JP2779481B2 - Ground improvement machine - Google Patents

Ground improvement machine

Info

Publication number
JP2779481B2
JP2779481B2 JP6138109A JP13810994A JP2779481B2 JP 2779481 B2 JP2779481 B2 JP 2779481B2 JP 6138109 A JP6138109 A JP 6138109A JP 13810994 A JP13810994 A JP 13810994A JP 2779481 B2 JP2779481 B2 JP 2779481B2
Authority
JP
Japan
Prior art keywords
shaft
stirring
excavating
soil
ground
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 - Fee Related
Application number
JP6138109A
Other languages
Japanese (ja)
Other versions
JPH08134884A (en
Inventor
良幸 浜田
公司 加藤
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.)
KATO KENSETSU KK
Original Assignee
KATO KENSETSU KK
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 KATO KENSETSU KK filed Critical KATO KENSETSU KK
Priority to JP6138109A priority Critical patent/JP2779481B2/en
Publication of JPH08134884A publication Critical patent/JPH08134884A/en
Application granted granted Critical
Publication of JP2779481B2 publication Critical patent/JP2779481B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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、基礎工事等において土
壌と固化材とを攪拌混合して地盤を円柱状に改良する地
盤改良機械および地盤の改良工法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a ground improvement machine and a ground improvement method for improving the ground into a columnar shape by stirring and mixing soil and a solidified material in foundation work or the like.

【0002】[0002]

【従来の技術】従来、このような地盤改良機械および地
盤の改良工法には例えば特公昭58−29375号公報
に開示されるものが知られている。この機械は図5に示
すように垂直に下降する堀削軸101の下端に堀削翼1
02を固設すると共に、堀削軸101に上下に間隔を隔
てて攪拌翼103,103を固着し、さらに堀削軸10
1の堀削翼102上方位置にその堀削径とほぼ同径の円
筒体105からなり、かつ堀削軸101の下降と共に下
降する共回り防止装置104を装着し、前記円筒体10
5には内周面にその先端が堀削軸101の近傍まで延出
した共回り防止翼106,106を固設して構成されて
いる。
2. Description of the Related Art Conventionally, such a ground improvement machine and a ground improvement method disclosed in, for example, Japanese Patent Publication No. 58-29375 are known. As shown in FIG. 5, this machine is provided with an excavating wing 1 at the lower end of a vertically excavating shaft 101.
02, the stirring blades 103, 103 are fixed to the excavating shaft 101 at an interval vertically, and the excavating shaft 10 is further fixed.
At the upper position of the excavating wing 102, a co-rotation prevention device 104, which is composed of a cylindrical body 105 having substantially the same diameter as the excavating diameter and is lowered with the lowering of the excavating shaft 101, is mounted.
5 is provided with anti-corotating wings 106, 106 whose tips extend to the vicinity of the excavating shaft 101 on the inner peripheral surface.

【0003】そして、所定の堀進機構により堀削翼10
2,攪拌翼103,103を固着した堀削軸101を地
盤中に固化材を供給しつつ回転堀進させる。そこで、堀
削翼102で堀削された土壌は堀削翼102及び攪拌翼
103,103と一体に共まわりするが、共回り防止装
置104の共回り防止翼106,106によって一部の
土壌の回転が停止されることとなり、これにより土壌の
攪拌混合を行うようにしている。
[0003] Then, the excavating blade 10
2. The excavating shaft 101 to which the agitating blades 103 are fixed is advanced by rotating the excavation while supplying the solidified material into the ground. Therefore, the soil excavated by the excavation wing 102 rotates together with the excavation wing 102 and the stirring wings 103, 103. The rotation is stopped, so that the soil is agitated and mixed.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、共回り
防止翼106,106により回転する土壌の一部を停止
して、共回り防止翼106,106と攪拌翼103,1
03とで水平方向にのみ攪拌混合するものであるから、
特に攪拌翼103,103に接する土壌は依然として該
攪拌翼103,103と共回りすることとなり、土壌と
固化材とを均一に攪拌混合するには多くの時間が掛か
り、作業能率が悪いという課題が有った。そこで本発明
は上記課題を解決すべくなされたもので、共回りを防止
すると共に常に土壌と固化材が能率よく均一に攪拌混合
できるようにした地盤改良機械および地盤の改良工法を
提供することを目的とする。
However, a part of the rotating soil is stopped by the anti-corotating blades 106, 106, and the anti-corotating blades 106, 106 and the stirring blades 103, 1 are stopped.
03 and only in the horizontal direction with stirring and mixing,
In particular, the soil in contact with the stirring blades 103, 103 still rotates together with the stirring blades 103, 103, and it takes a lot of time to uniformly mix and mix the soil and the solidified material, resulting in poor work efficiency. There was. Accordingly, the present invention has been made to solve the above problems, and provides a ground improvement machine and a ground improvement method for preventing the co-rotation and enabling the soil and the solidified material to be efficiently and uniformly stirred and mixed. Aim.

【0005】[0005]

【課題を解決するための手段】かかる目的を達成するた
め本発明に係る地盤改良機械は、回転しつつ地盤中へ垂
直に堀進する堀削軸の下端に堀削翼を固設し、該堀削翼
の回転により地盤を堀削すると共に、固化材を供給しつ
つ土壌を攪拌混合するようにした地盤改良機械におい
て、前記堀削軸の両側に、該堀削軸の回転に伴い回転し
かつ自転する一対の第1攪拌軸を水平に取着し、また該
各第1攪拌軸には該第1攪拌軸に対し直角をなす複数の
第2攪拌軸を固着した構成からなる。
In order to achieve the above object, a ground improvement machine according to the present invention comprises a digging blade fixed to a lower end of a digging shaft which is vertically digged into the ground while rotating. While excavating the ground by the rotation of the excavating wing, in a ground improvement machine that is configured to stir and mix the soil while supplying the solidifying material, on both sides of the excavating shaft, rotating with the rotation of the excavating shaft In addition, a pair of first stirring shafts that rotate and are mounted horizontally, and a plurality of second stirring shafts that are perpendicular to the first stirring shaft are fixed to each of the first stirring shafts.

【0006】または、回転しつつ地盤中へ垂直に下降す
る堀削軸の下端に堀削翼を固設し、該堀削翼の回転によ
り地盤を堀削すると共に、固化材を供給しつつ土壌を攪
拌混合するようにした地盤改良機械において、前記堀削
軸の両側に、両先端間の距離が前記堀削翼と略同一寸法
を有し、堀削軸の回転に伴い回転しかつ自転する一対の
第1攪拌軸を水平に取着し、また該各第1攪拌軸には該
第1攪拌軸に対し直角をなす複数の第2攪拌軸を固着し
てなり、該各第2攪拌軸の先端は堀削軸と第1攪拌軸と
の交点を中心とし、該中心から第1攪拌軸の先端までの
距離を半径とする球体の表面上に位置するようにした構
成からなるものである。
Alternatively, a digging wing is fixedly provided at the lower end of a digging shaft that vertically descends into the ground while rotating, and digging the ground by rotation of the digging wing, while supplying a solidified material to the soil. In the ground improvement machine that is configured to stir and mix, on both sides of the excavation shaft, a distance between both ends has substantially the same dimension as the excavation wing, and rotates and rotates with the rotation of the excavation shaft. A pair of first stirring shafts are mounted horizontally, and a plurality of second stirring shafts perpendicular to the first stirring shafts are fixed to each of the first stirring shafts. Has a configuration centered on the intersection of the excavation axis and the first stirring axis and located on the surface of a sphere having a radius from the center to the tip of the first stirring axis. .

【0007】[0007]

【作用】堀削軸の回転に伴ない第1攪拌軸が水平面内で
回転し、同時に自転する。このような第1攪拌軸の回転
運動に伴ない、該第2攪拌軸に固着した複数の第2攪拌
軸が鉛直面内で同時に回転する。これにより、水平方向
に回転される土壌が鉛直方向にも回転され複雑に攪拌さ
れるので、共まわりが完全に防止される。しかも、第2
攪拌軸の回転により、土壌にはその円輪郭の接線方向に
力が作用することとなり、しかも、これら力はその方向
が常に各第2攪拌軸の回転と共に変化するので、これに
より土壌と固化材との均一な攪拌混合を短時間で能率的
に行なうことができる。
The first stirring shaft rotates in the horizontal plane with the rotation of the excavating shaft, and rotates at the same time. With the rotation of the first stirring shaft, the plurality of second stirring shafts fixed to the second stirring shaft simultaneously rotate in the vertical plane. Accordingly, the soil that is rotated in the horizontal direction is also rotated in the vertical direction and is stirred intricately, so that co-rotation is completely prevented. And the second
Due to the rotation of the stirring shaft, a force acts on the soil in the tangential direction of the circular contour, and the direction of the force constantly changes with the rotation of each second stirring shaft. Can be efficiently mixed in a short time.

【0008】[0008]

【実施例】以下本発明に係る地盤改良機械の一実施例を
図1ないし図4に基づいて説明する。円筒体により形成
され、回転しつつ地盤中へ垂直に堀進する堀削軸1の下
端部に所要の長さを有する堀削翼2が固設され、この堀
削翼2の上方に攪拌翼3がそれぞれ十文字状に固設され
る。該攪拌翼3は堀削翼2とほぼ同長に形成されてい
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of a ground improvement machine according to the present invention will be described below with reference to FIGS. A digging blade 2 having a required length is fixedly provided at a lower end of a digging shaft 1 which is formed of a cylindrical body and rotates vertically into the ground while rotating, and a stirring blade is provided above the digging blade 2. 3 are fixed in a cross shape. The stirring blade 3 is formed to have substantially the same length as the excavating blade 2.

【0009】前記堀削翼2と攪拌翼3間で堀削軸1の両
側に一対の第1攪拌軸4,4が水平に設けられる。この
第1攪拌軸4,4も堀削翼2とほぼ同長であり、水平面
内で回転しかつ自転可能に設けられる。また、該各第1
攪拌軸4,4には該各第1攪拌軸4,4に対し直角をな
す複数の第2攪拌軸5が等間隔に固着される。これら各
第2攪拌軸5は第1攪拌軸4,4の回転に伴ない鉛直面
内で回転される。また、堀削軸1の外周面には下部の堀
削翼2と上部の攪拌翼3のそれぞれ近傍にパイプ6と接
続され、固化材の粉体又はミルクを土壌中へ供給するた
めの噴出孔6a,6bを開設している。
A pair of first stirring shafts 4 and 4 are provided horizontally on both sides of the excavating shaft 1 between the excavating blade 2 and the stirring blade 3. The first stirring shafts 4, 4 are also substantially the same length as the excavating blade 2, and are provided so as to rotate in a horizontal plane and to rotate. In addition, each of the first
A plurality of second stirring shafts 5 perpendicular to each of the first stirring shafts 4 and 4 are fixed to the stirring shafts 4 and 4 at equal intervals. Each of these second stirring shafts 5 is rotated in a vertical plane as the first stirring shafts 4 and 4 rotate. In addition, the outer peripheral surface of the excavating shaft 1 is connected to a pipe 6 in the vicinity of a lower excavating blade 2 and an upper stirring blade 3, respectively, and is an ejection hole for supplying solidified material powder or milk into the soil. 6a and 6b are established.

【0010】図2は第1攪拌軸4,4の回転機構を示す
要部の拡大断面図である。第1攪拌軸4,4はその基端
部が堀削軸1内に貫通し、ベアリング7,7を介して軸
支されると共に、各基端に遊動歯車8を固設している。
そして、堀削軸1内には中心軸線に沿って、下端が第1
攪拌軸4,4と略同位置に位置する固定支軸9が吊設さ
れ、該固定支軸9の下端に前記各遊動歯車8,8が噛合
する固定歯車10が固着されている。また、前記堀削翼
2の支軸11も堀削軸1の中心軸に沿って設けられ、堀
削軸1の内周面にブラケット12によって固設される。
更に、支軸11の上端には前記各遊動歯車8,8と噛合
する駆動歯車13が固着されている。
FIG. 2 is an enlarged sectional view of a main part showing a rotating mechanism of the first stirring shafts 4, 4. As shown in FIG. The base ends of the first stirring shafts 4, 4 penetrate into the excavating shaft 1, are supported by bearings 7, 7, and have floating gears 8 fixed to the respective base ends.
In the excavation shaft 1, the lower end is the first along the central axis.
A fixed support shaft 9 located at substantially the same position as the stirring shafts 4 and 4 is suspended, and a fixed gear 10 meshed with the floating gears 8 is fixed to a lower end of the fixed support shaft 9. The support shaft 11 of the excavating blade 2 is also provided along the center axis of the excavation shaft 1, and is fixed to the inner peripheral surface of the excavation shaft 1 by a bracket 12.
Further, a drive gear 13 meshed with each of the floating gears 8 is fixed to an upper end of the support shaft 11.

【0011】そこで、堀削軸1の回転に伴い堀削翼2が
回転し、かつ駆動歯車13が回転する。そして、両第1
攪拌軸4,4が水平面内で回転し、同時にこれら基端の
各遊動歯車8,8が固定歯車10と駆動歯車13との間
で回転するので、これに伴い両第1攪拌軸4,4がその
中心軸線を中心として回転、すなわち自転する。
Then, the excavating blade 2 rotates with the rotation of the excavating shaft 1, and the driving gear 13 rotates. And both first
Since the stirring shafts 4 and 4 rotate in the horizontal plane, and at the same time, the respective floating gears 8 and 8 at the base end rotate between the fixed gear 10 and the driving gear 13, the first stirring shafts 4 and 4 are accordingly moved. Rotate around its central axis, that is, rotate.

【0012】本発明に係る地盤改良機械は上記構成より
なり、次に作用を説明する。まず、所定の堀進機構(図
示せず。)により堀削軸1を低速・高トルクで回転させ
ると共に、堀削軸1の下部噴出孔6aからパイプ6を介
して固化材を供給しつつ地盤中へ垂直に堀進する。
The ground improvement machine according to the present invention has the above-described configuration, and the operation will be described next. First, the excavating shaft 1 is rotated at a low speed and a high torque by a predetermined excavating mechanism (not shown), and the ground material is supplied from the lower ejection hole 6a of the excavating shaft 1 through the pipe 6 while the solidified material is supplied. Go moat vertically inside.

【0013】そこで、堀削軸1の回転に伴ない第1攪拌
軸4,4が水平面内で回転し、同時に自転する。更に、
複数の第2攪拌軸5が鉛直面内で回転することとなる。
このため、第1攪拌軸4,4により水平方向に回転され
る土壌が複数の第2攪拌軸5により鉛直方向にも回転さ
れ、土壌が複雑に混り合うことになるので、これにより
共回りが完全に防止される。また第2攪拌軸5の回転に
より、土壌にはその円輪郭の接線方向に力が作用するこ
ととなり、しかもこれら力はその方向が常に各第2攪拌
軸5の回転と共に変化するので、これにより、土壌と固
化材との均一な攪拌混合も能率的に行うことができる。
また、土壌と固化材との混合をより均一にするため、堀
削軸1を往復動させる時は、その復動すなわち上昇時に
上部の噴出口6bから固化材を供給するようにする。
Then, the first stirring shafts 4 and 4 rotate in the horizontal plane with the rotation of the excavating shaft 1, and rotate at the same time. Furthermore,
The plurality of second stirring shafts 5 rotate in the vertical plane.
For this reason, the soil rotated in the horizontal direction by the first stirring shafts 4 and 4 is also rotated in the vertical direction by the plurality of second stirring shafts 5, and the soil is mixed in a complicated manner. Is completely prevented. In addition, the rotation of the second stirring shaft 5 causes a force to act on the soil in the tangential direction of the circular contour, and the direction of the force always changes with the rotation of each second stirring shaft 5. In addition, uniform stirring and mixing of the soil and the solidified material can be efficiently performed.
Also, in order to make the mixing of the soil and the solidified material more uniform, when the excavating shaft 1 is reciprocated, the solidified material is supplied from the upper ejection port 6b at the time of its reciprocation, that is, ascent.

【0014】更に、図3,図4に示すように前記各第2
攪拌軸5の先端Pを、堀削軸1の中心軸線と第1攪拌軸
4,4の中心軸線との交点Oを中心とし、該交点Oから
第1攪拌軸4の先端Cまでの距離Dを半径とする球体Q
の表面上に位置するようにすれば、地盤中の改良円筒部
Aの内周面に前記球体Qが合致するので、改良円筒部A
内の土壌は総て確実に球体Q内部に取り込まれ攪拌され
る。
Further, as shown in FIG. 3 and FIG.
The tip P of the stirring shaft 5 is centered on an intersection O between the center axis of the excavating shaft 1 and the center axes of the first stirring shafts 4 and 4, and a distance D from the intersection O to the tip C of the first stirring shaft 4. Sphere Q with radius
Is located on the surface of the ground, the spherical body Q matches the inner peripheral surface of the improved cylindrical portion A in the ground.
All the soil inside is reliably taken into the sphere Q and stirred.

【0015】よって、このようにすれば、固化材の供給
と共に堀削軸1を低速回転させても、短時間で土壌と固
化材との攪拌混合が可能となり、極めて均一な地盤改良
杭が短時間で形成される。
Accordingly, even if the excavating shaft 1 is rotated at a low speed together with the supply of the solidified material, the mixing of the soil and the solidified material can be performed in a short time, so that an extremely uniform ground improvement pile can be obtained. Formed in time.

【0016】[0016]

【発明の効果】以上述べたように本発明に係る土壌改良
機械および地盤の改良方法は、堀削軸に第1攪拌軸を取
着して水平面内で回転させるようにし、同時に第1攪拌
軸に第2攪拌軸を固着して鉛直面内で回転させるように
したので、水平方向に回転される土壌が鉛直方向にも回
転され複雑に攪拌されることになり、これにより共まわ
りが完全に防止される。また、第2攪拌軸の回転によ
り、土壌にはその円輪郭の接線方向に力が作用し、しか
も、その方向が常に変化するので土壌と固化材との均一
な攪拌混合が短時間で能率的に行うことができるという
利点を有する。
As described above, the soil improvement machine and the ground improvement method according to the present invention have the first stirring shaft attached to the excavation shaft and rotated in a horizontal plane, and at the same time, the first stirring shaft is rotated. The second agitating shaft is fixed and rotated in the vertical plane, so that the soil that is rotated in the horizontal direction is also rotated in the vertical direction and is stirred in a complicated manner. Is prevented. In addition, by the rotation of the second stirring shaft, a force acts on the soil in the tangential direction of the circular contour, and the direction constantly changes, so that uniform stirring and mixing of the soil and the solidified material can be performed efficiently in a short time. It has the advantage that it can be performed.

【0017】また、特に各第2攪拌軸の先端を、堀削軸
と第1攪拌軸との交点を中心とし、該中心から第1攪拌
軸先端までの距離を半径とする球体の表面上に位置さ
せ、該球体が地盤中の改良円筒部の内周面に合致させる
ようにすれば、改良すべき円筒部内の土壌が総て球体内
に取り込まれるので、残すことなく全体の均一な攪拌混
合が可能となる。
In particular, the tip of each second stirring shaft is placed on the surface of a sphere whose center is the intersection of the excavating shaft and the first stirring shaft and whose radius is the distance from the center to the tip of the first stirring shaft. If the sphere is positioned so that it matches the inner peripheral surface of the improved cylindrical part in the ground, all the soil in the cylindrical part to be improved is taken into the sphere, so that the whole is uniformly stirred and mixed without leaving. Becomes possible.

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

【図1】本発明に係る地盤改良機械の要部の斜視図。FIG. 1 is a perspective view of a main part of a ground improvement machine according to the present invention.

【図2】堀削軸の要部断面図。FIG. 2 is a sectional view of a main part of a drilling shaft.

【図3】使用状態を示す縦断面図。FIG. 3 is a longitudinal sectional view showing a use state.

【図4】図3のおけるX−X線断面図。FIG. 4 is a sectional view taken along line XX in FIG. 3;

【図5】従来例の縦断面図。FIG. 5 is a longitudinal sectional view of a conventional example.

【符号の説明】[Explanation of symbols]

1 堀削軸 2 堀削翼 4 第1攪拌軸 5 第2攪拌軸 DESCRIPTION OF SYMBOLS 1 Drilling shaft 2 Drilling blade 4 First stirring shaft 5 Second stirring shaft

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 回転しつつ地盤中へ垂直に下降する堀削
軸の下端に堀削翼を固設し、該堀削翼の回転により地盤
を堀削すると共に、固化材を供給しつつ土壌を攪拌混合
するようにした地盤改良機械において、 前記堀削軸の両側に、両先端間の距離が前記堀削翼と略
同一寸法を有し、堀削軸の回転に伴い回転しかつ自転す
る一対の第1攪拌軸を水平に取着し、また該各第1攪拌
軸には該第1攪拌軸に対し直角をなす複数の第2攪拌軸
を固着してなり、該各第2攪拌軸の先端は堀削軸と第1
攪拌軸との交点を中心とし、該中心から第1攪拌軸の先
端までの距離を半径とする球体の表面上に位置するよう
にしたことを特徴とする地盤改良機械。
An excavating wing is fixedly mounted at a lower end of a digging shaft that vertically descends into the ground while rotating, and digs the ground by rotation of the digging wing, and supplies a solidified material while soil is excavated. In the ground improvement machine that is configured to stir and mix, on both sides of the excavation shaft, a distance between both ends has substantially the same dimension as the excavation wing, and rotates and rotates with the rotation of the excavation shaft. A pair of first stirring shafts are mounted horizontally, and a plurality of second stirring shafts perpendicular to the first stirring shafts are fixed to each of the first stirring shafts. The tip of the excavation axis and the first
A ground improvement machine characterized by being located on the surface of a sphere whose center is an intersection with a stirring shaft and whose radius is the distance from the center to the tip of the first stirring shaft.
JP6138109A 1994-05-27 1994-05-27 Ground improvement machine Expired - Fee Related JP2779481B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6138109A JP2779481B2 (en) 1994-05-27 1994-05-27 Ground improvement machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6138109A JP2779481B2 (en) 1994-05-27 1994-05-27 Ground improvement machine

Publications (2)

Publication Number Publication Date
JPH08134884A JPH08134884A (en) 1996-05-28
JP2779481B2 true JP2779481B2 (en) 1998-07-23

Family

ID=15214167

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6138109A Expired - Fee Related JP2779481B2 (en) 1994-05-27 1994-05-27 Ground improvement machine

Country Status (1)

Country Link
JP (1) JP2779481B2 (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0424319A (en) * 1990-05-18 1992-01-28 Soowa Sangyo:Yugen Drilling auger for soil cement column

Also Published As

Publication number Publication date
JPH08134884A (en) 1996-05-28

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