JPH06313313A - Rectangular agitating mechanism - Google Patents

Rectangular agitating mechanism

Info

Publication number
JPH06313313A
JPH06313313A JP12781893A JP12781893A JPH06313313A JP H06313313 A JPH06313313 A JP H06313313A JP 12781893 A JP12781893 A JP 12781893A JP 12781893 A JP12781893 A JP 12781893A JP H06313313 A JPH06313313 A JP H06313313A
Authority
JP
Japan
Prior art keywords
rod
ground
stirring
agitation
excavation
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
JP12781893A
Other languages
Japanese (ja)
Inventor
Tetsuo Yokota
哲夫 横田
Jiichi Yamamoto
滋一 山本
Shinichiro Yamazaki
真一郎 山崎
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.)
TODOROKIGUMI KK
Original Assignee
TODOROKIGUMI 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 TODOROKIGUMI KK filed Critical TODOROKIGUMI KK
Priority to JP12781893A priority Critical patent/JPH06313313A/en
Publication of JPH06313313A publication Critical patent/JPH06313313A/en
Pending legal-status Critical Current

Links

Landscapes

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

Abstract

PURPOSE:To provide the rectangular agitating mechanism of a foundation ground improving device which does not leave a nonimproved area and is excellent in working efficiency. CONSTITUTION:A rod 107 being rotatable round a vertical axis is provided with an agitating blade 3 and an agitating head 5, and moreover a bevel gear 13. Bevel gears 15a, 15b engaging with the bevel gear 13 are severally provided with cutters 11a, 11b through supporting parts 9a, 9b. When the rod 107 rotates round a vertical axis, the agitating blade 3 and the agitating head 5 also rotate round the vertical axis to carry out excavation and agitation. In addition, the cutters 11a, 11b rotate round a horizontal axis to carry out the excavation and the agitation.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は地盤を矩形状に掘削しつ
つ、ほぐされた土砂にセメントスラリーを注入して地盤
改良を行う地盤改良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 ground improvement apparatus for excavating a ground into a rectangular shape and injecting cement slurry into loosened soil to improve the ground.

【0002】[0002]

【従来の技術】従来の地盤改良装置としては図7に示す
ようなものがある。図7において101は作業機械、1
03は地面、105は鉛直方向に設けられたリーダ、1
07はリーダ105に支持され鉛直軸まわりに回転可能
なロッド、109はロッド107を回転させるモータが
備えられた駆動装置、111はロッド107の先端に設
けられた攪拌翼である。
2. Description of the Related Art A conventional ground improvement device is shown in FIG. In FIG. 7, 101 is a work machine, 1
03 is the ground, 105 is a vertical reader, 1
Reference numeral 07 is a rod supported by the reader 105 and rotatable about a vertical axis, 109 is a drive unit equipped with a motor for rotating the rod 107, and 111 is a stirring blade provided at the tip of the rod 107.

【0003】このような地盤改良装置による地盤改良作
業は次のようにして行われる。駆動装置109を駆動
し、ロッド107を鉛直軸まわりに回転させながら駆動
装置109の重量をかけると、攪拌翼111が回転し、
地盤を掘削しつつ貫入していく。攪拌翼111で地盤を
掘削しながら中空ロッド107の先端からセメントスラ
リーを地盤内に注入し、このセメントスラリーおよび、
掘削されほぐされたされた土砂等を攪拌翼111で攪拌
する。所定の深さまで掘削、貫入が進むと、駆動装置1
09を逆転させ作業機械101のウインチで駆動装置1
09を巻き上げ、逆転、攪拌させながらロッド107を
引き抜く。その後スラリーが固化し、地盤改良が行われ
る。
The ground improvement work by such a ground improvement device is performed as follows. When the driving device 109 is driven and the weight of the driving device 109 is applied while rotating the rod 107 about the vertical axis, the stirring blade 111 rotates,
The ground is excavated and penetrates. While excavating the ground with the stirring blade 111, the cement slurry is injected into the ground from the tip of the hollow rod 107.
The earth and sand excavated and loosened is stirred by the stirring blade 111. When excavation and intrusion progress to a predetermined depth, the drive device 1
09 is reversed and the driving device 1 is operated by the winch of the work machine 101.
The rod 107 is wound up, and the rod 107 is pulled out while being reversed and stirred. After that, the slurry is solidified and the ground is improved.

【0004】[0004]

【発明が解決しようとする課題】このような地盤改良装
置で地盤改良を行うと、地盤内に円筒状の地盤改良部分
が作られるが、図8に示すように円筒状の地盤改良部E
の間に未改良部Fが残されてしまう。この未改良部Fを
少なくするため、図9に示すように地盤改良部Eを重ね
るように掘削し、地盤改良を行うことも可能であるが、
作業効率が極めて悪くなる。
When the ground is improved by such a ground improving apparatus, a cylindrical ground improving portion is formed in the ground, and as shown in FIG. 8, the cylindrical ground improving portion E is used.
The unimproved part F is left in between. In order to reduce the unimproved part F, as shown in FIG. 9, it is possible to excavate so as to overlap the ground improvement part E to improve the ground.
Work efficiency is extremely poor.

【0005】本発明は、このような問題に鑑みてなされ
たもので、その目的とするところは、未改良部が残ら
ず、作業効率も良好な地盤改良装置の矩形攪拌機構を提
供することある。
The present invention has been made in view of the above problems, and an object of the present invention is to provide a rectangular stirring mechanism for a ground improvement apparatus, which has no unimproved portion and has good working efficiency. .

【0006】[0006]

【課題を解決するための手段】前述した目的を達成する
ために本発明は、地盤を掘削しつつ、掘削され、ほぐさ
れた土砂にセメントスラリーを注入して攪拌し、地盤改
良を行う地盤改良装置において、鉛直軸まわりに回転可
能なロッドと、前記ロッドを鉛直軸まわりに回転させる
モータと、前記ロッドに設けられ、前記ロッドとともに
鉛直軸まわりに回転して掘削・攪拌を行う第1の掘削・
攪拌手段と、前記ロッドの鉛直軸まわりの回転に応じて
水平軸まわりに回転して掘削・攪拌を行う第2の掘削・
攪拌手段と、を具備することを特徴とする矩形攪拌機構
である。
In order to achieve the above-mentioned object, the present invention is to improve the ground by excavating the ground and injecting cement slurry into the excavated and loosened earth and sand to stir the soil. In the apparatus, a rod that is rotatable about a vertical axis, a motor that rotates the rod around the vertical axis, and a first excavator that is provided on the rod and that rotates together with the rod around the vertical axis for excavation and stirring.・
A second excavator for excavating and stirring by rotating around a horizontal axis according to rotation of the stirring means and the rod around the vertical axis.
A rectangular stirring mechanism comprising: stirring means.

【0007】[0007]

【作用】本発明では、第2の掘削・攪拌手段が水平軸ま
わりに回転して掘削・攪拌を行うので矩形状に掘削が行
われ、未改良部分を殆どなくすことができる。
In the present invention, since the second excavation / stirring means rotates around the horizontal axis to perform excavation / stirring, the excavation is performed in a rectangular shape, and the unimproved portion can be almost eliminated.

【0008】[0008]

【実施例】以下、図面に基づいて本発明の実施例を詳細
に説明する。本発明の地盤改良装置は図7に示す地盤改
良装置のD部に図1に示す機構が設けられる。
Embodiments of the present invention will now be described in detail with reference to the drawings. In the ground improvement device of the present invention, the mechanism shown in FIG. 1 is provided in the section D of the ground improvement device shown in FIG.

【0009】すなわちロッド107に鉛直軸まわりに回
転する複数の攪拌翼3が設けられ、また、ロッド107
の先端にも鉛直軸まわりに回転する複数の攪拌ヘッド5
が設けられる。攪拌翼3と攪拌ヘッド5の間にケーシン
グ7が設けられ、このケーシング7の側部に支持部9
a、9bが設けられ、この支持部9a、9bに水平軸ま
わりに回転するカッタ11a、11bが設けられる。
That is, the rod 107 is provided with a plurality of stirring blades 3 which rotate about the vertical axis, and the rod 107 is also provided.
A plurality of stirring heads 5 that rotate around the vertical axis at the tip of the
Is provided. A casing 7 is provided between the stirring blade 3 and the stirring head 5, and a supporting portion 9 is provided on a side portion of the casing 7.
a and 9b are provided, and the support portions 9a and 9b are provided with cutters 11a and 11b which rotate about a horizontal axis.

【0010】図2はケーシング7の斜視図であり、図3
は図2のH−Hによる断面図である。ロッド107の内
部には通路19が設けられ、この通路19内をセメント
スラリーが搬送され、ロッド107先端あるいは側方か
ら地盤内に吐出される。ロッド107にベベルギア(傘
歯歯車)13が固定される。またケーシング7はロッド
107が回転しても静止しており、このケーシング7に
軸17a、17bが回転可能に設けられ、この軸17
a、17bにベベルギア13と歯合するベベルギア15
a、15bが設けられる。軸17a、17bに支持部9
a、9bが設けられ、支持部9a、9bにカッタ11
a、11bが設けられる。
FIG. 2 is a perspective view of the casing 7, and FIG.
FIG. 3 is a sectional view taken along line HH of FIG. A passage 19 is provided inside the rod 107, and the cement slurry is conveyed in the passage 19 and discharged from the tip or side of the rod 107 into the ground. A bevel gear (bevel gear) 13 is fixed to the rod 107. The casing 7 is stationary even if the rod 107 rotates, and the casing 17 is provided with shafts 17a and 17b rotatably.
Bevel gear 15 that meshes with bevel gear 13 on a and 17b
a and 15b are provided. Supports 9 are attached to the shafts 17a and 17b.
a, 9b are provided, and the cutters 11 are provided on the support portions 9a, 9b.
a and 11b are provided.

【0011】駆動装置109内のモータが駆動される
と、ロッド107が鉛直軸まわりに回転し、これに伴い
攪拌翼3、攪拌ヘッド5が鉛直軸まわりに回転する。ま
たロッド107が回転するとベベルギア13も回転し、
ベベルギア13の回転に伴って、ベベルギア15a、1
5bも水平軸まわりに回転し、カッタ11a、11bが
水平軸まわりに回転する。
When the motor in the drive unit 109 is driven, the rod 107 rotates about the vertical axis, and the stirring blade 3 and the stirring head 5 rotate about the vertical axis. When the rod 107 rotates, the bevel gear 13 also rotates,
As the bevel gear 13 rotates, the bevel gears 15 a, 1
5b also rotates about the horizontal axis, and the cutters 11a and 11b rotate about the horizontal axis.

【0012】すなわち、攪拌翼3、攪拌ヘッド5が鉛直
軸まわりに回転しつつ地盤を掘削・攪拌し、カッタ11
a、11bが水平軸まわりに回転しつつ地盤を掘削・攪
拌する。掘削作業中には外部から供給されるセメントス
ラリーが、通路19を通してロッド107の先端あるい
は側方から掘削土砂中に吐出される。そして攪拌翼3、
攪拌ヘッド5およびカッタ11a、11bで攪拌され
る。所定の深さまで掘削が進むとモータを逆転させ、ロ
ッド107を引き抜く。
That is, the stirring blade 3 and the stirring head 5 rotate around the vertical axis to excavate and stir the ground, and the cutter 11
A and 11b excavate and agitate the ground while rotating around a horizontal axis. During the excavation operation, cement slurry supplied from the outside is discharged into the excavated soil from the tip or side of the rod 107 through the passage 19. And stirring blade 3,
The stirring is performed by the stirring head 5 and the cutters 11a and 11b. When excavation proceeds to a predetermined depth, the motor is rotated in reverse and the rod 107 is pulled out.

【0013】図4は本実施例における地盤の掘削される
部分の概要を示す平面図である。Aは攪拌翼3、攪拌ヘ
ッド5による掘削される部分を示す。Ba、Bbはそれ
ぞれカッタ11a、11bによる掘削される部分を示
す。図4に示されるように本実施例では、ほぼ矩形状に
掘削を行うことができる。
FIG. 4 is a plan view showing the outline of the excavated portion of the ground in this embodiment. A indicates a portion to be excavated by the stirring blade 3 and the stirring head 5. Ba and Bb indicate the portions to be excavated by the cutters 11a and 11b, respectively. As shown in FIG. 4, in this embodiment, excavation can be performed in a substantially rectangular shape.

【0014】図5はこの地盤改良装置で連続的に地盤改
良を行う場合の地盤の掘削される部分の概要を示す平面
図である。図4に示すような掘削を行った後、ロッド1
07を引き抜き移動させた後、次の掘削を行って掘削部
A1、Ba1、Bb1を掘削する。このように本実施例
では、掘削部Baおよび掘削部Bb1を重ね合わせるこ
とができるので殆ど未改良部分を残さず地盤改良を行う
ことができる。また作業効率も落ちることはない。な
お、カッタ11a、11bの幅を調節することにより、
掘削部Ba、Bb、Ba1、Bb1…の幅を適宜設定す
ることができる。
FIG. 5 is a plan view showing the outline of the excavated portion of the ground when the ground improvement apparatus continuously improves the ground. After excavating as shown in FIG. 4, the rod 1
After extracting and moving 07, the next excavation is performed to excavate the excavation parts A1, Ba1, Bb1. As described above, in this embodiment, since the excavated portion Ba and the excavated portion Bb1 can be overlapped with each other, the ground can be improved with almost no unmodified portion left. In addition, work efficiency does not decrease. By adjusting the width of the cutters 11a and 11b,
The width of the excavated portions Ba, Bb, Ba1, Bb1 ... Can be set appropriately.

【0015】前述した実施例ではベベルギア13、15
a、15bを用いてカッタ11a、11bを水平軸まわ
りに回転させるようにしたが、ウォームとウォームホィ
ールを用いてカッタ11a、11bを水平軸まわりに回
転させることもできる。
In the above-described embodiment, the bevel gears 13 and 15 are used.
Although the cutters 11a and 11b are rotated about the horizontal axis by using a and 15b, the cutters 11a and 11b can be rotated about the horizontal axis by using a worm and a worm wheel.

【0016】図6はこのときの地盤改良装置の要部の概
略平面図である。ロッド107の周囲にウォームホィー
ル21が設けられる。軸23の中央部にウォーム25が
設けられ、この軸23の端部にカッタ11a、11bが
設けられる。ロッド107が鉛直軸まわりに回転する
と、ウォームホィール21とウォーム25により軸23
が水平軸まわりに回転し、カッタ11a、11bが水平
軸まわりに回転する。
FIG. 6 is a schematic plan view of the main part of the ground improvement apparatus at this time. A worm wheel 21 is provided around the rod 107. A worm 25 is provided at the center of the shaft 23, and cutters 11a and 11b are provided at the ends of the shaft 23. When the rod 107 rotates about the vertical axis, the worm wheel 21 and the worm 25 rotate the shaft 23.
Rotates about a horizontal axis, and the cutters 11a and 11b rotate about a horizontal axis.

【0017】なお、ウォームホィール21およびウォー
ム25以外にもロッド107の鉛直軸まわりの回転を水
平軸まわりの回転に変換する機構を設け、カッタ11
a、11bを回転させてもよい。
In addition to the worm wheel 21 and the worm 25, a mechanism for converting the rotation of the rod 107 about the vertical axis into the rotation about the horizontal axis is provided, and the cutter 11 is provided.
You may rotate a and 11b.

【0018】なお本実施例では、1本のロッド107で
掘削・攪拌を行うようにしたが、ロッドを複数本並べ
て、それぞれのロッドの先端に図1に示すような機構を
設け掘削・攪拌を行い、地盤改良を行うこともできる。
さらに、ケーシング7の形状をラグビーボール形状にす
れば、地盤への貫入、地盤からの引き抜きをよりスムー
ズに行うことができる。
In this embodiment, one rod 107 is used for excavation and stirring. However, a plurality of rods are arranged side by side, and a mechanism as shown in FIG. 1 is provided at the tip of each rod for excavation and stirring. It is also possible to perform ground improvement.
Further, if the casing 7 has a rugby ball shape, it is possible to more smoothly penetrate into the ground and pull out from the ground.

【0019】また本装置は地盤改良だけでなく、地中連
続壁等を構築する場合にも用いることができる。
The present apparatus can be used not only for ground improvement but also for constructing underground continuous walls and the like.

【0020】[0020]

【発明の効果】以上、詳細に説明したように本発明によ
れば、未改良部が残らず、作業効率も良好な地盤改良装
置の矩形攪拌機構を提供することができる。
As described above in detail, according to the present invention, it is possible to provide a rectangular stirring mechanism for a ground improvement apparatus which has no unimproved portion and which has good working efficiency.

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

【図1】 掘削・攪拌部の正面図[Figure 1] Front view of the excavation and agitation unit

【図2】 ケーシング7の斜視図FIG. 2 is a perspective view of a casing 7.

【図3】 図2のH−Hによる断面図FIG. 3 is a sectional view taken along line HH of FIG.

【図4】 本実施例による地盤の掘削される部分の平面
FIG. 4 is a plan view of an excavated portion of the ground according to this embodiment.

【図5】 本実施例による地盤の掘削される部分の平面
FIG. 5 is a plan view of an excavated portion of the ground according to this embodiment.

【図6】 本発明の他の実施例の要部の概略構成図FIG. 6 is a schematic configuration diagram of a main part of another embodiment of the present invention.

【図7】 地盤改良装置の概略を示す図FIG. 7 is a diagram showing an outline of a ground improvement device.

【図8】 従来の地盤改良装置による地盤の改良部を示
す平面図
FIG. 8 is a plan view showing a ground improvement part by a conventional ground improvement device.

【図9】 掘削部を重ねて地盤改良を行う場合の説明図FIG. 9 is an explanatory diagram of a case where the excavation portion is overlapped to improve the ground.

【符号の説明】[Explanation of symbols]

3……攪拌翼 5……攪拌ヘッド 7……ケーシング 11a、11b……カッタ 13、15a、15b……ベベルギア 21……ウォームホィール 25……ウォーム 107……ロッド 109……駆動装置 3 ... Stirring blade 5 ... Stirring head 7 ... Casing 11a, 11b ... Cutter 13, 15a, 15b ... Bevel gear 21 ... Worm wheel 25 ... Worm 107 ... Rod 109 ... Drive device

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 攪拌ヘッドで地盤を掘削し、ほぐされた
土砂にセメントスラリーを注入して攪拌し、地盤改良を
行う地盤改良装置において、 鉛直軸まわりに回転可能なロッドと、 前記ロッドを鉛直軸まわりに回転させるモータと、 前記ロッドに設けられ、前記ロッドとともに鉛直軸まわ
りに回転して掘削・攪拌を行う第1の掘削・攪拌手段
と、 前記ロッドの鉛直軸まわりの回転に応じて水平軸まわり
に回転して掘削・攪拌を行う第2の掘削・攪拌手段と、 を具備することを特徴とする矩形攪拌機構。
1. A ground improvement apparatus for excavating the ground with a stirring head, injecting cement slurry into loosened sand and stirring it to improve the ground, and a rod rotatable about a vertical axis and the rod being vertical. A motor that rotates about an axis, a first excavation / agitation unit that is provided on the rod and that rotates together with the rod about a vertical axis for excavation / agitation, and a horizontal unit that rotates in response to rotation of the rod about the vertical axis A second agitation and agitation unit that rotates around an axis to perform an agitation and agitation, and a rectangular agitation mechanism.
【請求項2】 前記第2の掘削・攪拌手段は、ベベルギ
ヤを介して前記ロッドに連結されることを特徴とする請
求項1記載の矩形攪拌機構。
2. The rectangular stirring mechanism according to claim 1, wherein the second excavation / stirring means is connected to the rod through a bevel gear.
【請求項3】 前記ロッドにウォームホィールが設けら
れ、前記第2の掘削・攪拌手段は、このウォームホィー
ルと歯合するウォームを介して前記ロッドに連結される
ことを特徴とする請求項1記載の矩形攪拌機構。
3. A worm wheel is provided on the rod, and the second excavating and stirring means is connected to the rod via a worm that meshes with the worm wheel. Rectangular stirring mechanism.
JP12781893A 1993-04-30 1993-04-30 Rectangular agitating mechanism Pending JPH06313313A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12781893A JPH06313313A (en) 1993-04-30 1993-04-30 Rectangular agitating mechanism

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12781893A JPH06313313A (en) 1993-04-30 1993-04-30 Rectangular agitating mechanism

Publications (1)

Publication Number Publication Date
JPH06313313A true JPH06313313A (en) 1994-11-08

Family

ID=14969426

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12781893A Pending JPH06313313A (en) 1993-04-30 1993-04-30 Rectangular agitating mechanism

Country Status (1)

Country Link
JP (1) JPH06313313A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009030336A (en) * 2007-07-27 2009-02-12 Sanwa Kizai Co Ltd Multiple excavating and agitating blade drive unit in ground improving machine
JP5175990B1 (en) * 2012-06-04 2013-04-03 愛知ベース工業株式会社 Ground agitator and method for producing ground improved prism
JP2015140581A (en) * 2014-01-29 2015-08-03 大福工業株式会社 Ground improvement device
JP2016098594A (en) * 2014-11-25 2016-05-30 和夫 渡邉 Drilling agitation device
JP2018150801A (en) * 2018-05-23 2018-09-27 和夫 渡邉 Excavating and agitating device

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009030336A (en) * 2007-07-27 2009-02-12 Sanwa Kizai Co Ltd Multiple excavating and agitating blade drive unit in ground improving machine
JP5175990B1 (en) * 2012-06-04 2013-04-03 愛知ベース工業株式会社 Ground agitator and method for producing ground improved prism
JP2015140581A (en) * 2014-01-29 2015-08-03 大福工業株式会社 Ground improvement device
JP2016098594A (en) * 2014-11-25 2016-05-30 和夫 渡邉 Drilling agitation device
JP2018150801A (en) * 2018-05-23 2018-09-27 和夫 渡邉 Excavating and agitating device

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