (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008150872A (en) * | 2006-12-18 | 2008-07-03 | Kokudo Sogo Kensetsu Kk | Deep layer mixing apparatus and deep layer mixing method |
JP2009203711A (en) * | 2008-02-28 | 2009-09-10 | Raito Kogyo Co Ltd | Soil improving apparatus |
JP2010037830A (en) * | 2008-08-06 | 2010-02-18 | Taiyo Kiso Kogyo Kk | Soil improvement agitation device |
JP2012149517A (en) * | 2012-05-18 | 2012-08-09 | Taiyo Kiso Kogyo Kk | Ground improving agitation device |
JP2013147789A (en) * | 2012-01-17 | 2013-08-01 | Ok Soil:Kk | Excavator for ground improvement, and ground improvement method |
JP2021067130A (en) * | 2019-10-28 | 2021-04-30 | 積水ハウス株式会社 | Excavating and stirring device |
JP2023074215A (en) * | 2021-11-17 | 2023-05-29 | 有限会社 勝実建設 | Drilling agitation device and ground improvement method |
-
1997
- 1997-11-13 JP JP31164397A patent/JP3846984B2/en not_active Expired - Fee Related
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008150872A (en) * | 2006-12-18 | 2008-07-03 | Kokudo Sogo Kensetsu Kk | Deep layer mixing apparatus and deep layer mixing method |
JP2009203711A (en) * | 2008-02-28 | 2009-09-10 | Raito Kogyo Co Ltd | Soil improving apparatus |
JP4527787B2 (en) * | 2008-02-28 | 2010-08-18 | ライト工業株式会社 | Ground improvement device |
JP2010037830A (en) * | 2008-08-06 | 2010-02-18 | Taiyo Kiso Kogyo Kk | Soil improvement agitation device |
JP2013147789A (en) * | 2012-01-17 | 2013-08-01 | Ok Soil:Kk | Excavator for ground improvement, and ground improvement method |
JP2012149517A (en) * | 2012-05-18 | 2012-08-09 | Taiyo Kiso Kogyo Kk | Ground improving agitation device |
JP2021067130A (en) * | 2019-10-28 | 2021-04-30 | 積水ハウス株式会社 | Excavating and stirring device |
JP2023074215A (en) * | 2021-11-17 | 2023-05-29 | 有限会社 勝実建設 | Drilling agitation device and ground improvement method |
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