JPH09221741A - Mixing agitation blade device of excavated soil in ground improving machine - Google Patents

Mixing agitation blade device of excavated soil in ground improving machine

Info

Publication number
JPH09221741A
JPH09221741A JP3170396A JP3170396A JPH09221741A JP H09221741 A JPH09221741 A JP H09221741A JP 3170396 A JP3170396 A JP 3170396A JP 3170396 A JP3170396 A JP 3170396A JP H09221741 A JPH09221741 A JP H09221741A
Authority
JP
Japan
Prior art keywords
blade
excavation
shaft
excavated soil
excavation blade
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP3170396A
Other languages
Japanese (ja)
Inventor
Hitoshi Takahashi
仁 高橋
Susumu Kagawa
進 賀川
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Komatsu Ltd
Komatsu Est Corp
Original Assignee
Komatsu Ltd
Komatsu Est Corp
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 Komatsu Ltd, Komatsu Est Corp filed Critical Komatsu Ltd
Priority to JP3170396A priority Critical patent/JPH09221741A/en
Publication of JPH09221741A publication Critical patent/JPH09221741A/en
Pending legal-status Critical Current

Links

Landscapes

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

Abstract

PROBLEM TO BE SOLVED: To prevent a required propulsion force of an excavation shaft from being increased and protect against the bending or breakage of a together turning preventive shaft by providing turnably a first blade whose diameter is identical or below that of an excavation blade at a position close to the excavation blade and providing turnably a second blade whose diameter is identical to or below that of the excavation blade at the upper position separated from the excavation blade. SOLUTION: A first blade 19 whose diameter is identical to or below that of an excavation blade 11 and a second blade 20 are turnably provided in one piece on an excavation shaft at a position near the excavation blade 11 and a position separated therefrom, thereby forming a together turning preventive blade 12. Therefore, in a boring operation which excavates the ground with the excavation blade 11 in an attempt to propel while turnings the excavation shaft 10, the second blade 20 is placed at a rest position of the excavated soil, which increases turning resistance so that the first blade 19 which turns integrally with this second blade 20 will not turn or turn at least at a considerably lower speed than the excavation blade 11. Since the first blade 19 and the second blade 20 are identical to or below that of the excavation blade 11, the together turning preventive blade 12 is pushed into the excavated soil, which prevents the required propulsion force of the excavation blade from being increased.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、基礎工事などにお
いて土壌とてん充材を機械的に混合して固結するなど、
地盤を円柱状に改良する地盤改良機における切削土の混
合撹拌翼装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of mechanically mixing soil and filler material in foundation work and consolidating the same.
The present invention relates to a mixing and stirring blade device for cutting soil in a ground improvement machine that improves the ground into a cylindrical shape.

【0002】[0002]

【従来の技術】地盤を円柱状に改良する地盤改良機にお
ける切削土の混合撹拌翼装置としては、例えば特公昭5
8−29374号公報に示すものが知られている。
2. Description of the Related Art A mixing and stirring blade device for cutting soil in a ground improvement machine for improving the ground into a cylindrical shape is, for example, Japanese Patent Publication No.
The thing shown in 8-29374 is known.

【0003】この切削土の混合撹拌翼装置は図1に示す
ように、掘削軸1には所定の掘削径Daを有する掘削翼
2及び、この掘削翼2の上方に位置してこの掘削翼2と
ほぼ同径の撹拌翼3が、上下に複数段固着されている。
一方上記掘削軸1の掘削翼2と撹拌翼3との間及び上下
の撹拌翼3の間には掘削軸1に回転自在な状態でかつ掘
削径Daより大きな径Dbを有する共まわり防止翼4が
挿嵌されている。
As shown in FIG. 1, this cutting soil mixing and stirring blade device has an excavation blade 2 having a predetermined excavation diameter Da on an excavation shaft 1, and an excavation blade 2 located above the excavation blade 2. A plurality of stirring blades 3 having substantially the same diameter as the above are fixed in the upper and lower stages.
On the other hand, between the excavating blade 2 and the stirring blade 3 of the excavating shaft 1 and between the upper and lower stirring blades 3, a co-rotation preventing blade 4 which is rotatable about the excavating shaft 1 and has a diameter Db larger than the excavating diameter Da. Has been inserted.

【0004】前述の切削土の混合撹拌翼装置であれば、
掘削翼2による削孔5の周壁に共まわり防止翼4が喰い
込んで回転しないので、切削土が共まわり防止翼4の近
くで掘削翼2、撹拌翼3とともに共まわりせずに、注入
されたセメントミルク等のてん充材と切削土を良好に混
合撹拌できる。
With the above-mentioned mixing and stirring blade device for cutting soil,
Since the co-rotation preventing blade 4 bites into the peripheral wall of the hole 5 formed by the excavating blade 2 and does not rotate, the cutting soil is injected near the co-rotation preventing blade 4 without co-rotating with the excavating blade 2 and the stirring blade 3. It is possible to satisfactorily mix and stir filler such as cement milk and cutting soil.

【0005】[0005]

【発明が解決しようとする課題】前述の切削土の混合撹
拌翼装置であると、掘削軸1を回転しながら推進して掘
削翼2で地盤を掘削して削孔する際に共まわり防止翼4
が未掘削の地盤に押し込まれるので、掘削軸1の必要推
進力が著しく大きくなるし、共まわり防止翼4を未掘削
の地盤に押し込む反力によって曲がったり、切損するこ
とがある。
According to the above-mentioned mixed agitating blade device for cutting soil, the co-rotation preventing blade is used when the excavating blade 1 is rotated and propelled to excavate the ground to drill a hole. Four
Is pushed into the unexcavated ground, the required propulsive force of the excavation shaft 1 is significantly increased, and bending or cutting may occur due to the reaction force that pushes the co-rotation prevention blade 4 into the unexcavated ground.

【0006】また、掘削軸1に掘削翼2と撹拌翼3が設
けてあるから、掘削翼2の回転抵抗と撹拌翼3の回転抵
抗が掘削軸1に作用し、掘削軸1の回転抵抗が大きく、
大きな回転トルクが必要となる。
Further, since the excavating blade 2 and the stirring blade 3 are provided on the excavating shaft 1, the rotational resistance of the excavating blade 2 and the rotating resistance of the stirring blade 3 act on the excavating shaft 1, and the rotating resistance of the excavating shaft 1 is increased. big,
Large rotation torque is required.

【0007】そこで本発明は前述の課題を解決できるよ
うにした地盤改良機における掘削土の混合撹拌翼装置を
提供することを目的とする。
Therefore, an object of the present invention is to provide a mixing and stirring blade device for excavated soil in a ground improvement machine, which can solve the above-mentioned problems.

【0008】[0008]

【課題を解決するための手段】本発明は、掘削翼と撹拌
翼を設けた掘削軸を回転しつつ推進及び引抜して掘削土
とてん充材を混合撹拌して地盤を柱状に改良する地盤改
良機において、掘削軸10に掘削翼11を取付け、この
掘削軸10における掘削翼11に接近した位置に、掘削
翼11と同一径以下の径の第1翼19を回転自在に設
け、前記掘削軸10における掘削翼11と離隔した上方
位置に掘削翼11と同一径以下の径の第2翼20を回転
自在に設け、この第2翼20と前記第1翼19を連結し
て一体的に回転するようにして共まわり防止翼12とし
たことを特徴とする地盤改良機における掘削土の混合撹
拌装置である。
DISCLOSURE OF THE INVENTION The present invention is a ground for improving the ground into a columnar shape by propelling and withdrawing while rotating an excavation shaft provided with an excavation blade and a stirring blade to mix and agitate the excavated soil and the filler. In the improved machine, the excavation blade 11 is attached to the excavation shaft 10, and a first blade 19 having a diameter equal to or smaller than that of the excavation blade 11 is rotatably provided at a position close to the excavation blade 11 on the excavation shaft 10. A second blade 20 having a diameter equal to or smaller than the diameter of the excavating blade 11 is rotatably provided at an upper position separated from the excavating blade 11 on the shaft 10, and the second blade 20 and the first blade 19 are connected integrally. This is a mixing and stirring device for excavated soil in a ground improvement machine, characterized in that the co-rotation preventing blades 12 are rotated.

【0009】本発明によれば、掘削軸10を回転しなが
ら推進して掘削翼11で地盤を掘削して穿孔する際に、
第2翼20が掘削土における静止土部にあるので回転抵
抗が大となり、この第2翼20と一体となって回転する
第1翼19が回転しないか、少なくとも掘削翼11より
もかなり低速回転する。したがって、第1翼19と掘削
翼11との間で掘削土とてん充材が良好に混合・撹拌さ
れる。
According to the present invention, when the excavation shaft 10 is rotated and propelled to excavate the ground by the excavation blade 11,
Since the second blade 20 is in the stationary soil part of the excavated soil, the rotation resistance becomes large, and the first blade 19 that rotates integrally with the second blade 20 does not rotate, or at least rotates at a much lower speed than the excavation blade 11. To do. Therefore, the excavated soil and the filler are mixed and stirred well between the first blade 19 and the excavation blade 11.

【0010】また、共まわり防止翼12の第1翼19、
第2翼20が掘削翼11と同一径以下の径であるから、
その共まわり防止翼12は掘削土に押し込まれるので掘
削軸10の必要推進力が大きくならないし、押し込み反
力で共まわり防止翼12が曲がったり、切損することが
ない。
Further, the first blade 19 of the anti-corotation blade 12,
Since the second blade 20 has a diameter equal to or smaller than that of the excavation blade 11,
Since the co-rotation preventing blade 12 is pushed into the excavated soil, the required propulsive force of the excavation shaft 10 does not become large, and the co-rotation preventing blade 12 is not bent or damaged by the pushing reaction force.

【0011】しかも、掘削軸10には掘削翼11の回転
抵抗が作用するだけであるから,掘削軸10の回転抵抗
が小さく、小さな回転トルクで掘削軸10を回転でき
る。
Moreover, since only the rotational resistance of the excavation blade 11 acts on the excavation shaft 10, the rotational resistance of the excavation shaft 10 is small and the excavation shaft 10 can be rotated with a small rotational torque.

【0012】[0012]

【発明の実施の形態】図2に示すように、掘削軸10の
先端部に掘削翼11が取付けてあり、この掘削翼11よ
りも上部に共まわり防止翼12が掘削軸10の回りに回
転自在に設けてある。前記掘削軸10は中空形状とな
り、その掘削軸10は回転しながら推進されると共に、
その中空部10a内にセメントミルク等のてん充材が注
入される。
BEST MODE FOR CARRYING OUT THE INVENTION As shown in FIG. 2, an excavation blade 11 is attached to a tip end of an excavation shaft 10, and a co-rotation prevention blade 12 is rotated above the excavation blade 11 around the excavation shaft 10. It is provided freely. The excavation shaft 10 has a hollow shape, and the excavation shaft 10 is propelled while rotating,
Filling material such as cement milk is injected into the hollow portion 10a.

【0013】前記掘削翼11は取付部13に一対の翼1
4を固着したもので、その取付部13が掘削軸10のフ
ランジ15にボルト16で連結されていると共に、取付
部13に掘削軸10の中空部10aと連通した噴口17
が形成してある。
The excavation blade 11 has a pair of blades 1 attached to a mounting portion 13.
4, the mounting portion 13 is connected to the flange 15 of the excavating shaft 10 by the bolts 16, and the mounting portion 13 has a nozzle 17 that communicates with the hollow portion 10a of the excavating shaft 10.
Is formed.

【0014】このようであるから、ボルト16を弛める
ことで掘削軸10から掘削翼11を外すことができる
し、ボルト16を締付けることで掘削翼11を掘削軸1
0に取付けできるので、掘削翼11が損傷等した時に簡
単に交換できる。
Because of this, the excavation blade 11 can be removed from the excavation shaft 10 by loosening the bolt 16, and the excavation blade 11 can be removed by tightening the bolt 16.
Since it can be attached to 0, it can be easily replaced when the excavation blade 11 is damaged.

【0015】前記共まわり防止翼12は、掘削軸10に
回転自在に設けた筒体18の下部、上部に第1翼19と
第2翼20を固着したもので、その第1翼19が掘削翼
11に接近し、第2翼20は掘削翼11と離隔してい
る。
The co-rotation preventing blade 12 is formed by fixing a first blade 19 and a second blade 20 to a lower portion and an upper portion of a cylindrical body 18 rotatably provided on the excavation shaft 10, and the first blade 19 excavates. The second blade 20 is close to the blade 11 and is separated from the excavation blade 11.

【0016】前記掘削軸10の下部には下部プレート2
1が固着され、この下部プレート21の上面に筒体18
の下端面が回転自在に接している。前記掘削軸10の上
下中間部には上部プレート22が取付けてあり、この上
部プレート22の下面に筒体18の上端面が回転自在に
接している。前記上部プレート22は図3に示すように
半円形の一対のプレート23をボルト24で連結してあ
り、掘削軸10に簡単に取付け、外しできる。
A lower plate 2 is provided below the excavation shaft 10.
1 is fixed, and the cylindrical body 18 is attached to the upper surface of the lower plate 21.
The lower end surface of the is rotatably in contact. An upper plate 22 is attached to an upper and lower intermediate portion of the excavation shaft 10, and an upper end surface of the tubular body 18 is rotatably contacted with a lower surface of the upper plate 22. As shown in FIG. 3, the upper plate 22 has a pair of semicircular plates 23 connected by bolts 24, and can be easily attached to and removed from the excavation shaft 10.

【0017】前記第1翼19は掘削翼11の径より若干
小さな径となっている。前記第2翼20は掘削翼11の
径より小さな径となっていると共に、斜め上向きになっ
ている。
The first blade 19 has a diameter slightly smaller than that of the excavation blade 11. The second blade 20 has a diameter smaller than that of the excavation blade 11 and is obliquely upward.

【0018】このようであるから、図4に示すように掘
削軸10を回転しながら推進して掘削翼11で地盤を掘
削して穴Bを穿孔すると、掘削翼11近くの掘削土が激
しく共まわりし、その掘削土の共まわりは上方に行くほ
どゆるやかとなってある程度(図4で寸法L)上方の掘
削土は共まわりせずに静止土部となる。
Because of this, as shown in FIG. 4, when the excavation shaft 10 is rotated and propelled to excavate the ground with the excavation blade 11 and the hole B is drilled, the excavated soil near the excavation blade 11 is violently shared. The excavated soil that has rotated around the earth becomes gentler as it goes upward, and the excavated soil above the excavated soil to some extent (dimension L in FIG. 4) does not rotate and becomes a stationary soil portion.

【0019】そして、第2翼20が静止土部にあるから
回転抵抗が大となり、第1翼19が回転しないか、少な
くとも掘削翼11の回転数よりもかなり低速回転となる
ので、第1翼19と掘削翼11との間で掘削土とてん充
材が良好に混合・撹拌される。
Since the second blade 20 is in the stationary soil, the rotation resistance is large and the first blade 19 does not rotate, or at least rotates at a speed much lower than the rotation speed of the excavation blade 11, so that the first blade is not rotated. The excavated soil and the filler are satisfactorily mixed and stirred between 19 and the excavating blade 11.

【0020】本発明の第2実施例を説明する。図5に示
すように第1翼19を取付部19aと下向部19bと水
平部19cとによりほぼクランク形状とし、その取付部
19aを筒体18に固着して水平部19cを掘削翼11
により接近してある。
A second embodiment of the present invention will be described. As shown in FIG. 5, the first blade 19 is formed into a substantially crank shape by the mounting portion 19a, the downward portion 19b, and the horizontal portion 19c, and the mounting portion 19a is fixed to the cylindrical body 18 to fix the horizontal portion 19c to the excavating blade 11.
Closer to.

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

【図1】従来の混合撹拌翼装置の説明図である。FIG. 1 is an explanatory view of a conventional mixing and stirring blade device.

【図2】本発明の混合撹拌翼装置の第1実施例を示す正
面図である。
FIG. 2 is a front view showing a first embodiment of the mixing and stirring blade device of the present invention.

【図3】図2のA−A断面図である。FIG. 3 is a sectional view taken along line AA of FIG. 2;

【図4】混合撹拌動作の説明図である。FIG. 4 is an explanatory diagram of a mixing and stirring operation.

【図5】本発明の混合撹拌装置の第2実施例を示す正面
図である。
FIG. 5 is a front view showing a second embodiment of the mixing and stirring apparatus of the present invention.

【符号の説明】[Explanation of symbols]

1…掘削軸 2…掘削翼 3…撹拌翼 4…共まわり防止翼 10…掘削軸 11…掘削翼 12…共まわり防止翼 19…第1翼 20…第2翼 DESCRIPTION OF SYMBOLS 1 ... Excavation axis 2 ... Excavation blade 3 ... Stirring blade 4 ... Co-rotation prevention blade 10 ... Excavation axis 11 ... Excavation blade 12 ... Co-rotation prevention blade 19 ... First blade 20 ... Second blade

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 掘削翼と撹拌翼を設けた掘削軸を回転し
つつ推進及び引抜して掘削土とてん充材を混合撹拌して
地盤を柱状に改良する地盤改良機において、 掘削軸10に掘削翼11を取付け、この掘削軸10にお
ける掘削翼11に接近した位置に、掘削翼11と同一径
以下の径の第1翼19を回転自在に設け、前記掘削軸1
0における掘削翼11と離隔した上方位置に掘削翼11
と同一径以下の径の第2翼20を回転自在に設け、この
第2翼20と前記第1翼19を連結して一体的に回転す
るようにして共まわり防止翼12としたことを特徴とす
る地盤改良機における掘削土の混合撹拌装置。
1. A ground improvement machine for propelling and extracting while rotating an excavation shaft provided with an excavation blade and a stirring blade to mix and agitate excavated soil and a filling material to improve the ground into a columnar shape. The excavation blade 11 is attached, and a first blade 19 having a diameter equal to or smaller than that of the excavation blade 11 is rotatably provided at a position close to the excavation blade 11 on the excavation shaft 10.
The excavation blade 11 is located at an upper position apart from the excavation blade 11 at
A second blade 20 having a diameter equal to or smaller than the above is rotatably provided, and the second blade 20 and the first blade 19 are connected to be integrally rotated to form the co-rotation preventing blade 12. A mixing and stirring device for excavated soil in a ground improvement machine.
JP3170396A 1996-02-20 1996-02-20 Mixing agitation blade device of excavated soil in ground improving machine Pending JPH09221741A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3170396A JPH09221741A (en) 1996-02-20 1996-02-20 Mixing agitation blade device of excavated soil in ground improving machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3170396A JPH09221741A (en) 1996-02-20 1996-02-20 Mixing agitation blade device of excavated soil in ground improving machine

Publications (1)

Publication Number Publication Date
JPH09221741A true JPH09221741A (en) 1997-08-26

Family

ID=12338434

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3170396A Pending JPH09221741A (en) 1996-02-20 1996-02-20 Mixing agitation blade device of excavated soil in ground improving machine

Country Status (1)

Country Link
JP (1) JPH09221741A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008127812A (en) * 2006-11-20 2008-06-05 System Keisoku Kk Ground improvement device
JP6347885B1 (en) * 2017-12-01 2018-06-27 有限会社 櫂設計事務所 Drilling and stirring tools
JP2020105804A (en) * 2018-12-27 2020-07-09 株式会社エステック Excavation and agitation device, and ground improvement machine comprising excavation and agitation device

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008127812A (en) * 2006-11-20 2008-06-05 System Keisoku Kk Ground improvement device
JP4495136B2 (en) * 2006-11-20 2010-06-30 システム計測株式会社 Ground improvement device
JP6347885B1 (en) * 2017-12-01 2018-06-27 有限会社 櫂設計事務所 Drilling and stirring tools
JP2019100068A (en) * 2017-12-01 2019-06-24 有限会社 櫂設計事務所 Excavation-agitation tool
JP2020105804A (en) * 2018-12-27 2020-07-09 株式会社エステック Excavation and agitation device, and ground improvement machine comprising excavation and agitation device

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