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JPS6248010B2 - - Google Patents
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JPS6248010B2 - - Google Patents

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Publication number
JPS6248010B2
JPS6248010B2 JP54158921A JP15892179A JPS6248010B2 JP S6248010 B2 JPS6248010 B2 JP S6248010B2 JP 54158921 A JP54158921 A JP 54158921A JP 15892179 A JP15892179 A JP 15892179A JP S6248010 B2 JPS6248010 B2 JP S6248010B2
Authority
JP
Japan
Prior art keywords
improvement agent
improver
soil
pipe
discharged
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
JP54158921A
Other languages
Japanese (ja)
Other versions
JPS5681714A (en
Inventor
Makoto Komura
Masaaki Fukuda
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.)
Toray Engineering Co Ltd
Original Assignee
Toyo Construction Co Ltd
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 Toyo Construction Co Ltd filed Critical Toyo Construction Co Ltd
Priority to JP15892179A priority Critical patent/JPS5681714A/en
Publication of JPS5681714A publication Critical patent/JPS5681714A/en
Publication of JPS6248010B2 publication Critical patent/JPS6248010B2/ja
Granted legal-status Critical Current

Links

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

Description

【発明の詳細な説明】 この発明は、海底等の軟弱地盤中にセメント系
その他の地盤改良剤を撹拌混合を与えつつ施用し
て、軟弱地盤を強化する深層混合処理工法を施工
するための深層混合処理機に、関するものであ
る。
DETAILED DESCRIPTION OF THE INVENTION The present invention provides a deep mixing treatment method for strengthening soft ground by applying cement-based and other ground improvement agents into soft ground such as on the seabed while stirring and mixing. This relates to a mixing processing machine.

従来の深層混合処理機を用いての施工時には、
該処理機下端の堀削及び撹拌機構における撹拌翼
の上部または下部に設けた改良剤吐出口から、対
象地盤中への処理機の貫入時或は同貫入後の引抜
き時の何れかにセメントミルク等の地盤改良剤を
吐出させて、該改良剤を土壌に撹拌混合して地盤
強化を図つていた。
When performing construction using a conventional deep mixing machine,
Cement milk is added either when the treatment machine penetrates into the target ground or when it is pulled out after penetration from the improver discharge port provided at the upper or lower part of the stirring blade in the excavation and stirring mechanism at the lower end of the treatment machine. In order to strengthen the ground, the soil improvement agent was discharged and stirred and mixed into the soil.

この発明の一つの目的とするところは、対象地
盤中への処理機の貫入時にも同貫入後の引抜き時
にも地盤改良剤を吐出可能として、セメントミル
ク等の地盤改良剤を従来の場合よりもずつと均一
に地盤中に撹拌混練することを可能とする、新規
な深層混合処理機を提供するにある。
One of the objects of this invention is to make it possible to discharge a soil improvement agent both when the treatment machine penetrates into the target ground and when it is pulled out after penetration, so that the soil improvement agent such as cement milk can be used more easily than in the conventional case. An object of the present invention is to provide a new deep mixing treatment machine that enables stirring and kneading into the ground in a uniform manner.

次に深層混合処理工法の施工に当り、改良剤施
用のために処理機が貫入せしめられる軟弱地盤の
最深部は、軟弱地盤と強固な地盤との境界部であ
つて土質的にかたく、そのような部分では地盤土
壌への改良剤の撹拌混合施用が不十分となりがち
であることから、上記最深部におき例えば1−2
mといつた高さ範囲で処理機を上下動させること
を数回にわたり繰返し、その間に改良剤の吐出施
用と土壌撹拌とを連続して行なつて、軟弱地盤最
深部への改良剤の十分な撹拌混合施用を達成する
ようにすることが、従来から行なわれて来てい
る。また軟弱地盤最上部の土質が浮泥のように非
常にやわらかい場合にも、上記したのと同様に改
良剤の吐出施用と土壌の撹拌とを連続して行ない
つつ処理機の上下動を繰返すことを、軟弱地盤最
上部において行なわれることが多い。そしてこの
ような場合に従来の深層処理機によれば、一の改
良剤吐出口から改良剤の吐出施用が行なわれるこ
とからして、作業能率が低く長い作業時間を要し
ていた。
Next, when implementing the deep mixing treatment method, the deepest part of the soft ground into which the treatment machine is penetrated to apply the improvement agent is the boundary between the soft ground and the strong ground, and is hard due to soil texture. For example, 1-2
The treatment machine is moved up and down several times over a height range of 500 m, and during this time the improver is continuously discharged and applied and the soil is stirred to ensure that the improver reaches the deepest part of the soft ground. Conventional practice has been to achieve a consistent agitated mixing application. Also, even if the soil at the top of the soft ground is very soft like floating mud, the treatment machine can be repeatedly moved up and down while continuously discharging the improving agent and stirring the soil in the same way as described above. This is often carried out at the top of soft ground. In such cases, according to the conventional deep treatment machine, the improving agent is discharged and applied from one improving agent discharge port, resulting in low working efficiency and a long working time.

この発明の他の目的とするところは、軟弱地盤
の最深部等で処理機を数回にわたり上下動させて
改良剤の十分な撹拌混合施用を図るとき、改良剤
を高割合で土壌中に施用して、作業能率を高め作
業時間を短縮させることとする、新規な深層混合
処理機を提供するにある。
Another object of the present invention is to apply the improving agent into the soil at a high rate when the treatment machine is moved up and down several times to sufficiently stir and mix the improving agent in the deepest part of soft ground. An object of the present invention is to provide a new deep mixing processing machine that improves work efficiency and shortens work time.

図示の実施例について、この発明に係る深層混
合処理機の構成を説明すると、先ず第1−5図に
示す第1の実施例において、第1,2図に示す1
は、打設管であり、この打設管1に適当数の軸受
2を介して複数本の伝動軸3が回転可能に支持さ
れている。各伝動軸3の下端には、下方側の堀削
兼撹拌翼4Aと上方側の適当枚数の撹拌翼4Bと
を装備する中空の撹拌軸5が、カツプリング6に
よつて連結されている。処理機の上端には油圧或
は電動モータと必要に応じて減速機とを備えてい
る駆動部7を設けてあり、各伝動軸3は該駆動部
7に対し、カツプリング8によつて連結され、回
転駆動を受け得るようになされている。また第
1,2図に示すように、打設管1に沿わせて中空
の改良剤注入管9を設けてあり、この改良剤注入
管9は特に、上下スライド可能に打設管1に支持
させてあり、打設管1の上端近くには、該改良剤
注入管9を上下スライドさせるための油圧シリン
ダ10が設けられている。改良剤注入管9の上端
部には、ゴムホースより成る改良剤給送管11を
接続してある。各撹拌軸5の下端には下部改良剤
吐出口12を形成してあり、また改良剤注入管9
の下端部は、打設管1に沿わせ該管1に固定して
あるバルブケース13内へと挿入されていて、該
バルブケース13の下面に固定して改良剤注入管
9の延長線上に設けた改良剤吐出管14の下端に
は、上部改良剤吐出口15を形成してある。各撹
拌軸5の上端部にはスイベル装置16を設けてあ
り、バルブケース13内とこのスイベル装置16
内とがゴムホースより成る接続管17により接続
されている。
To explain the configuration of the deep mixing processing machine according to the present invention with regard to the illustrated embodiments, first, in the first embodiment shown in FIGS. 1-5,
1 is a driving pipe, and a plurality of transmission shafts 3 are rotatably supported on this driving pipe 1 via an appropriate number of bearings 2. A hollow stirring shaft 5 equipped with a lower digging/stirring blade 4A and an appropriate number of upper stirring blades 4B is connected to the lower end of each transmission shaft 3 by a coupling 6. A drive section 7 equipped with a hydraulic or electric motor and a speed reducer as necessary is provided at the upper end of the processing machine, and each transmission shaft 3 is connected to the drive section 7 by a coupling 8. , so that it can receive rotational drive. In addition, as shown in FIGS. 1 and 2, a hollow improving agent injection tube 9 is provided along the casting pipe 1, and this improving agent injection tube 9 is particularly supported on the casting pipe 1 so that it can slide up and down. A hydraulic cylinder 10 is provided near the upper end of the casting pipe 1 for sliding the improving agent injection pipe 9 up and down. A improver feed pipe 11 made of a rubber hose is connected to the upper end of the improver injection pipe 9. A lower improver discharge port 12 is formed at the lower end of each stirring shaft 5, and a improver injection pipe 9 is formed at the lower end of each stirring shaft 5.
The lower end portion is inserted into a valve case 13 that is fixed to the pouring pipe 1 along the pouring pipe 1, and is fixed to the lower surface of the valve case 13 and placed on an extension of the improving agent injection pipe 9. An upper improver discharge port 15 is formed at the lower end of the improver discharge pipe 14 provided. A swivel device 16 is provided at the upper end of each stirring shaft 5.
The inner and outer parts are connected by a connecting pipe 17 made of a rubber hose.

前記したスライド可能な改良剤注入管9の下端
部とバルブケース13とでもつて、次のような多
段切替えバルブ18が、構成されている。すなわ
ち、第3図に示すようにバルブケース13の中途
には、第3図ではそのうちの1個のみを示す管接
続部13aを形成してあつて、各スイベル装置1
6へと接続される前記の各接続管17は、バルブ
ケース13内へと開口させてある該管接続部13
aでもつてバルブケース13へ接続することと、
してある。また前記した改良剤吐出管14は、バ
ルブケース13下端に形成せるフランジ13bに
吐出管14上端に形成せるフランジ14aを、シ
ールリング19を介してフランジ合せした上で、
連結具20により両フランジ13b,14a間を
連結して、バルブケース13に連結されている
が、上記したフランジ14aの上面には、バルブ
ケース13内へ突出する突出部21を一体形成し
てあり、この突出部21にバルブケース13内を
改良剤吐出管14内へと連通させる放射方向の連
通穴21aを適当数形成すると共に、該突出部2
1の上面に円形の凹溝を形成して、該凹溝内にゴ
ム等よりなるシール板22を嵌合してある。さら
にバルブケース13の内周面上には、前記管接続
部13aの内面側で環状凸部13cを、また該環
状凸部13cよりも適当距離下方位で他の環状凸
部13dを、それぞれ一体形成してあり、改良剤
注入管9の挿入口を形成してあるバルブケース1
3頂壁の内面と上記環状凸部13cの上面及び下
面と上記他の環状凸部13dの上面とにはそれぞ
れ、ゴム等より成るシールリング23,24,2
5,26を焼付け等で貼着してある。そしてバル
ブケース13内に臨む改良剤注入管9下端部に
は、第3図aに示すように注入管9を最大限に上
方スライドさせたときにはシールリング23及び
25にそれぞれ上面を密接し第3図cに示すよう
に注入管9を最大限に下方スライドさせたときは
シールリング24,26にそれぞれ下面を密接す
る上下の環状凸部9a及び9bを、外周面上に一
体形成して設けてあると共に、上下の連通穴9c
及び9dであつて、第3図aに示すように注入管
9を最大限に上方スライドさせたときは両連通穴
9c,9dが共にシールリング23,24間でバ
ルブケース13内に開口し、また第3図bに示す
ように注入管9を第3図a,cの中間にスライド
位置させた状態では下方側の連通穴9dが管接続
部13a内と連通すると共に、第3図cに示すよ
うに注入管9を最大限に下方スライドさせたとき
は上方側の連通穴9cが管接続部13a内に連通
するように、配置されている上下の連通穴9c及
び9dを、形成してある。さらに前記したシール
板22は、第3図cに示すように注入管9を最大
限に下方スライドさせたときに該注入管9の下端
がシール板22に圧接して、注入管9の下端が閉
封されることとなる位置に配して、設けられてい
る。
The lower end of the slidable improver injection pipe 9 and the valve case 13 constitute a multi-stage switching valve 18 as described below. That is, as shown in FIG. 3, a pipe connection portion 13a, only one of which is shown in FIG. 3, is formed in the middle of the valve case 13, and each swivel device 1
Each of the connecting pipes 17 connected to the valve case 13 is connected to the pipe connecting part 13 which is opened into the valve case 13.
Connecting to the valve case 13 with a,
It has been done. In addition, the above-mentioned improver discharge pipe 14 is constructed by joining the flange 14a formed at the upper end of the discharge pipe 14 to the flange 13b formed at the lower end of the valve case 13 via a seal ring 19, and then
Both flanges 13b and 14a are connected to the valve case 13 by a connector 20, and a protrusion 21 that protrudes into the valve case 13 is integrally formed on the upper surface of the flange 14a. A suitable number of radial communication holes 21a are formed in this protrusion 21 to communicate the inside of the valve case 13 to the inside of the improver discharge pipe 14, and the protrusion 2
A circular groove is formed on the upper surface of the housing 1, and a sealing plate 22 made of rubber or the like is fitted into the groove. Further, on the inner circumferential surface of the valve case 13, an annular protrusion 13c is integrally formed on the inner surface side of the pipe connecting portion 13a, and another annular protrusion 13d is integrally formed at an appropriate distance below the annular protrusion 13c. A valve case 1 is formed and has an insertion port for the improving agent injection pipe 9.
3 Seal rings 23, 24, 2 made of rubber or the like are provided on the inner surface of the top wall, the upper and lower surfaces of the annular projection 13c, and the upper surface of the other annular projection 13d, respectively.
5 and 26 are attached by baking or the like. At the lower end of the improver injection pipe 9 facing into the valve case 13, there is a third valve whose upper surface is in close contact with the seal rings 23 and 25, respectively, when the injection pipe 9 is slid upward to the maximum extent as shown in FIG. 3a. As shown in Fig. c, when the injection tube 9 is slid downward to the maximum extent, upper and lower annular convex portions 9a and 9b are integrally formed on the outer peripheral surface of the seal rings 24 and 26, respectively, so that the lower surfaces of the seal rings 24 and 26 come into close contact with each other. There is also an upper and lower communication hole 9c
and 9d, when the injection tube 9 is slid upward to the maximum extent as shown in FIG. Further, as shown in FIG. 3b, when the injection tube 9 is slid to the intermediate position between FIG. 3a and FIG. As shown, the upper and lower communication holes 9c and 9d are arranged so that when the injection tube 9 is slid downward to the maximum, the upper communication hole 9c communicates with the inside of the pipe connection part 13a. be. Furthermore, as shown in FIG. 3c, when the injection tube 9 is slid downward to the maximum extent, the lower end of the injection tube 9 comes into pressure contact with the seal plate 22, and the lower end of the injection tube 9 It is arranged and provided at a position where it will be closed.

多段切替えバルブ18は、上記構造のものとさ
れているから、第3図aに示すように改良剤注入
管9を最大限に上方スライドさせた状態では、連
通穴9c,9dからバルブケース13内に出る地
盤改良剤はシールリング23,24間で該ケース
13内に閉込められ、注入管9下端よりバルブケ
ース13内に出る地盤改良剤は、突出部21の連
通穴21aから改良剤吐出管14内へと流入せし
められる。また第3図bに示すように改良剤注入
管9を第3図a,cの中間位置へとスライド変位
させた状態では、下方側の連通穴9dから管接続
部13a内へと地盤改良剤が流出して、前記接続
管17及びスイベル装置16内を経て撹拌軸5内
へと流入せしめられると共に、注入管9下端より
バルブケース13内に出る地盤改良剤が、突出部
21の連通穴21aから改良剤吐出管14内へと
流入せしめられる。さらに第3図cに示すように
改良剤注入管9を最大限に下方スライドさせた状
態では、上方側の連通穴9cから管接続部13d
内へと地盤改良剤が流出して、前記接続管17及
びスイベル装置16内を経て撹拌軸5内へと流入
せしめられ、また下方側の連通穴9dからバルブ
ケース13内に出る地盤改良剤はシールリング2
5,26間で該ケース13内に閉込められると共
に、注入管9下端がシール板22により閉封され
て、改良剤吐出管14内への地盤改良剤の流入は
起らない。すなわち、図示の多段切替えバルブ1
8は地盤改良剤を、改良剤吐出管14内のみに流
入させ該吐出管14下端の上部改良剤吐出口15
のみから吐出させることと、撹拌軸4内のみに流
入させ該撹拌軸4下端の下部改良剤吐出口12の
みから吐出させることと、改良剤吐出管14内と
撹拌軸5内とに流入させ上部改良剤吐出口15と
下部改良剤吐出口12との両者から吐出させるこ
ととを、択一的に行なえるように、構成されてい
るのである。多段切替えバルブ18を上記のよう
な3作用状態間で切替えることは、前記したよう
に油圧シリンダ10により改良剤注入管9を選択
的に上下スライド変位させることによつて、行な
われる。油圧シリンダ10には、第1図に示すよ
うにリミツトスイツチ機構27を附設してあり、
該リミツトスイツチ機構27により改良剤注入管
9が第3図a,bもしくはcに図示の位置に到達
したことを検出して、油圧シリンダ10の駆動を
停止させる。
Since the multi-stage switching valve 18 has the above structure, when the improver injection pipe 9 is slid upward to the maximum extent as shown in FIG. The soil improvement agent that comes out is trapped in the case 13 between the seal rings 23 and 24, and the soil improvement agent that comes out into the valve case 13 from the lower end of the injection pipe 9 is sent from the communication hole 21a of the protrusion 21 to the improvement agent discharge pipe. 14. In addition, as shown in FIG. 3b, when the soil improvement agent injection pipe 9 is slid to the intermediate position between FIGS. flows out and flows into the stirring shaft 5 through the connection pipe 17 and the swivel device 16, and the soil improvement agent that comes out into the valve case 13 from the lower end of the injection pipe 9 flows through the communication hole 21a of the protrusion 21. The improving agent is caused to flow into the improving agent discharge pipe 14 from there. Further, as shown in FIG. 3c, when the improving agent injection tube 9 is slid downward to the maximum extent, the pipe connecting portion 13d is connected to the upper communication hole 9c.
The soil improving agent flows out into the agitating shaft 5 through the connecting pipe 17 and the swivel device 16, and the soil improving agent exits into the valve case 13 from the lower communicating hole 9d. Seal ring 2
5 and 26 within the case 13, and the lower end of the injection pipe 9 is sealed by the seal plate 22, so that the soil improvement agent does not flow into the improvement agent discharge pipe 14. That is, the illustrated multistage switching valve 1
8 allows the soil improvement agent to flow only into the improvement agent discharge pipe 14 through the upper improvement agent discharge port 15 at the lower end of the discharge pipe 14.
The improver is discharged only from the stirring shaft 4, and the improver is discharged only from the lower improving agent outlet 12 at the lower end of the stirring shaft 4. It is configured so that it can be selectively discharged from both the improver discharge port 15 and the lower improver discharge port 12. Switching the multi-stage switching valve 18 between the three operating states as described above is performed by selectively vertically sliding the improver injection pipe 9 using the hydraulic cylinder 10, as described above. The hydraulic cylinder 10 is equipped with a limit switch mechanism 27 as shown in FIG.
The limit switch mechanism 27 detects that the improving agent injection pipe 9 has reached the position shown in FIGS. 3a, b, or c, and stops driving the hydraulic cylinder 10.

各撹拌軸5下端の下部改良剤吐出口12は、単
に開口しただけのものとも出来るが、該吐出口1
2からの地盤改良剤の非吐出時に土壌が撹拌軸5
内に入り込むことを防止するために、次のような
逆止弁機構を備えたものともできる。すなわち、
第4,5図に示すように、各撹拌軸5の下端に配
設した円錐状のヘツド28の上面に略半球状のシ
ール部材28aを装備させると共に、撹拌軸5中
空部の下端部分をやや径大ととして、同中空部下
端周縁を、第4図に示すようにシール部材28a
が中空部内に若干量臨んだ状態で密接し得る弁座
29に、形成する。そしてヘツド28の外周に溶
着して突設した適当数の取付板30にそれぞれ、
直立状のピン31を固定し、撹拌軸5下端部の外
周に溶着して突設した同個数の支持筒32に上記
ピン31を挿通して、支持筒32上面のバネ受リ
ング33とピン31上端部に螺合したナツト34
にて抜止めされた他のバネ受リング35間で各ピ
ン31上に圧縮スプリング36を配設し、この圧
縮スプリング36によりピン31を介してヘツド
28を上方向きに移動附勢させて、シール部材2
8aを弁座29に密接させ、改良剤非吐出時に撹
拌軸5下端の改良剤吐出口12を閉塞する構成
と、するのである。この構成で、地盤改良剤を撹
拌軸5内へと前記のように流入させるときは、該
改良剤の供給圧力によりシール部材28aを押さ
れてヘツド28が、スプリング36力に抗して下
方変位せしめられ、下部改良剤吐出口12が開放
される。圧縮スプリング36によるシール力は、
ナツト34を螺廻してピン31上で上下させるこ
とにより、調整できる。
The lower improver discharge port 12 at the lower end of each stirring shaft 5 may be simply opened, but the discharge port 1
When the soil conditioner from 2 is not discharged, the soil is stirred by the stirring shaft 5.
In order to prevent it from getting inside, it may be equipped with the following check valve mechanism. That is,
As shown in FIGS. 4 and 5, a substantially hemispherical sealing member 28a is provided on the upper surface of the conical head 28 disposed at the lower end of each stirring shaft 5, and the lower end portion of the hollow portion of the stirring shaft 5 is slightly closed. As shown in FIG.
The valve seat 29 is formed in such a way that the valve seat 29 can be brought into close contact with the valve seat 29 in a state in which the valve seat 29 faces slightly into the hollow portion. Then, on a suitable number of mounting plates 30 welded and protruding from the outer periphery of the head 28,
Upright pins 31 are fixed, and the pins 31 are inserted into the same number of support cylinders 32 that are welded and protruded from the outer periphery of the lower end of the stirring shaft 5, and the spring bearing ring 33 on the upper surface of the support cylinder 32 and the pins 31 are inserted. Nut 34 screwed into the upper end
A compression spring 36 is disposed on each pin 31 between the other spring bearing rings 35 which are prevented from coming out, and the compression spring 36 moves and biases the head 28 upward via the pin 31, thereby sealing. Part 2
8a is brought into close contact with the valve seat 29 to close the improving agent discharge port 12 at the lower end of the stirring shaft 5 when the improving agent is not being discharged. With this configuration, when the ground improvement agent is caused to flow into the stirring shaft 5 as described above, the sealing member 28a is pushed by the supply pressure of the improvement agent, and the head 28 is displaced downward against the force of the spring 36. The lower improving agent discharge port 12 is opened. The sealing force by the compression spring 36 is
Adjustment can be made by turning the nut 34 and moving it up and down on the pin 31.

第1−5図に図示の第1の実施例に係る深層混
合処理機は、以上に説明して来たように構成され
ているから、この処理機を、例えば前記駆動部7
で作業船のクレーン等に懸垂支持させて、海底等
の軟弱地盤強化のために深層混合処理工法を施工
するにあたり、次のような態様で同施工を行なえ
る。すなわち、第6図はそのような施工態様の一
例を示すものであつて、この第6図に図示の場合
には、駆動部7による駆動で伝動軸3を介し撹拌
軸5とその上の翼4A,4Bを常に回転させなが
ら処理が行なわれるが、先ず、改良剤給送管11
よりセメントミルク等の地盤改良剤を給送し、多
段切替えバルブ18は第3図cに示す状態に切替
えておいて、撹拌軸5端の下部改良剤吐出口12
から該地盤改良剤を吐出させつつ、第6図aに示
すように対象軟弱地盤の表面から第6図bに示す
安定地盤上に達する深さまで、処理機を対象地盤
中に打設貫入させる。このときは、処理機の貫入
により形成されたパイルの全深さにわたり、地盤
改良剤が地盤中に吐出供給される。次に、第6図
b,cに示すように、第6図bに示す最深貫入状
態で改良剤吐出管14端の上部改良剤吐出口15
が位置する高さ位置にほぼ相当する距離l1だけ、
改良剤給送管11からの地盤改良剤の結送を停止
した状態の下で、処理機を引抜いて、第6図cに
示す状態へともたらす。次に、第6図cに示すよ
うに、改良剤給送管11からの地盤改良剤の給送
を行なつて撹拌軸5端の下部改良剤吐出口12か
らの地盤改良剤の吐出を行なわせつつ、前回の引
抜き距離l1だけ処理機を再貫入させて、第6図d
に示す状態へともたらす。このときは、前記パイ
ルにおける最深部の距離l1の範囲には、地盤改良
剤が2回にわたり吐出供給されたことになる。第
6図dに示す状態から、今度は多段切替えバルブ
18を第3図aに示す状態へと切替えて、改良剤
給送管11からの地盤改良剤の給送は継続して、
第6図eに示すように改良剤吐出管14端の上部
改良剤吐出口15から地盤改良剤を吐出させつ
つ、処理機を引抜いていつて、第6図fに示すよ
うに、距離l2だけの引抜きを行なう。この引抜き
は、第6図fに示すように、改良剤吐出管14端
の上部改良剤吐出口15が対象地盤の表面位に達
するまで行なわれ、第6図eの状態から第6図f
の状態にまで引抜きが行なわれる間の上部改良剤
吐出口15からの改良剤吐出で、上記の距離l2
範囲にも2回目の改良剤吐出供給が行なわれたこ
とになる。次に、多段切替えバルブ18を第3図
aに図示の状態から第3図cに示す状態へと切替
えて、第6図fに示すように上部改良剤吐出口1
5からの改良剤吐出を停止させると共に第6図g
に示すように下部改良剤吐出口12から改良剤吐
出を行ないつつ、第6図gに示すように下部改良
剤吐出口12が対象地盤の表面位に達するまで、
距離l3の処理機引抜きを行なう。このときは、下
部改良剤吐出口12からの2回目の改良剤吐出供
給で、図示距離l3の範囲にも地盤改良剤が2回に
わたり吐出供給されたこととなる。次に、改良剤
給送管11からの地盤改良剤の給送を停止し、第
6図hに示すように、上下の両改良剤吐出口1
2,15からの改良剤吐出を停止した状態で、上
記の距離l3だけの処理機再貫入を行なう。その後
に再び、改良剤吐出停止状態のままで距離l3だけ
処理機を引抜いて、第6図iに示す状態へともた
らし、1サイクルの深層混合処理を完了する。
Since the deep mixing processing machine according to the first embodiment illustrated in FIGS. 1-5 is configured as described above, this processing machine may be
When carrying out the deep mixing treatment method to strengthen soft ground such as on the seabed by suspending it from a crane of a work boat, the same construction can be carried out in the following manner. That is, FIG. 6 shows an example of such a construction mode, and in the case shown in FIG. Processing is carried out while constantly rotating 4A and 4B, but first, the improver feed pipe 11
A soil conditioner such as cement milk is fed from the bottom conditioner outlet 12 at the end of the stirring shaft 5, with the multi-stage switching valve 18 switched to the state shown in FIG. 3c.
While discharging the ground improvement agent from the base, the treatment machine is driven and penetrated into the target ground from the surface of the target soft ground as shown in FIG. 6a to the depth reaching the stable ground shown in FIG. 6b. At this time, the soil improvement agent is discharged and supplied into the ground over the entire depth of the pile formed by the penetration of the treatment machine. Next, as shown in FIGS. 6b and 6c, the upper improver discharge port 15 at the end of the improver discharge pipe 14 is in the deepest penetration state shown in FIG. 6b.
By a distance l 1 approximately corresponding to the height position where is located,
With the flow of soil improvement agent from the improvement agent feed pipe 11 stopped, the processor is pulled out and brought to the state shown in FIG. 6c. Next, as shown in FIG. 6c, the soil improving agent is fed from the improving agent feeding pipe 11 and is discharged from the lower improving agent outlet 12 at the end of the stirring shaft 5. While re-penetrating the processing machine by the previous pulling distance l 1 ,
bring about the state shown in At this time, the ground improvement agent was discharged and supplied twice to the distance l 1 of the deepest part of the pile. From the state shown in FIG. 6d, the multistage switching valve 18 is now switched to the state shown in FIG. 3a, and the soil improvement agent is continued to be fed from the improvement agent feed pipe 11.
While discharging the soil improvement agent from the upper improvement agent discharge port 15 at the end of the improvement agent discharge pipe 14 as shown in FIG. 6e, the treatment machine is pulled out, and as shown in FIG. Perform the extraction only. This pulling out is performed until the upper improving agent discharge port 15 at the end of the improving agent discharge pipe 14 reaches the surface level of the target ground, as shown in FIG. 6 f, and from the state shown in FIG.
By discharging the improver from the upper improver discharge port 15 while the drawing is being carried out to the state shown in FIG . Next, the multi-stage switching valve 18 is switched from the state shown in FIG. 3a to the state shown in FIG.
Stopping the improving agent discharge from 5 and Fig. 6g.
While discharging the improving agent from the lower improving agent outlet 12 as shown in FIG.
The processor pulls out the distance l 3 . At this time, with the second discharge and supply of the soil improvement agent from the lower improvement agent discharge port 12, the soil improvement agent is also discharged and supplied twice to the range of the illustrated distance l3 . Next, the supply of the ground improvement agent from the improvement agent supply pipe 11 is stopped, and as shown in FIG. 6h, both the upper and lower improvement agent discharge ports 1
With the improver discharge from ports 2 and 15 stopped, re-penetration into the processor is carried out by the distance l3 described above. Thereafter, the processor is again pulled out a distance l 3 while the improver discharge is stopped, and the state shown in FIG. 6i is reached, completing one cycle of deep mixing treatment.

以上のようにして地盤改良処理を行なうとき
は、上記のように打設パイルの全深さにわたり地
盤改良剤が2回にわたり吐出施用され、また翼4
A,4B回転でパイルの全深さにわたり複数回の
撹拌混合が繰返されて、セメントミルク等の地盤
改良剤が、高割合で対象地盤中に供給され該地盤
中に極めて均一に撹拌混練される。
When carrying out the soil improvement treatment as described above, the soil improvement agent is discharged twice over the entire depth of the pile as described above, and the blade
Stirring and mixing are repeated multiple times over the entire depth of the pile using A and 4B rotations, and a high proportion of the ground improvement agent such as cement milk is supplied into the target ground and stirred and kneaded into the ground extremely uniformly. .

そして、前記した多段切替えバルブ18が、こ
れを第3図bに図示の状態へと切替えることで、
改良剤吐出管14端の上部改良剤吐出口15から
も撹拌軸5端の下部改良剤吐出口12からも地盤
改良剤を吐出させ得るものに、構成されているか
ら、この発明に係る深層混合処理機は、第6図に
図示し先に説明した態様で使用しうる他、次のよ
うな態様でも使用できるものとなつている。
Then, the multistage switching valve 18 described above switches this to the state shown in FIG. 3b, so that
Since the soil improvement agent is configured to be able to be discharged from both the upper improvement agent discharge port 15 at the end of the improvement agent discharge pipe 14 and the lower improvement agent discharge port 12 at the end of the stirring shaft 5, the deep mixing according to the present invention In addition to being usable in the manner shown in FIG. 6 and described above, the processor can also be used in the following manner.

すなわち第12図は、土質的にかたい軟弱地盤
最深部で処理機の上下動を繰返して地盤改良剤の
十分な混合施用を図る場合の施工態様を示してお
り、処理機は例えば1−2mといつた上下巾l′
の範囲で繰返し上下動せしめられる。第12図a
に示すように処理機を所定深さまで対象地盤中に
貫入させた上で、位置検出機構を構成する前記リ
ミツトスイツチ機構27による制御下で前記油圧
シリンダ10を作動させ、多段切替えバルブ18
を上下の両改良剤吐出口15,12から共に地盤
改良剤を吐出する位置(第3図bに図示の位置)
へと変位させる。そして第12図a,eに示す下
限位置と第12図cに示す上下位置との間で、つ
まり上記した上下巾l′の範囲で、処理機を第1
2図b−eに示すように、両吐出口15,12か
ら地盤改良剤を吐出させつつ、且つ、撹拌軸5の
回転により土壌に撹拌を与えつつ、上下動させる
ことを繰返すのである。処理機の上下動は、例え
ば約0.5−1m/分といつた速度で行なわれ、例
えば約5−15分間、繰返される。
In other words, Figure 12 shows the construction mode in which the treatment machine is repeatedly moved up and down in the deepest part of soft and hard soil to thoroughly mix and apply the soil improvement agent. Upper and lower width l' 1
It is repeatedly moved up and down within the range of . Figure 12a
As shown in FIG. 2, after the processing machine penetrates into the target ground to a predetermined depth, the hydraulic cylinder 10 is operated under the control of the limit switch mechanism 27 constituting the position detection mechanism, and the multi-stage switching valve 18 is activated.
The position where the soil improvement agent is discharged from both the upper and lower improvement agent discharge ports 15 and 12 (the position shown in Fig. 3b)
Displace it to. Then, between the lower limit positions shown in FIGS. 12a and 12e and the upper and lower positions shown in FIG .
As shown in FIGS. 2b and 2e, the soil is repeatedly moved up and down while discharging the soil conditioner from both discharge ports 15 and 12 and stirring the soil by rotating the stirring shaft 5. The up and down movement of the processor is carried out at a speed of, for example, about 0.5-1 m/min, and is repeated for, for example, about 5-15 minutes.

セメントミルク等の地盤改良剤は、それを土壌
中に施用した後、比較的早期に土壌に混合しない
と改良剤自体で固化して土壌改良機能を発揮しな
くなるが、上下巾l′が小さいこと、そして貫入
時にも引抜き時にも上方側の改良剤吐出口15か
ら吐出される地盤改良剤は撹拌部にて撹拌中の土
壌に対し施用されることからして、上記態様での
改良剤施用を行なつても地盤改良剤の機能が実質
上阻害されない。そして軟弱地盤最深部で第12
図に図示の態様の施工を行なうとき、上下の改良
剤吐出口15,12からの吐出により地盤改良剤
が高割合で土壌に施用されるから、地盤最深部の
意図する地盤強化度が早期に得られて、作業時間
が短縮されることとなる。
If a ground improvement agent such as cement milk is not mixed into the soil relatively early after being applied, it will harden by itself and will no longer function as a soil improvement agent, but the top and bottom width l' 1 is small. In addition, since the ground improvement agent discharged from the improvement agent discharge port 15 on the upper side during both penetration and withdrawal is applied to the soil being stirred in the stirring section, the improvement agent application in the above mode is Even if this is done, the function of the ground improvement agent is not substantially inhibited. And the 12th place in the deepest part of the soft ground
When carrying out construction in the manner shown in the figure, a high proportion of the ground improvement agent is applied to the soil by discharge from the upper and lower improvement agent discharge ports 15 and 12, so that the intended degree of soil reinforcement in the deepest part of the ground can be achieved at an early stage. This results in a reduction in working time.

軟弱地盤最上部の土質が浮泥のように非常にや
わらかい場合であつて、各サイクルの施工最終過
程で地盤最上部におき処理機の上下動を繰返す場
合も、上に説明したのと同様の態様で上下の改良
剤吐出口15,12から同時に地盤改良剤を吐出
させつつ処理機の上下動を繰返すことで、同様に
作業時間を短縮できる。
If the soil at the top of the soft ground is very soft like floating mud, and the processing machine is placed at the top of the ground and is moved up and down repeatedly in the final construction process of each cycle, the same method as explained above can be applied. By repeatedly moving the processing machine up and down while simultaneously discharging the soil improvement agent from the upper and lower improvement agent discharge ports 15 and 12, the working time can be similarly shortened.

次に、第7−11図に示す第2の実施例につい
て説明すると、この第2の実施例では第7−9図
に示すように、打設管1にそれぞれ適当数の軸受
2を介して支持させてある2本の伝動軸3の下端
にカツプリング6にて連結してある2本の撹拌軸
5の他に、打設管1内を貫通させてある伝動軸
3′の下端にカツプリング6′にて連結してある他
1本の撹拌軸5′を設け、前者の撹拌軸5′には堀
削兼撹拌翼4Aと撹拌翼4Bとを、またやや短長
のものとされた後者の撹拌軸5′には撹拌翼4B
のみを、第9図に示すように各撹拌軸5上の翼4
A,4Bの回転軌跡と撹拌軸5′上の翼4Bの回
転軌跡とが平面視でみて一部オーバーラツプする
ように図つて、それぞれ装着している。伝動軸
3,3′を介し撹拌軸5,5′を回転駆動するため
には、処理機の上端に配して前記のものに類する
駆動部7が設けられているが、第2の実施例で
は、多段切替えバルブ18′が、該駆動部7に支
持させて、設けられている。各伝動軸3は、長さ
方向で複数部分に分割され該分割部分間を連結し
て構成されているが、最下端の伝動軸部分3aは
中空状に形成されていて、該各伝動軸部分3a上
にスイベル装置16を設け、多段切替えバルブ1
8′と該スイベル装置16間を、両端に屈曲可能
部分を備えていて打設管1に固定支持させてある
接続管17′により接続して、多段切替えバルブ
18′から該接続管17′及びスイベル装置16内
を介し中空状の伝動軸部分3a内へと地盤改良剤
を送り、該伝動軸部分3a内から中空状の撹拌軸
5内を経て該撹拌軸5の下部改良剤吐出口12か
ら、改良剤を吐出可能としている。また上端の屈
曲可能部分で多段切替えバルブ18′へと接続さ
れている2本の改良剤吐出管14′を、打設管1
に固定支持させて設け、該吐出管14′下端の上
部改良剤吐出口15を、撹拌翼4Bよりも上方に
位置させている。
Next, the second embodiment shown in Figs. 7-11 will be explained. In this second embodiment, as shown in Figs. In addition to the two stirring shafts 5 connected to the lower ends of the two supported transmission shafts 3 with couplings 6, a coupling 6 is attached to the lower end of the transmission shaft 3' that passes through the pouring pipe 1. There is another stirring shaft 5' connected to the shaft 5', and the former stirring shaft 5' is equipped with a digging/stirring blade 4A and a stirring blade 4B, and the latter, which is slightly shorter in length, is equipped with a digging and stirring blade 4A and a stirring blade 4B. A stirring blade 4B is attached to the stirring shaft 5'.
Only the blades 4 on each stirring shaft 5 as shown in FIG.
The rotary loci of the blades A and 4B and the rotary locus of the blade 4B on the stirring shaft 5' partially overlap when viewed from above, respectively. In order to rotationally drive the stirring shafts 5, 5' via the transmission shafts 3, 3', a drive section 7 similar to the one described above is provided at the upper end of the processing machine. Here, a multi-stage switching valve 18' is supported by the drive section 7. Each transmission shaft 3 is divided into a plurality of parts in the length direction and the divided parts are connected to each other, and the lowermost transmission shaft part 3a is formed in a hollow shape, and each transmission shaft part A swivel device 16 is provided on 3a, and the multistage switching valve 1
8' and the swivel device 16 are connected by a connecting pipe 17' which has bendable parts at both ends and is fixedly supported on the casting pipe 1, and the connecting pipe 17' and the swivel device 16 are connected from the multi-stage switching valve 18' to the connecting pipe 17' and The soil improvement agent is sent into the hollow transmission shaft portion 3a through the swivel device 16, and from the transmission shaft portion 3a through the hollow stirring shaft 5 and from the lower improvement agent discharge port 12 of the stirring shaft 5. , the improving agent can be discharged. In addition, the two improver discharge pipes 14' connected to the multi-stage switching valve 18' at the bendable part at the upper end are connected to the casting pipe 1.
The upper improver discharge port 15 at the lower end of the discharge pipe 14' is located above the stirring blade 4B.

この第2の実施例では、多段切替えバルブ1
8′に接続して、第7図に示すように2本の改良
剤給送管11が設けられているが、多段切替えバ
ルブ18′は、次のようなロータリーバルブに構
成されている。すなわち、第10図に示すよう
に、該バルブ18′は、バルブケース40にロー
タ41を回転変位可能に嵌挿して構成されてお
り、バルブ18′軸線方向の一半部と他半部とで
それぞれ、1本の改良剤給送管11と1本宛の接
続管17′及び改良剤吐出管14′との間の導通、
遮断をコントロールすることとしてある。そし
て、該各バルブ半部において、改良剤給送管11
を接続される入口ポート42と改良剤吐出管1
4′を接続される出口ポート43及び接続管1
7′を接続される他の出口ポート44とを、バル
ブケース40に形成すると共に、2個の切欠き溝
45,46と該両切欠き溝45,46間を連通さ
せる連通穴47を、ロータ41に形成している。
そして各ポート42,43,44の形成位相と各
切欠き溝45,46の形成角度範囲とは、第10
図aに示すロータ41の回転位相では、切欠き溝
45が入口ポート42と対面すると共に切欠き溝
46が出口ポート43と対面して、入口ポート4
2と出口ポート43間が切欠き溝45、連通穴4
7及び切欠き溝46を介して連通せしめられ、ま
た第10図bに示すロータ41の回転位相では、
切欠き溝45が入口ポート42と出口ポート44
とにまたがつて対面すると共に切欠き溝46が出
力ポート43に対面して、入口ポート42が、切
欠き溝45、連通穴47及び切欠き溝46を介し
て出口ポート43へと連通せしめられると共に切
欠き溝45を介して他の出口ポート44へと連通
せしめられ、さらに第10図cに示すロータ41
の回転位相では、切欠き溝45が入口ポート42
と出口ポート44とにまたがつて対面すると共に
切欠き溝46は出口ポート43位置を外れて、入
口ポート42と出口ポート44間が切欠き溝45
を介して連通せしめられるように、設定されてい
る。すなわち、多段切替えバルブ18′は、第1
の実施例における多段切替えバルブ18′に類似
して改良剤給送管11から地盤改良剤を、第10
図aに示す状態では改良剤吐出管14′内のみに
流入させ該管14′端の上部改良剤吐出口15の
みから吐出させ、また第10図bに示す状態では
改良剤吐出管14′内と接続管17′内とに流入さ
せ上部改良剤吐出口15と下部改良剤吐出口12
との両者から吐出させ、さらに第10図cに示す
状態では接続管17′内のみに流入させ撹拌軸5
端の下部改良剤吐出口12のみから吐出させるも
のと、されているのである。
In this second embodiment, the multi-stage switching valve 1
As shown in FIG. 7, two improver feed pipes 11 are connected to the fuel cell 8', and the multi-stage switching valve 18' is constructed as a rotary valve as described below. That is, as shown in FIG. 10, the valve 18' is constructed by fitting a rotor 41 into a valve case 40 so as to be rotationally displaceable, and one half and the other half in the axial direction of the valve 18' are respectively , continuity between one improving agent feed pipe 11 and one connecting pipe 17' and improving agent discharge pipe 14';
It is meant to control the interruption. In each valve half, the improver feed pipe 11
are connected to the inlet port 42 and the improver discharge pipe 1
4' is connected to the outlet port 43 and the connecting pipe 1
7' is connected to another outlet port 44 in the valve case 40, and a communication hole 47 for communicating between the two notch grooves 45, 46 is formed in the rotor. 41.
The formation phase of each port 42, 43, 44 and the formation angle range of each notch groove 45, 46 are the 10th
In the rotational phase of the rotor 41 shown in FIG.
2 and the outlet port 43 are the notch groove 45 and the communication hole 4.
7 and the notch groove 46, and in the rotational phase of the rotor 41 shown in FIG. 10b,
Notch groove 45 connects inlet port 42 and outlet port 44
The notch groove 46 faces the output port 43, and the inlet port 42 communicates with the outlet port 43 via the notch groove 45, the communication hole 47, and the notch groove 46. The rotor 41 is also connected to another outlet port 44 through a notched groove 45, and is further connected to the rotor 41 shown in FIG. 10c.
In the rotational phase of , the notch groove 45 connects to the inlet port 42
The notch groove 46 faces the outlet port 44 across the outlet port 44, and the notch groove 46 is removed from the outlet port 43 position, and the notch groove 45 is formed between the inlet port 42 and the outlet port 44.
It is set up so that it can be communicated via. That is, the multistage switching valve 18'
Similar to the multi-stage switching valve 18' in the embodiment, the ground improvement agent is supplied from the improvement agent feed pipe 11 to
In the state shown in Figure a, the improver flows only into the improver discharge pipe 14' and is discharged only from the upper improver outlet 15 at the end of the pipe 14', and in the state shown in Figure 10b, the improver flows into the improver discharge pipe 14'. and into the connecting pipe 17'.The upper improving agent outlet 15 and the lower improving agent outlet 12
Furthermore, in the state shown in FIG.
The improver is discharged only from the lower improving agent discharge port 12 at the end.

多段切替えバルブ18′を切替え操作するため
には、第11図に示すように、上記したロータ4
1のロータ軸41aに固定して設けた操作レバー
48にピストンロツド端を接続した油圧シリンダ
10′が、設けられている。
In order to switch the multi-stage switching valve 18', as shown in FIG.
A hydraulic cylinder 10' is provided, the piston rod end of which is connected to an operating lever 48 fixed to the rotor shaft 41a.

第7−11図の図示の第2の実施例に係る深層
混合処理機は、以上に説明して来たように構成さ
れているから、前述した第1の実施例に係る深層
混合処理機と全く同様に、第6図に図示の使用態
様で用いることも、また軟弱地盤の最深部とか最
上部とかで処理機の上下動を繰返すとき、第12
図に図示したのと同様の態様で上下の改良剤吐出
口15,12から同時に地盤改良剤を吐出させて
地盤中に供給することができるものと、なつてい
る。
Since the deep mixing machine according to the second embodiment illustrated in FIGS. 7-11 is configured as described above, it is different from the deep mixing machine according to the first embodiment described above. In exactly the same way, it can be used in the manner shown in Fig. 6, and when the processing machine is repeatedly moved up and down in the deepest part or the top of soft ground, the 12th
The soil improvement agent can be simultaneously discharged from the upper and lower improvement agent discharge ports 15 and 12 and supplied into the ground in the same manner as shown in the figure.

なお、第1の実施例における多段切替えバルブ
18において改良剤注入管9の選択的な停止位置
をさらに増すとか、第2の実施例における多段切
替えバルブ18′においてロータ41の選沢的な
停止位置をさらに増すとかして、改良剤吐出管1
4或は14′と接続管17或は17′へ流入せしめ
られる地盤改良剤の量、したがつて上部改良剤吐
出口15及び下部改良剤吐出口12からの地盤改
良剤の吐出割合をも、コントロール可能とするこ
ともできる。
In addition, in the multi-stage switching valve 18 in the first embodiment, the number of selective stopping positions of the improver injection pipe 9 may be further increased, or in the multi-stage switching valve 18' in the second embodiment, the selective stopping positions of the rotor 41 may be further increased. By further increasing the amount, the improver discharge pipe 1
4 or 14' and the amount of soil improvement agent flowing into the connecting pipe 17 or 17', and therefore the discharge rate of the soil improvement agent from the upper improvement agent outlet 15 and the lower improvement agent outlet 12, It can also be made controllable.

以上の説明から明らかなように、この発明の深
層混合処理機は、処理機下端の堀削及び撹拌機構
の上部と下部とに改良剤吐出口15,12を設け
ると共に、これらの改良剤吐出口15,12のう
ち、上部の改良剤吐出口15のみから地盤改良剤
を吐出させる第1の位置と下部の改良剤吐出口1
2のみから地盤改良剤を吐出させる第2の位置と
上部の改良剤吐出口15及び下部の改良剤吐出口
12の両者から地盤改良剤を吐出させる第3の位
置とを、備えた切替えバルブ18,18′であつ
て、位置検出機構27により作動を制御される変
位駆動手段10,10′によつて上記した各位置
へと選択的に変位せしめられる切替えバルブ1
8,18′を、設けたことを特徴としてなるもの
であつて、次のような長所を備えている。
As is clear from the above description, the deep mixing processing machine of the present invention is provided with improver discharge ports 15 and 12 at the upper and lower parts of the excavation and stirring mechanism at the lower end of the processor, and these improver discharge ports. 15, 12, the first position where the soil improvement agent is discharged only from the upper improving agent outlet 15 and the lower improving agent outlet 1.
The switching valve 18 has a second position in which the soil improvement agent is discharged only from 2, and a third position in which the soil improvement agent is discharged from both the upper improvement agent discharge port 15 and the lower improvement agent discharge port 12. , 18', and the switching valve 1 is selectively displaced to each of the above-mentioned positions by the displacement drive means 10, 10' whose operation is controlled by the position detection mechanism 27.
8 and 18', and has the following advantages.

すなわちこの発明の深層混合処理機は、上記の
ような上下の改良剤吐出口15,12と切替えバ
ルブ18或は18を設けてあることから、先に第
6図を参照し使用態様として詳述したように、処
理機の貫入時にも引抜き時にも地盤改良剤を対象
地盤中に吐出させて、改良剤を2回にわたり高割
合で対象地盤中に供給し、且つ、複数回の撹拌を
与えて、従来の場合よりも格段に均一に、地盤改
良剤を対象地盤中に撹拌混練させ得るものとなつ
ていると共に、特に切替えバルブ18,18′が
上下の改良剤吐出口15,12から同時に地盤改
良剤を吐出させる位置へと選択的に変位させ得る
ものに構成されていることから、先に第12図を
参照し他の使用態様として詳述したように、土質
的にかたい軟弱地盤最深部とか浮泥のように極く
やわらかい土壌より成る軟弱地盤最上部において
改良剤の吐出施用と地盤土壌の撹拌とを行ないつ
つ処理機の上下動を繰返す場合に、上下の改良剤
吐出口15,12から同時に地盤改良剤を吐出さ
せ施用することで、地盤改良剤の施用割合を高め
地盤改良作業の能率を向上させて、作業時間を短
縮できることとするものとなつている。
That is, since the deep mixing treatment machine of the present invention is provided with the upper and lower improver discharge ports 15, 12 and the switching valve 18 or 18 as described above, the mode of use will be described in detail with reference to FIG. As described above, the soil improvement agent is discharged into the target ground both when the treatment machine penetrates and when it is pulled out, and the improvement agent is supplied into the target soil at a high rate twice, and is stirred multiple times. , the soil improvement agent can be stirred and kneaded into the target ground much more uniformly than in the conventional case, and in particular, the switching valves 18 and 18' simultaneously release the soil improvement agent from the upper and lower improvement agent discharge ports 15 and 12. Since the improver is configured to be able to be selectively displaced to the position where it is discharged, it can be used in hard and soft soils at the deepest depths, as previously described in detail with reference to Figure 12 as another usage mode. When the treatment machine is repeatedly moved up and down while discharging the improver and stirring the ground soil at the top of the soft ground made of extremely soft soil such as floating mud, the upper and lower improver discharge ports 15, By simultaneously discharging and applying the soil improvement agent from 12, it is possible to increase the application rate of the soil improvement agent, improve the efficiency of the soil improvement work, and shorten the work time.

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

第1図はこの発明の第1の実施例を示す一部切
截概略正面図、第2図は同第1の実施例における
部材配置を示す模式的平面図、第3図a,b,c
はそれぞれ、同第1の実施例要部を互に異なつた
状態で示す縦断面図、第4図は同第1の実施例の
一部切欠き、一部縦断正面図、第5図は同第1の
実施例における一部材の平面図、第6図a−iは
同第1の実施例の一使用態様を順を追つて示す説
明図、第7図はこの発明の第2の実施例を示す一
部欠截概略正面図、第8図は同第2の実施例にお
ける部材配置を示す模式的平面図、第9図は同第
2の実施例における他の部材配置を示す模式的平
面図、第10図は同第2の実施例における一部材
の概略横断面図、第11図は同第2の実施例の一
部を示す概略側面図、第12図a−eは第6図に
図示したのとは別の使用態様を示す説明図であ
る。 1……打設管、3,3′……伝動軸、4A……
堀削兼撹拌翼、4B……撹拌翼、5,5′……撹
拌軸、7……駆動部、9……改良剤注入管、9
a,9b……環状凸部、9c,9d……連通穴、
10,10′……油圧シリンダ、11……改良剤
給送管、12……下部改良剤吐出口、13……バ
ルブケース、13a……管接続部、13c,13
d……環状凸部、14,14′……改良剤吐出
管、15……上部改良剤吐出口、16……スイベ
ル装置、17,17′……接続管、18,18′…
…多段切替えバルブ、22……シール板、23,
24,25,26……シールリング、40……バ
ルブケース、41……ロータ、42……入口ポー
ト、43,44……出口ポート、45,46……
切欠き溝、47……連通穴。
Fig. 1 is a partially cutaway schematic front view showing a first embodiment of the present invention, Fig. 2 is a schematic plan view showing the arrangement of members in the first embodiment, and Figs. 3 a, b, and c.
4 is a partially cutaway and partially longitudinal sectional front view of the first embodiment, and FIG. 5 is a longitudinal sectional view showing the essential parts of the first embodiment in different states. A plan view of one member in the first embodiment, FIGS. 6 a-i are explanatory diagrams showing one usage mode of the first embodiment in order, and FIG. 7 is a second embodiment of the present invention. FIG. 8 is a schematic plan view showing the arrangement of members in the second embodiment, and FIG. 9 is a schematic plan view showing the arrangement of other members in the second embodiment. 10 is a schematic cross-sectional view of one member in the second embodiment, FIG. 11 is a schematic side view showing a part of the second embodiment, and FIGS. 12 a to 6 are FIG. 3 is an explanatory diagram showing a usage mode different from that shown in FIG. 1... Casting pipe, 3, 3'... Transmission shaft, 4A...
Drilling/stirring blade, 4B... Stirring blade, 5, 5'... Stirring shaft, 7... Drive section, 9... Improver injection pipe, 9
a, 9b... annular convex portion, 9c, 9d... communicating hole,
10, 10'... Hydraulic cylinder, 11... Improver feed pipe, 12... Lower improver discharge port, 13... Valve case, 13a... Pipe connection part, 13c, 13
d... Annular convex portion, 14, 14'... Improver discharge pipe, 15... Upper improver discharge port, 16... Swivel device, 17, 17'... Connecting pipe, 18, 18'...
...Multi-stage switching valve, 22...Seal plate, 23,
24, 25, 26... Seal ring, 40... Valve case, 41... Rotor, 42... Inlet port, 43, 44... Outlet port, 45, 46...
Notch groove, 47...Communication hole.

Claims (1)

【特許請求の範囲】[Claims] 1 処理機下端の堀削及び撹拌機構の上部と下部
とに改良剤吐出口を設けると共に、これらの改良
剤吐出口のうち、上部の改良剤吐出口のみから地
盤改良剤を吐出させる第1の位置と下部の改良剤
吐出口のみから地盤改良剤を吐出させる第2の位
置と上部の改良剤吐出口及び下部の改良剤吐出口
の両者から地盤改良剤を吐出させる第3の位置と
を、備えた切替えバルブであつて、位置検出機構
により作動を制御される変位駆動手段によつて上
記した各位置へと選択的に変位せしめられる切替
えバルブを、設けたことを特徴としてなる深層混
合処理機。
1 Improver discharge ports are provided at the upper and lower parts of the excavation and stirring mechanism at the lower end of the processing machine, and among these improver discharge ports, a first soil improver is discharged from only the upper improver discharge port. a second position in which the soil improvement agent is discharged only from the lower improvement agent discharge port, and a third position in which the soil improvement agent is discharged from both the upper improvement agent discharge port and the lower improvement agent discharge port, A deep mixing processing machine characterized by being provided with a switching valve that is selectively displaced to each of the above-mentioned positions by a displacement drive means whose operation is controlled by a position detection mechanism. .
JP15892179A 1979-12-07 1979-12-07 Deep layer mixing processing machine Granted JPS5681714A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15892179A JPS5681714A (en) 1979-12-07 1979-12-07 Deep layer mixing processing machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15892179A JPS5681714A (en) 1979-12-07 1979-12-07 Deep layer mixing processing machine

Publications (2)

Publication Number Publication Date
JPS5681714A JPS5681714A (en) 1981-07-04
JPS6248010B2 true JPS6248010B2 (en) 1987-10-12

Family

ID=15682244

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15892179A Granted JPS5681714A (en) 1979-12-07 1979-12-07 Deep layer mixing processing machine

Country Status (1)

Country Link
JP (1) JPS5681714A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6135940U (en) * 1984-07-31 1986-03-05 株式会社神戸製鋼所 Backflow prevention device for injection stirring type ground improvement machine
JP7147351B2 (en) * 2018-08-10 2022-10-05 株式会社竹中工務店 ground improvement method
JP7470030B2 (en) * 2020-12-17 2024-04-17 清水建設株式会社 Test method for improved soil mix for extrusion during penetration and extraction, and soil discharge deep mixing treatment method

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5647235Y2 (en) * 1976-06-17 1981-11-05

Also Published As

Publication number Publication date
JPS5681714A (en) 1981-07-04

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