JP3251724B2 - Agitation blade structure of ground improvement equipment - Google Patents

Agitation blade structure of ground improvement equipment

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Publication number
JP3251724B2
JP3251724B2 JP19018993A JP19018993A JP3251724B2 JP 3251724 B2 JP3251724 B2 JP 3251724B2 JP 19018993 A JP19018993 A JP 19018993A JP 19018993 A JP19018993 A JP 19018993A JP 3251724 B2 JP3251724 B2 JP 3251724B2
Authority
JP
Japan
Prior art keywords
stirring
stirring blade
shaft
interval
blades
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
Application number
JP19018993A
Other languages
Japanese (ja)
Other versions
JPH0742146A (en
Inventor
満生 原
俊信 益田
Original Assignee
満生 原
俊信 益田
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 満生 原, 俊信 益田 filed Critical 満生 原
Priority to JP19018993A priority Critical patent/JP3251724B2/en
Publication of JPH0742146A publication Critical patent/JPH0742146A/en
Application granted granted Critical
Publication of JP3251724B2 publication Critical patent/JP3251724B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、地盤改良装置の撹拌翼
構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a stirring blade structure for a ground improvement device.

【0002】[0002]

【従来の技術】従来、軟弱地盤を改良する一工法とし
て、ベースマシン等で地盤に垂直孔を穿設し、同垂直孔
中で掘削土と硬化剤とを撹拌混練し、掘削土を硬化剤に
より硬化して地盤を改良するという工法が採用されてお
り、掘削土と硬化剤との撹拌混練には、掘削軸に突設し
た撹拌棒等が用いられている。
2. Description of the Related Art Conventionally, as one method for improving soft ground, a vertical hole is drilled in the ground with a base machine or the like, and excavated soil and a hardening agent are stirred and kneaded in the vertical hole, and the excavated soil is hardened with a hardening agent. In order to stir and knead the excavated soil and the hardening agent, a stir bar or the like protruding from the excavation shaft is used.

【0003】[0003]

【発明が解決しようとする課題】ところが、上記した撹
拌棒等はすべて掘削軸と一体に回転するものであるか
ら、掘削土が掘削軸と一体に回転する、いわゆる共回り
現象を起して充分な撹拌混練が行えず、特に、潟地等の
水分含量が多い地盤に粉状の硬化剤を用いた場合は、掘
削土が撹拌棒等を包み込む形の団子状になり、撹拌混練
が全く行えないという欠点があった。
However, since all of the stirring rods and the like described above rotate integrally with the excavation shaft, the excavated soil rotates integrally with the excavation shaft. In particular, when a powdery hardening agent is used on the ground with a high water content, such as a lagoon, the excavated soil becomes a dumpling shape that wraps around the stirring rod, etc., and the stirring and kneading can not be performed at all. There was a disadvantage that there was no.

【0004】そこで、掘削軸を互いに反対方向に回転す
る内軸及び外軸よりなる二重軸に構成し、各軸に撹拌翼
体を連結して掘削土中において各撹拌翼体を互いに反対
方向に回転させることにより、共回り現象や掘削土が団
子状になるのを防止する発明が本考案出願人らによって
出願されている(特願昭60-6477 号)。
Therefore, the excavating shaft is constituted by a double shaft consisting of an inner shaft and an outer shaft which rotate in opposite directions, and a stirring blade is connected to each shaft so that the stirring blades are moved in the opposite direction in the excavated soil. The applicant of the present invention has filed an application to prevent the corotation phenomenon and the excavated soil from forming a dumpling shape by rotating the shaft (see Japanese Patent Application No. 60-6477).

【0005】ところが、上記発明でも、ピート層の地盤
改良では、上記ピート層には植物等が腐蝕してできた繊
維質が多く含まれているため、これらの繊維質が多数の
毛玉状になって、いくら撹拌してもこれらの毛玉のため
に未撹拌の土塊が多数残存することになり、地盤改良剤
と掘削土との撹拌混練も充分に行われれず、そのため、
改良地盤の支持力の低下や支持力のバラツキが生じ、地
盤改良工事の信頼性を損なうという問題がある。
However, even in the above invention, in the improvement of the ground of the peat layer, the peat layer contains a lot of fibrous materials formed by the corrosion of plants and the like. No matter how much stirring, many lumps of unstirred soil remain due to these pills, and the stirring and kneading of the ground improver and the excavated soil are not sufficiently performed.
There is a problem in that the bearing capacity of the improved ground is reduced and the bearing capacity is varied, thereby impairing the reliability of the ground improvement work.

【0006】[0006]

【課題を解決するための手段】本発明では、地盤改良装
置の掘削軸を相互に逆方向に回転する外軸及び内軸の二
重軸に形成し、同掘削軸の下端に環状の撹拌翼体を多重
に連設して、隣接する各撹拌翼体が相互に反対方向に回
転すべく構成し、各撹拌翼体に適宜間隔を保持して多数
の撹拌棒を突設し、隣接した撹拌翼体間において、一方
の撹拌翼体に突設した撹拌棒が他方の撹拌翼体に突設し
た撹拌棒間の上記間隔中に介入すべく構成した地盤改良
装置の撹拌翼構造において、大撹拌翼体の下端を内軸の
下端部に固着し、同大撹拌翼体の上端部を外軸に回動自
在に外嵌し、同大撹拌翼体の回転圏の内部において、中
撹拌翼体の上端部を外軸に固着し、同中撹拌翼体の下端
部を内軸に回動自在に外嵌し、中撹拌翼体の回転圏の内
部において小撹拌翼体の下端部を内軸の下端部に固着
し、同上端部を外軸下端部に回動自在に外嵌して、交互
に反転する大中小撹拌翼体を構成し、大撹拌翼体の内側
面に適宜間隔を保持して多数の撹拌棒を突設し、中撹拌
翼体の外側面に上記間隔中に介入可能の撹拌棒を突設
し、中撹拌翼体の内側面に適宜間隔を保持して多数の撹
拌棒を突設し、小撹拌翼体の外側面に上記間隔中に介入
可能の撹拌棒を突設し、小撹拌翼体の内側面に適宜間隔
を保持して多数の撹拌棒を突設し、外軸(7) の外周面に
上記間隔中に介入可能の撹拌棒を突設したことを特徴と
する地盤改良装置の撹拌翼構造を提供せんとするもので
ある。
According to the present invention, the excavation shaft of the soil improvement device is formed as a double shaft of an outer shaft and an inner shaft rotating in opposite directions, and an annular stirring blade is provided at a lower end of the excavation shaft. The agitating blades are configured to rotate in opposite directions to each other, and a number of agitating rods are protruded from each agitating blade at appropriate intervals, and adjacent agitating blades are arranged. In the agitating blade structure of the ground improvement device, the agitating rod protruding from one of the agitating blades intervenes during the interval between the agitating rods protruding from the other agitating blade. The lower end of the blade is fixed to the lower end of the inner shaft, and the upper end of the large stirring blade is rotatably fitted to the outer shaft. Is fixed to the outer shaft, and the lower end of the middle stirring blade is rotatably fitted to the inner shaft. The lower end of the body is fixed to the lower end of the inner shaft, and the upper end is rotatably fitted to the lower end of the outer shaft to form a large / medium / small agitating blade that is alternately inverted. A number of stirring rods are protruded on the inner surface at appropriate intervals, and stir bars that can intervene during the interval are protruded on the outer surface of the middle stirring blade, and are appropriately spaced on the inner surface of the middle stirring blade. , A large number of stirring rods are protruded, and a stirring rod that can intervene during the above-mentioned interval is protruded on the outer surface of the small stirring blade body, and a large number of them are held on the inner surface of the small stirring blade body at appropriate intervals. And a stirrer structure of a ground improvement device characterized in that a stirrer rod protruding from the outer shaft (7) is provided on the outer peripheral surface of the outer shaft (7). .

【0007】[0007]

【実施例】本発明の実施例を図面にもとづいて説明す
る。
An embodiment of the present invention will be described with reference to the drawings.

【0008】図1は地盤改良装置Aの全体的構成を示
し、移動自在のベースマシン1と硬化剤ポンプ2とから
構成されており、ベースマシン1はリーダー3により掘
削軸4を垂直に支持し、リーダー3と掘削軸4との間に
介設した油圧モーター5により掘削軸4と同軸4下端に
連設した掘削刃先6とを回転させつつリーダー3に沿っ
て同軸4を降下せしめることにより、地盤Gに垂直な掘
削孔Hを穿設するように構成している。
FIG. 1 shows the overall configuration of a ground improvement apparatus A, which comprises a movable base machine 1 and a hardener pump 2, and the base machine 1 vertically supports an excavation shaft 4 by a leader 3. By lowering the coaxial 4 along the leader 3 while rotating the excavating shaft 4 and the cutting edge 6 connected to the lower end of the coaxial 4 by the hydraulic motor 5 interposed between the leader 3 and the excavating shaft 4, It is configured such that a drill hole H perpendicular to the ground G is formed.

【0009】掘削軸4は、二重軸、すなわち管状の外軸
7内部に内軸8を挿通し、同軸7,8の上端と油圧モー
タ5との間に介設した二重反転歯車機構9により、相互
に反対方向に回転するように構成されており、内軸8は
外軸7の下端よりも更に下方向に延出しており、内軸8
の下端には掘削用の掘削刃先6が連設されている。
The excavating shaft 4 has a double shaft, that is, a double reversing gear mechanism 9 interposed between the upper ends of the coaxial shafts 7 and 8 and the hydraulic motor 5 with an inner shaft 8 inserted into a tubular outer shaft 7. , The inner shaft 8 extends further downward than the lower end of the outer shaft 7.
An excavation blade tip 6 for excavation is continuously provided at a lower end of the excavator.

【0010】掘削軸4の掘削刃先6の上方位置には、相
互に反対方向に回動する大中小撹拌翼体10,11,12よりな
る撹拌翼Bが連動連結している。
A stirring blade B composed of large, medium and small stirring blade bodies 10, 11, and 12 rotating in opposite directions is connected to a position above the cutting edge 6 of the cutting shaft 4.

【0011】各撹拌翼体10,11,12はそれぞれ略半円弧環
状に形成されており、大撹拌翼体10の回転圏の内部で中
撹拌翼体11が、中撹拌翼体11の回転圏の内部で小撹拌翼
体12が、それぞれ、隣接する撹拌翼体とは反対方向に回
動するものである。
Each of the stirring blades 10, 11, 12 is formed in a substantially semi-circular arc shape, and inside the rotation zone of the large stirring blade 10, the middle stirring blade 11 is rotated by the rotation zone of the medium stirring blade 11. Each of the small stirring blades 12 rotates in the opposite direction to the adjacent stirring blade.

【0012】すなわち、最も外側の大撹拌翼体10の下端
を内軸8の下端部の掘削掘削刃先6の上方位置に固着10
a し、同大撹拌翼体10の上端部を軸受10b を介して外軸
7の外周に回動自在に外嵌10c し、中撹拌翼体11の上端
ぶを外軸7に固着11a し同下端部を軸受11b を介して内
軸8に回動自在に外嵌11c し、小撹拌翼体12の下端部を
内軸8の下端部に固着12a し、同上端部12b を外軸下端
部に軸受12b を介して回動自在に外嵌12c している。
That is, the lower end of the outermost large stirring blade body 10 is fixed to the lower end of the inner shaft 8 above the excavation cutting edge 6.
The upper end of the large stirring blade 10 is rotatably fitted to the outer periphery of the outer shaft 7 via a bearing 10b via a bearing 10b, and the upper end of the middle stirring blade 11 is fixed to the outer shaft 7a. The lower end is rotatably fitted to the inner shaft 8 via a bearing 11b, and the lower end of the small stirring blade body 12 is fixed to the lower end of the inner shaft 12; the upper end 12b is connected to the lower end of the outer shaft. The outer fitting 12c is rotatably mounted on the outer periphery of the housing 12 via a bearing 12b.

【0013】そして、大撹拌翼体10の内側面に適宜間隔
d1を保持して多数の撹拌棒10d を突設し、中撹拌翼体11
の外側面に上記間隔d1中に介入可能の撹拌棒11d を突設
している。
The inner surface of the large stirring wing body 10 is appropriately spaced.
While holding d1, a number of stirring rods 10d protrude, and the medium stirring blade 11
A stirring rod 11d that can intervene during the interval d1 protrudes from the outer surface of.

【0014】また、中撹拌翼体11の内側面に適宜間隔d2
を保持して多数の撹拌棒11e を突設し、小撹拌翼体12の
外側面に上記間隔d2中に介入可能の撹拌棒12d を突設し
ている。
Further, an appropriate distance d2 is provided on the inner surface of the
, A large number of stirring rods 11e are protrudingly provided, and a stirring rod 12d which can intervene in the above-mentioned interval d2 is provided on the outer surface of the small stirring blade body 12.

【0015】更に、小撹拌翼体12の内側面に適宜間隔d3
を保持して多数の撹拌棒12e を突設し、外軸の外周面に
上記間隔中に介入可能の撹拌棒7aを突設している。
Further, an appropriate distance d3 is provided on the inner surface of the small stirring blade body 12.
, A large number of stirring rods 12e are protruded, and a stirring rod 7a protruding from the outer peripheral surface of the outer shaft during the interval is protruded.

【0016】図中、7bは内外軸8,7 間に設けた軸受部で
ある。
In FIG. 1, reference numeral 7b denotes a bearing provided between the inner and outer shafts 8,7.

【0017】上記構成によって、掘削軸4の内外軸8,7
を互いに反対方向に回動させると、大撹拌翼体10と小撹
拌翼体12とは内軸8と一体に、中撹拌翼体11は内軸8と
は反対方向に回動する外軸7と一体に回動する、このよ
うに隣接した撹拌翼体が互いに反対方向に回動するので
あるから、大撹拌翼体10内側面に突設した撹拌棒10dと
中撹拌翼体11外側面に突設した撹拌棒11d とは、それぞ
れ狭い間隔ですれちがうことになる。
With the above configuration, the inner and outer shafts 8, 7
Are rotated in opposite directions, the large stirring blade body 10 and the small stirring blade body 12 are integrated with the inner shaft 8, and the middle stirring blade body 11 is rotated in the opposite direction to the inner shaft 8. Since the stirring blades adjacent to each other rotate in the opposite directions to each other, the stirring rod 10d protruding from the inner surface of the large stirring blade 10 and the outer surface of the medium stirring blade 11 The protruding stirring rods 11d pass each other at a narrow interval.

【0018】また、上記と同様に、中撹拌翼体11内側面
に突設した撹拌棒11d と小撹拌翼体12の外側面に突設し
た撹拌棒12d 及び小撹拌翼体12の内側面に突設した撹拌
棒12e と外軸7の外周面に突設した7aとは、それぞれ狭
い間隔ですれちがうことになる。
Similarly to the above, a stirring rod 11d protruding from the inner surface of the medium stirring blade 11 and a stirring rod 12d protruding from the outer surface of the small stirring blade 12 and an inner surface of the small stirring blade 12 are provided. The protruding stirring rod 12e and the protruding 7a protruding from the outer peripheral surface of the outer shaft 7 are different from each other at a narrow interval.

【0019】また、内軸8の下端部で前小撹拌翼体12の
回転圏内には、硬化剤噴射のための硬化剤ノズル13が噴
射方向を水平にして配設されており、同ノズル13は内軸
8中に設けた通路14及び、同内軸8の上端に連設したス
イベルジョイント15及びホース16を介して硬化剤ポンプ
2と連通連結している。
At the lower end of the inner shaft 8, a hardening agent nozzle 13 for injecting a hardening agent is disposed in a rotating range of the front small stirring blade body 12 with the spraying direction being horizontal. Is connected to the hardener pump 2 via a passage 14 provided in the inner shaft 8 and a swivel joint 15 and a hose 16 connected to the upper end of the inner shaft 8.

【0020】本発明の実施例は上記のように構成されて
おり、地盤改良作業に際しては、まず、油圧モーター5
の作動により掘削軸4及び掘削刃先6を回転させつつ降
下させて、地盤に円形柱状の掘削孔Hを穿設するのであ
るが、この際、掘削孔H中の排土は行わず、掘削刃先6
及び大小撹拌翼体10,11 は掘削土中に埋没した状態とな
っている。
The embodiment of the present invention is constructed as described above. In the ground improvement work, first, the hydraulic motor 5
By rotating the excavation shaft 4 and the excavation tip 6 by rotating the excavation hole, a circular column-shaped excavation hole H is formed in the ground. At this time, the excavation in the excavation hole H is not performed. 6
The large and small stirring blades 10, 11 are buried in the excavated soil.

【0021】掘削刃先6が所定深度に達すると、掘削軸
4の降下を停止し、硬化剤ポンプ2からの硬化剤を硬化
剤ノズル13から噴射して、掘削土と硬化剤とを撹拌混練
しつつ掘削軸4を上昇せしめて、掘削孔H中に地盤改良
部分を形成する。
When the cutting edge 6 reaches a predetermined depth, the lowering of the excavating shaft 4 is stopped, the hardening agent from the hardening agent pump 2 is injected from the hardening agent nozzle 13, and the excavated soil and the hardening agent are stirred and kneaded. The excavation shaft 4 is raised while forming a ground improvement portion in the excavation hole H.

【0022】そして、大中小撹拌翼体10,11,12は相互に
反転しているので、各撹拌翼体10,11,12間に介入した掘
削土に剪断力が作用して土塊が細分化され、掘削土の共
回り現象や団子化が防止され、また、大中小撹拌翼体1
0,11,12の相互に反転によって、複雑な撹拌作用が働き
掘削土と硬化剤との混合をより均一かつ確実なものとす
ることができる。
Since the large, medium and small stirring blades 10, 11 and 12 are reversed, shearing force acts on the excavated soil interposed between the stirring blades 10, 11 and 12, and the soil mass is subdivided. To prevent the co-rotation of the excavated soil and the formation of dumplings.
Due to the reversal of 0,11,12, a complicated stirring action works to make the mixing of the excavated soil and the hardener more uniform and reliable.

【0023】特に、各撹拌翼体10,11,12に多数突設した
撹拌棒10d,11d,11e,12d,12e,7aがそれぞれ狭い間隔です
れちがうことで、ピート層の地盤改良作業に際し、ピー
ト層に含まれる繊維質が寸断されて毛玉が発生しないの
で、未撹拌の土塊や硬化剤が混入していない土塊などが
なく、掘削土と硬化剤とが均一に混合した地盤改良部分
を形成することができる。
In particular, when a large number of stirring rods 10d, 11d, 11e, 12d, 12e, 7a protruding from each of the stirring blades 10, 11, 12 pass each other at a narrow interval, the peat layer ground improvement work is performed. Since the fibrous material contained in the layer is not cut and pills are not generated, there is no unstirred soil mass or soil mass with no hardening agent mixed, and a ground improvement part where excavated soil and hardening agent are uniformly mixed is formed can do.

【0024】また、ピート層のように水分含量が多い地
盤では、粉状の硬化剤使用が望ましいが、かかる地盤で
粉状硬化剤を使用すると、掘削孔Hの内周壁の地盤より
も、硬化剤の噴射を受けた掘削土の方が剪断力が大き
く、更に繊維質のために掘削土が団子化しやすく、従来
の撹拌翼では、同翼体が団子状に包み込まれて充分な撹
拌混練が行えないものであったが、本発明の撹拌翼で
は、それぞれ撹拌棒を突設した大中小撹拌翼体10,11,12
が相互に反転しており、更に、大中小撹拌翼体10,11,12
にはそれぞれ撹拌棒を突設しており、これらの撹拌棒が
狭い間隔ですれちがうのであるから、上記繊維質が寸断
され上記の団子化が防止されて、充分な撹拌混練がなさ
れるものである。
It is desirable to use a powdery hardening agent in a ground having a high water content such as a peat layer. However, when a powdery hardening agent is used in such a ground, the hardening of the inner peripheral wall of the excavation hole H is more difficult than in the ground. The excavated soil that has been sprayed with the agent has a higher shearing force, and the fibrous material makes it easier for the excavated soil to be bunched.With conventional stirring blades, the wings are wrapped in a dumpling shape and sufficient stirring and kneading is performed. Although it could not be performed, with the stirring blade of the present invention, large, medium and small stirring blades 10, 11, 12
Are reversed to each other, and the large, medium and small stirring blades 10, 11, 12
Are provided with stir bars, and these stir bars pass each other at a narrow interval, so that the fibrous material is shredded, the above-mentioned conglomeration is prevented, and sufficient stirring and kneading are performed. .

【0025】なお、粉状硬化剤は、いわゆる空気粉体輸
送法により、空気流中に粉状硬化剤を浮遊させ、略流体
と同様に管路内を流して噴射ノズルから空気と共に噴射
することができる。
The powdery hardener is obtained by suspending the powdery hardener in an air stream by a so-called air powder transport method, flowing the same in a pipeline as substantially a fluid, and injecting the same from the injection nozzle with air. Can be.

【0026】図3は、大中小撹拌翼体20,21,22を角形と
したものであり、大中小撹拌翼体20,21,22及び外軸7に
は撹拌棒20a,21a,21b,22a,22b,23a を突設している。
FIG. 3 shows that the large, medium and small stirring blades 20, 21, 22 are square, and the large, medium and small stirring blades 20, 21, 22 and the outer shaft 7 have stirring rods 20a, 21a, 21b, 22a. , 22b and 23a.

【0027】図4は、多重撹拌翼体Bを、大小2個の撹
拌翼体30,31 で構成したものであり、大小2個の撹拌翼
体30,31 及び外軸7には撹拌棒30a,31a,31b,32a を突設
している。
FIG. 4 shows a multiple stirring blade B composed of two large and small stirring blades 30, 31. The large and small stirring blades 30, 31 and the outer shaft 7 have a stirring rod 30a. , 31a, 31b, 32a.

【0028】[0028]

【発明の効果】本発明によれば、地盤改良装置の掘削軸
を相互に逆方向に回転する外軸及び内軸の二重軸に形成
し、同掘削軸の下端に環状の撹拌翼体を多重に連設し
て、隣接する各撹拌翼体が相互に反対方向に回転すべく
構成し、各撹拌翼体に適宜間隔を保持して多数の撹拌棒
を突設し、隣接した撹拌翼体間において、一方の撹拌翼
体に突設した撹拌棒が他方の撹拌翼体に突設した撹拌棒
間の上記間隔中に介入すべく構成したことによって、掘
削土は互いに反対方向に回動する撹拌棒によって細分化
され、同時にピート層中の繊維質も鋤き分けられて毛玉
が発生せず、そのため、未撹拌の土塊が残存するという
不具合がなく、また、掘削土と地盤改良剤との混練も緻
密に行われることから、ピート層における改良地盤の支
持力を高め、支持力のバラツキを防止して地盤改良工事
の信頼性を向上するという効果がある。
According to the present invention, the excavation shaft of the soil improvement device is formed as a double shaft of an outer shaft and an inner shaft rotating in opposite directions, and an annular stirring blade body is provided at the lower end of the excavation shaft. A plurality of adjacent stirring blades are arranged so as to rotate in opposite directions to each other, and a number of stirring rods are protruded from each stirring blade at appropriate intervals. In the meantime, the excavated soil is turned in the opposite direction to each other by the configuration in which the stirring rod projecting from one stirring blade is interposed in the above-mentioned interval between the stirring rods projecting from the other stirring blade. It is finely divided by a stirring rod, and at the same time, the fibrous material in the peat layer is also plowed and no pills are generated.Therefore, there is no problem that unstirred soil mass remains, and excavated soil and soil improvement agent Of the improved ground in the peat layer, To prevent variation has the effect of improving the reliability of the ground improvement work.

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

【図1】本発明による撹拌翼構造を有する地盤改良装置
の構成を示す説明図。
FIG. 1 is an explanatory view showing a configuration of a ground improvement device having a stirring blade structure according to the present invention.

【図2】同撹拌翼構造の側面図。FIG. 2 is a side view of the stirring blade structure.

【図3】他実施例としての撹拌翼構造の説明図。FIG. 3 is an explanatory view of a stirring blade structure as another embodiment.

【図4】他実施例としての撹拌翼構造の説明図。FIG. 4 is an explanatory view of a stirring blade structure as another embodiment.

【符号の説明】[Explanation of symbols]

(4) :掘削軸 (7) :外軸 (8) :内側 (10):大撹拌翼体 (11):小撹拌翼体 (4): Drilling axis (7): Outer axis (8): Inside (10): Large stirring blade (11): Small stirring blade

フロントページの続き (56)参考文献 特開 平3−199521(JP,A) 特開 平2−54016(JP,A) 特開 昭61−10620(JP,A) 特開 昭61−87021(JP,A) 特開 昭61−165416(JP,A) (58)調査した分野(Int.Cl.7,DB名) E02D 3/12 102 Continuation of front page (56) References JP-A-3-199521 (JP, A) JP-A-2-54016 (JP, A) JP-A-61-10620 (JP, A) JP-A-61-87021 (JP) , A) JP-A-61-165416 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) E02D 3/12 102

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 地盤改良装置の掘削軸を相互に逆方向に
回転する外軸及び内軸の二重軸に形成し、同掘削軸の下
端に環状の撹拌翼体を多重に連設して、隣接する各撹拌
翼体が相互に反対方向に回転すべく構成し、各撹拌翼体
に適宜間隔を保持して多数の撹拌棒を突設し、隣接した
撹拌翼体間において、一方の撹拌翼体に突設した撹拌棒
が他方の撹拌翼体に突設した撹拌棒間の上記間隔中に介
入すべく構成した地盤改良装置の撹拌翼構造において、 大撹拌翼体(10)の下端を内軸(8) の下端部に固着(10a)
し、同大撹拌翼体(10)の上端部を外軸(7) に回動自在に
外嵌(10c) し、同大撹拌翼体(10)の回転圏の内部におい
て、中撹拌翼体(11)の上端部を外軸(7) に固着(11a)
し、同中撹拌翼体(11)の下端部を内軸(8) に回動自在に
外嵌(11b) し、中撹拌翼体(11)の回転圏の内部において
小撹拌翼体(12)の下端部を内軸(8) の下端部に固着(12
a) し、同上端部を外軸(7) 下端部に回動自在に外嵌(12
b) して、交互に反転する大中小撹拌翼体(10)(11)(12)
を構成し、大撹拌翼体(10)の内側面に適宜間隔(d1)を保
持して多数の撹拌棒(10d) を突設し、中撹拌翼体(11)の
外側面に上記間隔(d1)中に介入可能の撹拌棒(11d) を突
設し、中撹拌翼体(11)の内側面に適宜間隔(d2)を保持し
て多数の撹拌棒(12e) を突設し、小撹拌翼体(12)の外側
面に上記間隔(d2)中に介入可能の撹拌棒(12d) を突設
し、小撹拌翼体(12)の内側面に適宜間隔(d3)を保持して
多数の撹拌棒(12e) を突設し、外軸(7) の外周面に上記
間隔(d3)中に介入可能の撹拌棒(7a)を突設した ことを特
徴とする地盤改良装置の撹拌翼構造。
The excavation shaft of the soil improvement device is formed as a double shaft of an outer shaft and an inner shaft rotating in opposite directions to each other, and a plurality of annular stirring blades are continuously provided at a lower end of the excavation shaft. , Each of the adjacent stirring blades is configured to rotate in the opposite direction to each other, and a number of stirring rods are protruded from each of the stirring blades at appropriate intervals, and one stirring is performed between the adjacent stirring blades. In the stirring blade structure of the ground improvement device configured so that the stirring rod protruding from the wing body intervenes during the interval between the stirring rods protruding from the other stirring wing body, the lower end of the large stirring wing body (10) is Secured to lower end of inner shaft (8) (10a)
And the upper end of the large stirring blade (10) is rotatable around the outer shaft (7).
Externally fitted (10c) and inside the rotating circle of the large stirring blade (10)
And fix the upper end of the middle stirring blade (11) to the outer shaft (7) (11a).
And the lower end of the stirring blade (11) is rotatable about the inner shaft (8).
Externally fitted (11b) and inside the rotating circle of the middle stirring blade body (11)
The lower end of the small stirring blade (12) is fixed to the lower end of the inner shaft (8) (12
a) Then, the upper end is rotatably fitted to the lower end of the outer shaft (7) (12).
b) The large, medium and small stirring blades (10) (11) (12)
And a suitable space (d1) on the inner surface of the large stirring blade (10).
And a number of stirring rods (10d) protrude from the middle stirring blade (11).
Attach a stirrer rod (11d) that can intervene into the outer side during the interval (d1).
And maintain an appropriate spacing (d2) on the inner surface of the middle stirring blade body (11).
A large number of stirring rods (12e) protruding from the outside of the small stirring blade (12).
A stir bar (12d) that can intervene during the above interval (d2)
And maintaining an appropriate interval (d3) on the inner surface of the small stirring blade body (12).
A large number of stirring rods (12e) are protruded, and the outer shaft (7)
A stirring blade structure for a ground improvement device, wherein a stirring rod (7a) capable of intervening is protruded during the interval (d3) .
JP19018993A 1993-07-30 1993-07-30 Agitation blade structure of ground improvement equipment Expired - Lifetime JP3251724B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19018993A JP3251724B2 (en) 1993-07-30 1993-07-30 Agitation blade structure of ground improvement equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19018993A JP3251724B2 (en) 1993-07-30 1993-07-30 Agitation blade structure of ground improvement equipment

Publications (2)

Publication Number Publication Date
JPH0742146A JPH0742146A (en) 1995-02-10
JP3251724B2 true JP3251724B2 (en) 2002-01-28

Family

ID=16253937

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19018993A Expired - Lifetime JP3251724B2 (en) 1993-07-30 1993-07-30 Agitation blade structure of ground improvement equipment

Country Status (1)

Country Link
JP (1) JP3251724B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3739365B2 (en) 2003-04-30 2006-01-25 ローム株式会社 Semiconductor device
JP5578514B2 (en) * 2010-04-21 2014-08-27 株式会社Osw Agitation blade structure for ground improvement equipment, etc.
JP2016075058A (en) * 2014-10-06 2016-05-12 三和機材株式会社 Ground improvement device and ground improvement method
JP6083844B1 (en) * 2016-08-31 2017-02-22 有限会社 櫂設計事務所 Excavation and stirring tool for ground improvement equipment

Also Published As

Publication number Publication date
JPH0742146A (en) 1995-02-10

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