JPS6411773B2 - - Google Patents

Info

Publication number
JPS6411773B2
JPS6411773B2 JP22144483A JP22144483A JPS6411773B2 JP S6411773 B2 JPS6411773 B2 JP S6411773B2 JP 22144483 A JP22144483 A JP 22144483A JP 22144483 A JP22144483 A JP 22144483A JP S6411773 B2 JPS6411773 B2 JP S6411773B2
Authority
JP
Japan
Prior art keywords
stirring
blade
soil
stirring blade
sub
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
Application number
JP22144483A
Other languages
Japanese (ja)
Other versions
JPS60115712A (en
Inventor
Hideo Ozawa
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP22144483A priority Critical patent/JPS60115712A/en
Publication of JPS60115712A publication Critical patent/JPS60115712A/en
Publication of JPS6411773B2 publication Critical patent/JPS6411773B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12Consolidating by placing solidifying or pore-filling substances in the soil
    • E02D3/126Consolidating by placing solidifying or pore-filling substances in the soil and mixing by rotating blades

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Agronomy & Crop Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Soil Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Description

【発明の詳細な説明】 [発明の技術分野] この発明は、地盤改良等のために地中に固結柱
を造成する際に使用される地盤改良工法及びその
装置の改良に係り、特に、装置の大型化を伴なう
ことなく掘削土と土質安定剤の撹拌混合を良好に
し得る地盤改良工法及びその装置に関する。
[Detailed Description of the Invention] [Technical Field of the Invention] The present invention relates to improvements in a soil improvement method and device used when constructing consolidation columns underground for soil improvement, etc. The present invention relates to a ground improvement method and device that can improve the stirring and mixing of excavated soil and soil stabilizer without increasing the size of the device.

[発明の技術的背景] 地盤改良等のために地盤中に固結柱を造成すべ
く、撹拌軸先端にヘツドを有するスクリユを設
け、撹拌軸を所望の地盤上で回動せしめつつ土質
安定剤(例えばセメントミルク、水ガラス、高分
子材、エアモルタル等)を上記撹拌軸の先端部等
から注出し、地中において撹拌混合し、地盤中に
地盤改良のための固結柱を造成する工法及びその
装置が知られている。
[Technical Background of the Invention] In order to create consolidation columns in the ground for soil improvement, etc., a screw having a head is provided at the tip of the stirring shaft, and the stirring shaft is rotated on the desired ground while the soil stabilizer is applied. A construction method in which cement milk, water glass, polymer materials, air mortar, etc. are poured out from the tip of the stirring shaft, stirred and mixed in the ground, and solidified pillars are created in the ground for soil improvement. and devices thereof are known.

[背景技術の問題点] ところで、地盤を掘削する際には所定の掘削ト
ルクが要求される。一方、地盤改良装置の回転速
度とトルクとの間には反比例の関係が成立し、低
速回転のときトルクは大となり、高速回転のとき
トルクは小となる。このとき、馬力の強い大型の
駆動装置を使用すれば、高速回転と大きなトルク
の双方を得ることができるが、駆動装置の重量
化、コスト高を招く。さらに、大型の駆動装置の
使用は、この駆動装置を支持するクレーン等の大
型化、重量化を伴ない、相乗的に装置全体の大型
化、重量化、延いてはコストの高謄を招く悪循環
がある。従つて、掘削を考慮した場合、低速回転
の方が大型の駆動装置を必要とすることなく大き
なトルクを得ることができて有利である。
[Problems with Background Art] By the way, when excavating the ground, a predetermined excavation torque is required. On the other hand, there is an inversely proportional relationship between the rotational speed and torque of the ground improvement device, with the torque being large when rotating at low speed and being small when rotating at high speed. At this time, if a large-sized drive device with high horsepower is used, both high-speed rotation and large torque can be obtained, but this increases the weight and cost of the drive device. Furthermore, the use of a large drive device increases the size and weight of the crane, etc. that supports this drive device, which synergistically increases the size and weight of the entire device, creating a vicious cycle that leads to higher costs. There is. Therefore, when considering excavation, low-speed rotation is advantageous because it is possible to obtain large torque without requiring a large-sized drive device.

しかし、低速回転による撹拌混合処理は粘着の
強い土に対しては不充分である。これは掘削土が
撹拌翼に付着してしまうからである。この為、撹
拌時間を長くして処理しているが、撹拌不良を生
ずる場合が多い。この場合、高速回転にすれば充
分な撹拌混合を図ることができるが、高速回転に
すると、上述の如く、駆動装置を馬力の強い大型
にしなければ、大きな掘削トルクを得ることがで
きないという不都合がある。
However, stirring and mixing treatment using low-speed rotation is insufficient for highly adhesive soil. This is because the excavated soil adheres to the stirring blades. For this reason, although the stirring time is increased during processing, poor stirring often occurs. In this case, it is possible to achieve sufficient agitation and mixing by rotating at high speed, but as mentioned above, there is the disadvantage that large excavation torque cannot be obtained unless the drive device is large and has high horsepower. be.

[発明の目的] そこでこの発明は、上記実情に鑑みその不都合
を一掃すべく創案されたものであつて、装置の大
型化を伴なうことなく掘削土と土質安定剤の撹拌
混合を良好にし、地盤中に地盤改良のための固結
柱を造成することのできる地盤改良工法及びその
装置を実現するにある。
[Object of the Invention] In view of the above-mentioned circumstances, the present invention was devised to eliminate the inconveniences, and to improve the agitation and mixing of excavated soil and soil stabilizer without increasing the size of the equipment. The object of the present invention is to realize a ground improvement method and device that can create consolidation columns for ground improvement in the ground.

[発明の構成] この目的を達成するためにこの発明は、中空筒
状の撹拌軸の先端部に掘削刃を備えた撹拌翼を低
速回動させて地盤を掘削し、次いで掘削土中に土
質安定剤を注入し、然る後掘削土と土質安定剤と
を低速回動する前記撹拌翼と回動中心が前記撹拌
軸の周囲を前記撹拌翼の回動速度と同一速度で回
動する位置に配備され高速回動する副撹拌翼とで
撹拌混合することを特徴とし、また、昇降自在に
支持された中空筒状の撹拌軸の先端部に土質安定
剤の吐出口と掘削刃を備えた低速回動する撹拌翼
とを設けると共に、前記撹拌翼の昇降に追従し且
つ回動中心が前記撹拌軸の周囲を前記撹拌軸の回
動速度と同一速度で回動する位置に配備され高速
回動する副撹拌翼を前記撹拌翼の上方に配備した
ことを特徴とする。
[Structure of the Invention] In order to achieve this object, the present invention excavates the ground by rotating a stirring blade equipped with a digging blade at the tip of a hollow cylindrical stirring shaft at a low speed, and then adds soil quality into the excavated soil. A position where the stirring blade and rotation center rotate around the stirring shaft at the same speed as the rotation speed of the stirring blade, where the stabilizer is injected and the excavated soil and soil stabilizer are then rotated at a low speed. It is characterized by stirring and mixing with a secondary stirring blade that rotates at high speed and is equipped with a soil stabilizer discharge port and a digging blade at the tip of a hollow cylindrical stirring shaft that is supported so that it can be raised and lowered. A stirring blade that rotates at a low speed is provided, and the stirring blade follows the rise and fall of the stirring blade and is arranged at a position where the center of rotation rotates around the stirring shaft at the same speed as the rotational speed of the stirring shaft. It is characterized in that a movable sub stirring blade is arranged above the stirring blade.

[発明の実施例] 以下図面に基づいてこの発明の実施例を詳細且
つ具体的に説明する。
[Embodiments of the Invention] Examples of the present invention will be described in detail and specifically below based on the drawings.

図において、2は支柱4を支持し且つ移動せし
める無限軌道付自走車である。6は油圧又は電動
式からなる駆動装置で、該駆動装置6は上記支柱
4の上端から昇降自在に吊持され、又保持ガイド
8を介して支柱4の側面に昇降自在に保持されて
いる。10は上下方向に延設された撹拌軸で、該
撹拌軸10の上端部は上記駆動装置6に連動連結
しており、撹拌軸10は駆動装置6の駆動により
後述する理由のために低速回動(10〜30回転/
分)する。一方、撹拌軸10の下方先端部には撹
拌翼12と土質安定剤を掘削土中に注出するため
の吐出口14とが設けられている。上記撹拌翼1
2は撹拌軸10の両側に略水平に突設されてい
る。この撹拌翼12は掘削土と土質安定剤とを撹
拌混合する機能を有するが、これ以外に撹拌翼1
2には掘削刃16が備えられ、地盤を掘削する機
能をも兼ねている。そして、地盤を掘削する場
合、所定の掘削トルクが要求されることから、撹
拌翼12の回動速度を上述したような低速にし
て、大きな掘削トルクが得られるようにしてい
る。なお、上記撹拌軸10は土質安定剤を吐出口
14を経て掘削土中に注出するために、中空筒状
となつており、土質安定剤供給用の通路が形成さ
れている。
In the figure, 2 is a self-propelled vehicle with a track that supports and moves the support column 4. Reference numeral 6 denotes a hydraulic or electric drive device. The drive device 6 is suspended from the upper end of the column 4 so as to be able to rise and fall freely, and is also held via a holding guide 8 on the side surface of the column 4 so as to be able to move up and down. Reference numeral 10 denotes a stirring shaft extending in the vertical direction, and the upper end of the stirring shaft 10 is interlocked and connected to the driving device 6. The stirring shaft 10 is driven by the driving device 6 and rotates at a low speed for reasons described later. Dynamic (10 to 30 rotations/
minutes). On the other hand, a stirring blade 12 and a discharge port 14 for pouring the soil stabilizer into the excavated soil are provided at the lower tip of the stirring shaft 10. The above stirring blade 1
2 protrudes substantially horizontally from both sides of the stirring shaft 10. This stirring blade 12 has a function of stirring and mixing excavated soil and soil stabilizer, but in addition to this, the stirring blade 12 has a function of stirring and mixing excavated soil and soil stabilizer.
2 is equipped with an excavation blade 16, which also has the function of excavating the ground. When excavating the ground, a predetermined excavation torque is required, so the rotational speed of the stirring blades 12 is set to the above-mentioned low speed so that a large excavation torque can be obtained. The stirring shaft 10 has a hollow cylindrical shape and has a passage for supplying the soil stabilizer in order to pour out the soil stabilizer into the excavated soil through the discharge port 14.

第1図及び第2図はこの発明の装置の第1実施
例を示し、前記撹拌翼12の上方には、連結体1
8が撹拌軸10の一側に略水平に突設してあり、
連結体18の水平先端部には前記撹拌軸10に並
行に上下方向に延設された副撹拌軸20が回動自
在に保持されている。そして、前記撹拌翼12の
上方に位置する副撹拌軸20の下端部には副撹拌
翼22が略水平に設けられている。。この場合、
上記撹拌翼12の最遠端が描く回動軌跡の大円内
に、副撹拌翼22の最遠端が描く回動軌跡の小円
が入るように、副撹拌翼22の回動中心となる副
撹拌軸20が上記連結体18に保持されている。
ところで、連結体18は上記撹拌軸10に一体的
に取付けられているため、撹拌軸10の回動に連
動して連結体18も回動する。この為、連結体1
8に保持された副撹拌軸20及び副撹拌翼22は
撹拌軸10の周囲を回動することになる。この副
撹拌翼22は掘削土と土質安定剤との撹拌混合を
良好にするために設けられたもので、撹拌混合を
良好にするために、副撹拌翼22は高速で回動
(80〜150回転/分)する。撹拌混合は掘削時のよ
うに高トルクが要求されないので、小馬力で高速
回動させることができる。また、実際使用した結
果によると、副撹拌翼22の回動中心、即ち副撹
拌軸20と撹拌翼12との取付角度は、第7図で
の取付角度θが略45度程度の場合が、最良の撹拌
混合が得られることが明らかとなつた。24は副
撹拌軸20の上端に連結している副駆動装置で、
上述の如く、副撹拌翼22は小馬力で回動するこ
とができるので、副撹拌翼22の駆動源である副
駆動装置24は小型でよい。この副駆動装置24
は上記撹拌軸10に一体的に取付けられ、撹拌軸
10の回動に連動して撹拌軸の周囲を回動し、又
撹拌軸10の昇降に連動して昇降すると共に、副
撹拌軸20を撹拌軸10に追従させて昇降させ
る。
1 and 2 show a first embodiment of the apparatus of the present invention, in which a connecting body 1 is provided above the stirring blade 12.
8 protrudes substantially horizontally from one side of the stirring shaft 10,
A sub-stirring shaft 20 extending vertically in parallel with the stirring shaft 10 is rotatably held at the horizontal tip of the connecting body 18 . A sub-stirring blade 22 is provided substantially horizontally at the lower end of the sub-stirring shaft 20 located above the stirring blade 12. . in this case,
The center of rotation of the sub-agitating blade 22 is such that the small circle of the rotating locus drawn by the farthest end of the sub-agitating blade 22 falls within the large circle of the rotating locus drawn by the farthest end of the agitating blade 12. A sub-stirring shaft 20 is held by the connecting body 18.
By the way, since the connecting body 18 is integrally attached to the stirring shaft 10, the connecting body 18 also rotates in conjunction with the rotation of the stirring shaft 10. For this reason, the connector 1
The sub-stirring shaft 20 and the sub-stirring blades 22 held at 8 rotate around the stirring shaft 10. The sub-stirring blades 22 are provided to improve the stirring and mixing of the excavated soil and the soil stabilizer.In order to improve the stirring and mixing, the sub-stirring blades 22 rotate at high speed (80 to 150 revolutions/minute). Stirring and mixing does not require high torque like in excavation, so it can be rotated at high speed with small horsepower. Furthermore, according to the results of actual use, the rotation center of the sub-stirring blade 22, that is, the mounting angle between the sub-stirring shaft 20 and the stirring blade 12, when the mounting angle θ in FIG. 7 is about 45 degrees, is as follows. It became clear that the best agitation mixing was obtained. 24 is a sub-drive device connected to the upper end of the sub-stirring shaft 20;
As described above, since the sub-agitating blades 22 can be rotated with a small horsepower, the sub-driving device 24, which is the drive source for the sub-agitating blades 22, may be small. This sub-drive device 24
is integrally attached to the stirring shaft 10, rotates around the stirring shaft in conjunction with the rotation of the stirring shaft 10, moves up and down in conjunction with the raising and lowering of the stirring shaft 10, and also moves the sub-stirring shaft 20. It is moved up and down following the stirring shaft 10.

第3図はこの発明の装置の第2実施例を示すも
ので、副撹拌翼22は撹拌翼12に対して略直角
になるように取付けられている。これにより、水
平撹拌と垂直撹拌を同時に行い得て、撹拌混合が
より良好となる。これ以外の構成は前記第1実施
例の構成と同様である。
FIG. 3 shows a second embodiment of the apparatus of the present invention, in which the sub-agitating blades 22 are mounted substantially at right angles to the agitating blades 12. This allows horizontal stirring and vertical stirring to be performed simultaneously, resulting in better stirring and mixing. The configuration other than this is the same as that of the first embodiment.

第4図及び第5図はこの発明の装置の第3実施
例を示すもので、前記第1実施例及び第2実施例
と異なり、連結体18にかわつて保持体26が撹
拌軸10と副撹拌軸20を連結している。保持体
26はその一端が支柱4に取付けられており、撹
拌軸10及び副撹拌軸20を共に昇降且つ回動自
在に保持している。この為、第1実施例及び第2
実施例と異なり、副撹拌軸20は撹拌軸10の周
囲を回動することなく、副撹拌軸20は撹拌軸1
0と静止の位置関係にある(第8図参照)。また、
副撹拌翼22の駆動源は前記駆動装置6となつて
いる。即ち、第3実施例においては、撹拌翼12
と副撹拌翼22の駆動源は同一の駆動装置6であ
る。なお、回動速度は第1実施例、第2実施例と
同様に、撹拌翼12は低速回動し、副撹拌翼22
は高速回動する。この為、低速用、高速用ともに
小馬力でよいので、駆動装置6は大型にする必要
がない。また、副撹拌翼22は第1実施例の場合
と同様に撹拌翼12に略水平に取付けられてい
る。これ以外の構成は、前記第1実施例の構成と
同様である。
FIGS. 4 and 5 show a third embodiment of the apparatus of the present invention, and unlike the first and second embodiments, a holder 26 is used instead of the connecting body 18 for stirring the stirring shaft 10 and the sub-stirring A shaft 20 is connected. The holder 26 has one end attached to the support column 4, and holds the stirring shaft 10 and the sub-stirring shaft 20 such that they can move up and down and rotate freely. For this reason, the first embodiment and the second embodiment
Unlike the embodiment, the sub-stirring shaft 20 does not rotate around the stirring shaft 10, and the sub-stirring shaft 20 rotates around the stirring shaft 1.
It is in a stationary positional relationship with 0 (see Figure 8). Also,
The driving source for the sub-agitating blades 22 is the driving device 6. That is, in the third embodiment, the stirring blades 12
The driving source for the and sub-agitating blades 22 is the same driving device 6. Note that the rotational speed is the same as in the first and second embodiments; the stirring blade 12 rotates at a low speed, and the auxiliary stirring blade 22 rotates at a low speed.
rotates at high speed. Therefore, since a small horsepower is required for both low speed and high speed, the drive device 6 does not need to be large. Further, the sub stirring blade 22 is attached substantially horizontally to the stirring blade 12 as in the first embodiment. The configuration other than this is the same as that of the first embodiment.

第6図はこの発明の装置の第4実施例を示すも
ので、副撹拌翼22は撹拌翼12に対して略直角
になるように取付けられている。これ以外の構成
は前記第3実施例の構成と同様である。
FIG. 6 shows a fourth embodiment of the apparatus of the present invention, in which the sub-agitation blades 22 are attached to be approximately perpendicular to the agitation blades 12. The configuration other than this is the same as that of the third embodiment.

なお、上記実施例においては、副撹拌翼22と
撹拌翼12とが平行又は直角の場合について言及
したが、これに限定されるものではなく、副撹拌
翼22を撹拌翼12にたいして傾斜させて配備し
てもよいことは勿論である。
In addition, in the above embodiment, the case where the sub-stirring blade 22 and the stirring blade 12 are parallel or at right angles is mentioned, but the invention is not limited to this, and the sub-stirring blade 22 may be arranged at an angle with respect to the stirring blade 12. Of course, you can do it.

この発明は上述の如く構成されているので以下
の如く作用する。
Since the present invention is constructed as described above, it operates as follows.

無限軌道付自走車2を走行させて、装置全体を
所定の地盤改良のための固結柱を造成する位置に
設置し、次に支柱4を地盤に対し略鉛直に支持
し、支柱4で昇降自在に支持される撹拌軸10、
撹拌翼12、副撹拌軸20、副撹拌翼22等を地
盤に対して鉛直に立てる。然る後、駆動装置6を
駆動させて撹拌軸10等を回動させ、回動する撹
拌翼12を地盤表面に降下する(第9図A)。撹
拌翼12には掘削刃16が備えられているため、
撹拌翼12の回動に伴い地盤を掘削する。このと
き撹拌翼12を地盤を掘削しながら地盤中に没入
させるために、撹拌軸10の上端に連結する駆動
装置6を支柱に沿つて降下させる。撹拌翼12は
掘削を兼ねるので、所定の掘削トルクが得られる
ように低速回動させる。低速回動させることによ
り、上記駆動装置6は小馬力でも使用することが
可能となり、また、小馬力の駆動装置6の使用は
装置6自体の小型化、軽量化を招く利点がある。
The tracked self-propelled vehicle 2 is run and the entire device is installed at a position where a consolidation column for predetermined ground improvement is to be created.Then, the column 4 is supported approximately perpendicular to the ground, and the column 4 is a stirring shaft 10 that is supported so as to be able to rise and fall;
The stirring blade 12, the sub-stirring shaft 20, the sub-stirring blade 22, etc. are erected perpendicularly to the ground. Thereafter, the drive device 6 is driven to rotate the stirring shaft 10 and the like, and the rotating stirring blades 12 are lowered to the ground surface (FIG. 9A). Since the stirring blade 12 is equipped with a digging blade 16,
The ground is excavated as the stirring blades 12 rotate. At this time, in order to sink the stirring blades 12 into the ground while excavating the ground, the drive device 6 connected to the upper end of the stirring shaft 10 is lowered along the support. Since the stirring blade 12 also serves as an excavator, it is rotated at a low speed so as to obtain a predetermined excavating torque. By rotating at a low speed, the drive device 6 can be used even with a low horsepower, and the use of the drive device 6 with a low horsepower has the advantage of reducing the size and weight of the device 6 itself.

そして、撹拌翼12が地盤中に没入した後に、
吐出口から土質安定剤を掘削土中に注出し、地盤
に没入した撹拌翼12により掘削土と土質安定剤
との撹拌混合を図る。さらに撹拌翼12を没入さ
せると、撹拌軸10の降下に追従して副撹拌軸2
0も降下し、撹拌翼12の上方に位置する副撹拌
翼22は地盤中に没入する。地盤中に没入した副
撹拌翼22は既に地盤中に没入している撹拌翼1
2と共に掘削土と土質安定剤との撹拌混合を図る
(第9図B)。このとき、撹拌翼12は低速回動す
るため、撹拌翼12に掘削土が付着したままで回
動して、掘削土と土質安定剤との撹拌混合が充分
に図れないことがある。しかし、撹拌翼12の上
方には高速回動する副撹拌翼22が位置するの
で、撹拌翼12に掘削土が付着しても、高速回動
する副撹拌翼22で撹拌翼12に付着した掘削土
を撹拌し得るので、掘削土と土質安定剤との撹拌
混合を良好にすることが可能となる。しかも、撹
拌時には掘削時程の高トルクが要求されないか
ら、小馬力の駆動装置でも高速回動させることが
でき、駆動装置の小型化、軽量化が可能となる。
After the stirring blades 12 are immersed into the ground,
The soil stabilizer is poured into the excavated soil from the discharge port, and the excavated soil and the soil stabilizer are stirred and mixed by the stirring blades 12 submerged in the ground. When the stirring blade 12 is further recessed, the sub-stirring shaft 2 follows the descent of the stirring shaft 10.
0 also descends, and the sub stirring blade 22 located above the stirring blade 12 sinks into the ground. The sub-agitating blade 22 that has sunk into the ground is the same as the stirring blade 1 that has already sunk into the ground.
2 and mix the excavated soil and soil stabilizer with stirring (Figure 9B). At this time, since the stirring blades 12 rotate at a low speed, the stirring blades 12 may rotate with the excavated soil attached to them, and the stirring and mixing of the excavated soil and the soil stabilizer may not be achieved sufficiently. However, since the auxiliary stirring blade 22 that rotates at high speed is located above the stirring blade 12, even if the excavated soil adheres to the stirring blade 12, the auxiliary stirring blade 22 that rotates at high speed removes the excavated soil that has adhered to the stirring blade 12. Since the soil can be stirred, it is possible to improve the stirring and mixing of the excavated soil and the soil stabilizer. Moreover, since high torque is not required during stirring as during excavation, even a small horsepower drive device can rotate at high speed, making it possible to reduce the size and weight of the drive device.

以上のような作動を連続的に行わせながら所定
の深さまで、掘削させると共に掘削土と土質安定
剤との撹拌混合を図り、所定の深さに到達する
と、撹拌翼12等の降下を終了させる(第9図
C)。そして、今度は、逆に撹拌翼12等を上昇
させる。このとき、撹拌翼12を回動させるが、
降下時と逆方向に回動させながら上昇させてもよ
い(第9図D)。上昇させるときには、撹拌翼1
2には掘削トルクが要求されないから、撹拌翼1
2を高速回動させることも可能である。このよう
な工程を経て、地盤中から撹拌翼12等を引き抜
く。この場合副撹拌翼22は撹拌翼12の昇降に
追従して上昇し地盤中から抜き出る。地盤中から
撹拌翼12等を抜くことにより作業は終了する
(第9図E)。そして、撹拌翼12等を引き抜いた
後には固結柱が造成されることになるのである。
The above-mentioned operations are continuously carried out to excavate to a predetermined depth, and the excavated soil and soil stabilizer are stirred and mixed, and when the predetermined depth is reached, the descent of the stirring blades 12, etc. is finished. (Figure 9C). Then, in turn, the stirring blades 12 and the like are raised. At this time, the stirring blades 12 are rotated,
It may also be raised while being rotated in the opposite direction to the direction in which it is lowered (FIG. 9D). When raising, stirrer blade 1
Since drilling torque is not required for 2, stirring blade 1
2 can also be rotated at high speed. After such a process, the stirring blades 12 and the like are pulled out from the ground. In this case, the auxiliary stirring blade 22 follows the rise and fall of the stirring blade 12, rises, and is extracted from the ground. The work is completed by removing the stirring blades 12 etc. from the ground (Fig. 9E). Then, after the stirring blades 12 and the like are pulled out, a consolidation column is created.

[発明の効果] 以上詳細な説明から明らかなように、この発明
の構成によれば、掘削土と土質安定剤との撹拌混
合は、低速回動する撹拌翼と該撹拌翼の上方に配
備した回動中心が撹拌軸の周囲を撹拌翼の回動速
度と同一速度で回動する位置に配備され高速回動
する副撹拌翼とによつてなされるので、例え掘削
土が低速回動する撹拌翼に付着しても、撹拌翼の
上方に配備した高速回動する副撹拌翼より撹拌翼
に付着した掘削土を確実に撹拌し得て、粘着の強
い土に対してもその撹拌混合を良好にすることが
できる。これと相俟つて、上記効果を達成するに
当り、掘削刃を備えた撹拌翼は低速回動するから
大きなトルクを有することとなり、駆動装置を大
型化することなく掘削に必要な所定のトルクを容
易に得ることができる。しかも、撹拌混合に際し
ては掘削時のような高トルクが要求されないか
ら、副撹拌翼を高速回動させる場合も、駆動装置
を大型化する必要がない。
[Effects of the Invention] As is clear from the above detailed description, according to the configuration of the present invention, the excavated soil and the soil stabilizer are mixed by stirring using a stirring blade that rotates at a low speed and a stirring blade placed above the stirring blade. This is achieved by the secondary stirring impeller, which rotates at high speed and is placed at a position where the center of rotation rotates around the stirring shaft at the same speed as the rotational speed of the stirring blade, so even if the excavated soil is rotated at a low speed, the stirring Even if it sticks to the blades, the sub-stirring blades that rotate at high speed and are placed above the stirring blades can reliably stir the excavated soil that has stuck to the stirring blades, and the agitation mix is good even for highly sticky soil. It can be done. In conjunction with this, in order to achieve the above effects, the stirring blade equipped with the digging blade rotates at a low speed, so it has a large torque, and the specified torque required for digging can be achieved without increasing the size of the drive device. can be obtained easily. Moreover, since high torque is not required during stirring and mixing as in the case of excavation, there is no need to increase the size of the drive device even when the sub-stirring blades are rotated at high speed.

このように駆動装置の大型化を阻止し得て、駆
動装置の大型化に伴う重量化、コスト高を回避で
きるのは勿論のこと、駆動装置の大型化等に伴う
駆動装置を支持する装置全体の大型化、重量化、
延いてはコスト高をも併せて未然に回避しながら
地盤中に地盤改良のための固結柱を造成すること
のできる効果を奏する。
In this way, it is possible to prevent the drive device from increasing in size, and it is possible to avoid the increase in weight and cost associated with the increase in the size of the drive device. The size and weight of
Moreover, it is possible to create consolidation pillars for ground improvement in the ground while avoiding high costs.

また、副撹拌翼の回動中心が撹拌軸の周囲を撹
拌翼の回動速度と同一速度で回動する位置に配備
され且つ副撹拌翼が高速回動することにより、副
撹拌翼が撹拌軸の周囲を回動しない、つまり特定
位置に静止して回動するものに比し、掘削土と土
質安定剤との撹拌混合を良好に果たし得て、実用
上有利である。
In addition, since the rotation center of the sub-stirring blade is arranged at a position where it rotates around the stirring shaft at the same speed as the rotational speed of the stirring blade, and the sub-stirring blade rotates at high speed, the sub-stirring blade rotates around the stirring shaft at a high speed. Compared to a device that does not rotate around the area, that is, a device that rotates while remaining stationary at a specific position, it is possible to better stir and mix the excavated soil and the soil stabilizer, which is advantageous in practice.

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

図面はこの発明に係る地盤改良工法及びその装
置の実施例を示すもので、第1図は第1実施例の
全体側面図、第2図は第1実施例の要部拡大図、
第3図は第2実施例の要部拡大図、第4図は第3
実施例の全体側面図、第5図は第3実施例の要部
拡大図、第6図は第4実施例の要部拡大図、第7
図は第1実施例の要部の横断面図、第8図は第3
実施例の要部の横断面図、第9図は作業工程の順
序を示す図である。 図中、2は無限軌道付自走車、4は支柱、6は
駆動装置、8は保持ガイド、10は撹拌軸、12
は撹拌翼、14は吐出口、16は掘削刃、18は
連結体、20は副撹拌軸、22は副撹拌翼、24
は副駆動装置、26は保持体である。
The drawings show an embodiment of the ground improvement method and its device according to the present invention, and FIG. 1 is an overall side view of the first embodiment, FIG. 2 is an enlarged view of the main parts of the first embodiment,
Fig. 3 is an enlarged view of the main parts of the second embodiment, and Fig. 4 is an enlarged view of the main parts of the second embodiment.
An overall side view of the embodiment, FIG. 5 is an enlarged view of the main parts of the third embodiment, FIG. 6 is an enlarged view of the main parts of the fourth embodiment, and FIG.
The figure is a cross-sectional view of the main part of the first embodiment, and Figure 8 is a cross-sectional view of the main part of the first embodiment.
FIG. 9, which is a cross-sectional view of the main part of the embodiment, is a diagram showing the order of work steps. In the figure, 2 is a self-propelled vehicle with track, 4 is a support, 6 is a drive device, 8 is a holding guide, 10 is a stirring shaft, 12
14 is a stirring blade, 14 is a discharge port, 16 is a digging blade, 18 is a connecting body, 20 is a sub-stirring shaft, 22 is a sub-stirring blade, 24
is an auxiliary drive device, and 26 is a holding body.

Claims (1)

【特許請求の範囲】 1 中空筒状の撹拌軸の先端部に掘削刃を備えた
撹拌翼を低速回動させて地盤を掘削し、次いで掘
削土中に土質安定剤を注入し、然る後掘削土と土
質安定剤とを低速回動する前記撹拌翼と回動中心
が前記撹拌軸の周囲を前記撹拌翼の回動速度と同
一速度で回動する位置に配備され高速回動する副
撹拌翼とで撹拌混合することを特徴とする地盤改
良工法。 2 昇降自在に支持された中空筒状の撹拌軸の先
端部に土質安定剤の吐出口と掘削刃を備えた低速
回動する撹拌翼とを設けると共に、前記撹拌翼の
昇降に追従し且つ回動中心が前記撹拌軸の周囲を
前記撹拌翼の回動速度と同一速度で回動する位置
に配備され高速回動する副撹拌翼を前記撹拌翼の
上方に配備したことを特徴とする地盤改良装置。
[Scope of Claims] 1. The ground is excavated by rotating at low speed a stirring impeller equipped with a digging blade at the tip of a hollow cylindrical stirring shaft, and then a soil stabilizer is injected into the excavated soil, and then a soil stabilizer is poured into the excavated soil. A sub-mixer that rotates excavated soil and soil stabilizer at a high speed and is arranged at a position where the agitation blade and rotation center rotate at the same speed as the rotation speed of the agitation blade around the agitation shaft. A soil improvement method characterized by stirring and mixing with blades. 2. A stirring blade that rotates at a low speed and is equipped with a soil stabilizer discharge port and a digging blade is provided at the tip of a hollow cylindrical stirring shaft that is supported so as to be able to rise and fall freely, and a stirring blade that rotates at a low speed and that follows the rise and fall of the stirring blade and rotates. A ground improvement characterized in that an auxiliary stirring blade whose rotating center rotates around the stirring shaft at the same speed as the rotational speed of the stirring blade and which rotates at high speed is placed above the stirring blade. Device.
JP22144483A 1983-11-26 1983-11-26 Method and apparatus for improving ground Granted JPS60115712A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22144483A JPS60115712A (en) 1983-11-26 1983-11-26 Method and apparatus for improving ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22144483A JPS60115712A (en) 1983-11-26 1983-11-26 Method and apparatus for improving ground

Publications (2)

Publication Number Publication Date
JPS60115712A JPS60115712A (en) 1985-06-22
JPS6411773B2 true JPS6411773B2 (en) 1989-02-27

Family

ID=16766827

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22144483A Granted JPS60115712A (en) 1983-11-26 1983-11-26 Method and apparatus for improving ground

Country Status (1)

Country Link
JP (1) JPS60115712A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0345168U (en) * 1989-09-11 1991-04-25

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62153413A (en) * 1985-12-25 1987-07-08 Nippon S Ii C Kk Improving work for soft ground
JPH03108027U (en) * 1990-10-17 1991-11-07

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5910187Y2 (en) * 1976-06-17 1984-03-30 株式会社竹中工務店 Chemical injection device for soil improvement kneading machine

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0345168U (en) * 1989-09-11 1991-04-25

Also Published As

Publication number Publication date
JPS60115712A (en) 1985-06-22

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