JPH0615766B2 - Excavation mixing agitator used for ground improvement - Google Patents
Excavation mixing agitator used for ground improvementInfo
- Publication number
- JPH0615766B2 JPH0615766B2 JP8847286A JP8847286A JPH0615766B2 JP H0615766 B2 JPH0615766 B2 JP H0615766B2 JP 8847286 A JP8847286 A JP 8847286A JP 8847286 A JP8847286 A JP 8847286A JP H0615766 B2 JPH0615766 B2 JP H0615766B2
- Authority
- JP
- Japan
- Prior art keywords
- mixing
- excavation
- rotary blade
- inner shaft
- stirring
- 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
Links
- 238000002156 mixing Methods 0.000 title claims description 28
- 238000009412 basement excavation Methods 0.000 title claims description 11
- 229910000831 Steel Inorganic materials 0.000 claims description 11
- 239000010959 steel Substances 0.000 claims description 11
- 239000000463 material Substances 0.000 claims description 9
- 239000002002 slurry Substances 0.000 claims description 5
- 238000003756 stirring Methods 0.000 description 23
- 239000002689 soil Substances 0.000 description 7
- 239000004568 cement Substances 0.000 description 5
- 239000004576 sand Substances 0.000 description 5
- 239000004927 clay Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000008267 milk Substances 0.000 description 3
- 210000004080 milk Anatomy 0.000 description 3
- 235000013336 milk Nutrition 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、建造物に対する支持力が不足し、変形性及び
浸透性が大きい軟弱地盤を原位置でセメント系あるいは
石灰系固化材等を注入し、それらと土砂とを混合・撹拌
することによって地盤を改良する掘削混合攪拌機に関す
る。DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention is to inject a cement-based or lime-based solidifying material or the like in-situ on soft ground having insufficient supporting force for a building and having large deformability and permeability. The present invention relates to an excavation mixing agitator for improving the ground by mixing and agitating them with earth and sand.
かかる地盤改良に際しては、セメントミルクのような土
質改良材と掘削土砂との混合・撹拌が改良地盤全般にわ
たって均一に行われることが重要であり、この点から掘
削用のピットの挿入ロッドの先端部に取付けたプロペラ
状の撹拌羽根を回転せしめて混合・撹拌を行なう方式が
広く採用されている。In the case of such ground improvement, it is important that the soil improvement material such as cement milk and the excavated soil are mixed and stirred uniformly over the entire improved ground. From this point, the tip of the insertion rod of the pit for excavation is A method of mixing and stirring by rotating a propeller-shaped stirring blade attached to is widely adopted.
そして撹拌羽根を用いる混合撹拌において混合能率を上
げるために、撹拌羽根の回転数を上げる、撹拌羽根の取
付け角度を変える、撹拌羽根の大きさ及び形状を変える
等の改善が行われ、これによって或る程度の効果を挙げ
てきた。In order to increase the mixing efficiency in the mixing and stirring using the stirring blade, the number of rotations of the stirring blade is increased, the mounting angle of the stirring blade is changed, and the size and shape of the stirring blade are changed. It has been effective enough.
しかしながら、従来の一方向撹拌においては混合・撹拌
状態は原地盤土砂と撹拌羽根が一緒に回る共回り現象が
生じ、セメントミルクとの混合が悪く、セメントミルク
が周辺部に集中し、混合状態の均一性に欠け、充分な固
化状態を得るのが困難である。However, in the conventional one-way stirring, the mixing / stirring state causes a co-rotation phenomenon in which the ground soil and the stirring blade rotate together, resulting in poor mixing with the cement milk and the cement milk being concentrated in the peripheral area, resulting in a mixed state. It lacks uniformity and it is difficult to obtain a sufficient solidified state.
また、上記のように混合・撹拌の能率向上のための従来
の方策は、撹拌羽根の駆動軸を大きくする必要があり装
置として大きくならざるを得ず、さらには、拡大した撹
拌翼を用いると粘土質の地盤では粘土が羽根に付着し、
土砂と改良材とが所定の混合比を満足する一様な混合土
を作成できないという問題があった。Further, as described above, the conventional measures for improving the efficiency of mixing / stirring are inevitably large in size because the drive shaft of the stirring blade needs to be large, and further, when the enlarged stirring blade is used. In clay ground, clay adheres to the blades,
There is a problem that it is not possible to create a uniform mixed soil in which the earth and sand and the improving material satisfy a predetermined mixing ratio.
本発明は、それぞれ駆動軸によって逆方向に回転する内
側軸と同内側軸よりも短い外側鋼管軸とからなり、前記
内側軸の先端に、改良材スラリ注出孔を設け、その先端
付近に下面に掘削のためのビットを取付けた下方回転羽
根と、前記外側鋼管軸の下方に取付けた上方回転羽根と
を有する地盤改良に使用する掘削混合撹拌機において、
前記下方回転羽根と前記上方回転羽根の、それぞれの羽
根の仰角を反対向きに形成すると共に、上記内側軸と外
側鋼管軸を、それぞれ、ジョイント構造として改良深度
の深さに対応して、その長さを調整可能に形成してなる
ことを特徴とする。The present invention is composed of an inner shaft that rotates in opposite directions by a drive shaft and an outer steel pipe shaft that is shorter than the inner shaft. An improvement material slurry pouring hole is provided at the tip of the inner shaft, and a bottom surface is provided near the tip. In a drilling and mixing agitator used for ground improvement, which has a lower rotary blade with a bit for excavation attached to, and an upper rotary blade attached below the outer steel pipe axis,
The lower rotary vane and the upper rotary vane are formed so that their respective elevation angles are opposite to each other, and the inner shaft and the outer steel pipe shaft respectively have joint lengths corresponding to the depth of improvement depth as joint structures. It is characterized in that the height is adjustable.
第1図から第4図は、本発明の掘削混合撹拌機の実施例
を示す。1 to 4 show an embodiment of a drill mixing mixer according to the present invention.
これらの図を参照して、本発明の掘削混合撹拌機10
は、駆動装置1によってそれぞれ逆方向に回転する内側
軸2と同内側軸2を包む外側鋼管軸3からなり、前記内
側軸2の先端に、改良材スラリ注出孔4を有する掘削用
ビット5を取付けその先端付近に下方回転羽根6を一体
的に設けている。同下方回転羽根6の下面には掘削のた
めのビット7が取付けられている。8は外側鋼管軸3の
下方に取付けた上方回転羽根を示す。With reference to these figures, a drill mixing mixer 10 of the present invention
Is composed of an inner shaft 2 that rotates in opposite directions by a driving device 1 and an outer steel pipe shaft 3 that surrounds the inner shaft 2, and an excavating bit 5 having an improved material slurry pouring hole 4 at the tip of the inner shaft 2. The lower rotary vane 6 is integrally provided near the tip thereof. A bit 7 for excavation is attached to the lower surface of the lower rotary vane 6. Reference numeral 8 denotes an upper rotary blade attached below the outer steel pipe shaft 3.
内側軸2に取付けられた下方の回転羽根6と外側鋼管軸
3に取付けられた上方回転羽根8は、第2図に示すよう
に、それぞれの仰角が互いに反対向きになるように設定
されている。また、上方回転羽根8の下方回転羽根6に
対する間隔は下方回転羽根6の大きさと回転速度にもよ
るが、下方回転羽根6による直接の撹拌状態の影響が継
続している程度であることが望ましい。As shown in FIG. 2, the lower rotary blade 6 attached to the inner shaft 2 and the upper rotary blade 8 attached to the outer steel pipe shaft 3 are set so that their elevation angles are opposite to each other. . Further, the distance between the upper rotary blade 8 and the lower rotary blade 6 depends on the size and the rotational speed of the lower rotary blade 6, but it is desirable that the direct influence of the stirring state by the lower rotary blade 6 continues. .
また、上方の回転羽根8は下方の回転羽根6による改良
材を添加して一次的な混合層に乱流を作って土砂の共回
りを防止する機能を有するもので、改良地盤の土質によ
り経験的に多段に設け、さらに各翼の仰角も、回転羽根
数も任意に設定できる構造にする。In addition, the upper rotary blade 8 has a function of adding the improving material by the lower rotary blade 6 to create a turbulent flow in the primary mixing layer to prevent co-rotation of earth and sand. The multi-stage structure is adopted, and the elevation angle of each blade and the number of rotary blades can be arbitrarily set.
さらに、上記本発明を実施するために使用する混合・撹
拌機の長さは、改良土壌の浮さに応じて任意に調整でき
るようにする。第3図と第4図は、内側軸2と外側鋼管
軸3の長さ調整のためのそれぞれのジョイント構造9,
9を示す。このジョイント構造9,9は内側軸2と外側
鋼管軸3の長さを変えることができ、改良深度の深さに
対応できるようになっている。Further, the length of the mixer / stirrer used for carrying out the present invention can be arbitrarily adjusted according to the floating of the improved soil. 3 and 4 show joint structures 9 for adjusting the lengths of the inner shaft 2 and the outer steel pipe shaft 3, respectively.
9 is shown. The joint structures 9 and 9 can change the lengths of the inner shaft 2 and the outer steel pipe shaft 3 and can cope with the improved depth.
第5図は上記第1図に示す混合・撹拌機10において、上
方回転羽根8を二重に形成した回転羽根機構を用いる本
発明の概要を示すものである。FIG. 5 shows an outline of the present invention in which the mixing / stirring machine 10 shown in FIG.
同図を参照して、(a) に示すように目的地面Eに混合・
撹拌機10をセットし、羽根6と8とを互いに逆方向に回
転させながら、先端から下方回転羽根6の下端のビット
7によって掘削し、(b)に示すように混合撹拌機10を
土壌E中に進入させて行く。そして(c)に示すように
予定深度まで掘削した後、改良材スラリを先端の排出口
より注入し、下方回転羽根6と上方回転羽根8との逆回
転によって土砂の共回りを防止しつつ混合・撹拌しなが
ら引き上げた後、(d)に示すように再度混合・撹拌を
繰り返して、(e)に示すように混合・撹拌機10を引き
上げて作業を完了する。Referring to the figure, as shown in (a),
The stirrer 10 is set, and while rotating the blades 6 and 8 in opposite directions, excavation is performed from the tip by the bit 7 at the lower end of the lower rotary blade 6, and the mixing stirrer 10 is set to the soil E as shown in (b). Let's go inside. Then, as shown in (c), after excavating to the planned depth, the improving material slurry is injected from the discharge port at the tip, and the lower rotary vane 6 and the upper rotary vane 8 rotate in reverse to prevent co-rotation of earth and sand and mix. After pulling up while stirring, mixing and stirring are repeated again as shown in (d), and the mixing and stirring machine 10 is pulled up as shown in (e) to complete the work.
上記の逆方向回転層を形成することによって、混合・撹
拌は、短時間に、より均一に、さらに比較的小動力によ
って達成することができる。By forming the above-mentioned reverse rotation layer, the mixing and stirring can be achieved in a short time, more uniformly, and with relatively small power.
上記第1図に示す要領で、下方回転羽根の径が450mm で
逆回転の2段の撹拌羽根を有する掘削混合機を用いて、
セメントと水とを1:1比の改良材として注入しなが
ら、粘土質地盤の改良を行った。As shown in FIG. 1 above, using an excavator mixer having a lower rotating blade having a diameter of 450 mm and two counter rotating stirring blades,
The clay ground was improved while injecting cement and water as a 1: 1 ratio improver.
以下の表に上記要領によって処理した土質の特性を、同
一条件で一方向羽根回転による混合・撹拌を行った従来
方法によるものと比較して示す。The following table shows the characteristics of the soil treated according to the above procedure in comparison with the conventional method in which mixing and stirring were performed by rotating a unidirectional blade under the same conditions.
混合・撹拌個所を深さによって、3分割し、各個所の改
良のバラツキを調べたものである。The mixing / stirring point was divided into three parts according to the depth, and the variation in improvement at each point was examined.
〔発明の効果〕 本発明の掘削混合攪拌機は互いに逆回転の混合・撹拌層
を形成することによって、掘削土砂の共回り現象が防止
され、掘削部分の全面にわたって、均一に改良剤と混合
が得られ、改良効果を向上することができるのみではな
く、混合改良剤の使用量も少なくて済み、粘性の高い地
盤では特に容易に施工できるという効果を奏する。 [Effects of the Invention] In the excavating and mixing stirrer of the present invention, the co-rotation phenomenon of excavated earth and sand is prevented by forming the mixing / stirring layers that rotate in mutually opposite directions, and the improver and the mixing agent can be uniformly mixed over the entire excavated portion Therefore, not only the improvement effect can be improved, but also the amount of the mixture improving agent to be used can be small, and the effect that the construction can be performed particularly easily on the highly viscous ground.
第1図〜第4図は本発明の実施例の掘削混合撹拌機を示
し、第5図は本発明の掘削混合撹拌機の使用態様を示す
図である。1 to 4 show an excavation mixing stirrer according to an embodiment of the present invention, and FIG. 5 is a diagram showing a use mode of the excavation mixing stirrer of the present invention.
Claims (1)
内側軸と同内側軸よりも短い外側鋼管軸とからなり、 前記内側軸の先端に、改良材スラリ注出孔を設け、その
先端付近に下面に掘削のためのビットを取付けた下方回
転羽根と、前記外側鋼管軸の下方に取付けた上方回転羽
根とを有する地盤改良に使用する掘削混合撹拌機におい
て、 前記下方回転羽根と前記上方回転羽根の、それぞれの羽
根の仰角を反対向きに形成すると共に、 前記内側軸と外側鋼管軸を、それぞれ、ジョイント構造
として、改良深度の深さに対応して長さを調整可能に形
成してなる掘削混合撹拌機。1. An inner shaft that rotates in opposite directions by a drive shaft, and an outer steel pipe shaft that is shorter than the inner shaft. An improvement material slurry pouring hole is provided at the tip of the inner shaft, and the improvement material slurry pouring hole is provided near the tip. An excavation mixing agitator used for ground improvement, which has a lower rotary blade with a bit for excavation mounted on the lower surface and an upper rotary blade mounted below the outer steel pipe axis, wherein the lower rotary blade and the upper rotary blade The excavation in which the elevation angles of the respective blades are formed in opposite directions, and the inner shaft and the outer steel pipe shaft are respectively formed as joint structures so that their lengths can be adjusted according to the depth of the improved depth. Mixing stirrer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8847286A JPH0615766B2 (en) | 1986-04-16 | 1986-04-16 | Excavation mixing agitator used for ground improvement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8847286A JPH0615766B2 (en) | 1986-04-16 | 1986-04-16 | Excavation mixing agitator used for ground improvement |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62264212A JPS62264212A (en) | 1987-11-17 |
| JPH0615766B2 true JPH0615766B2 (en) | 1994-03-02 |
Family
ID=13943712
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8847286A Expired - Fee Related JPH0615766B2 (en) | 1986-04-16 | 1986-04-16 | Excavation mixing agitator used for ground improvement |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0615766B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0648861U (en) * | 1992-12-07 | 1994-07-05 | 信越化学工業株式会社 | Silicone grease applicator |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0396513A (en) * | 1989-09-07 | 1991-04-22 | Doboku Kenkyu Center | Improvement method of ground |
| JP2600011B2 (en) * | 1990-06-01 | 1997-04-16 | 住友大阪セメント株式会社 | Ground improvement equipment |
-
1986
- 1986-04-16 JP JP8847286A patent/JPH0615766B2/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0648861U (en) * | 1992-12-07 | 1994-07-05 | 信越化学工業株式会社 | Silicone grease applicator |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS62264212A (en) | 1987-11-17 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| LAPS | Cancellation because of no payment of annual fees |