JPS6049730B2 - Direction control method and device for deep soft ground improvement treatment machine - Google Patents
Direction control method and device for deep soft ground improvement treatment machineInfo
- Publication number
- JPS6049730B2 JPS6049730B2 JP55126574A JP12657480A JPS6049730B2 JP S6049730 B2 JPS6049730 B2 JP S6049730B2 JP 55126574 A JP55126574 A JP 55126574A JP 12657480 A JP12657480 A JP 12657480A JP S6049730 B2 JPS6049730 B2 JP S6049730B2
- Authority
- JP
- Japan
- Prior art keywords
- soft ground
- processing machine
- treatment machine
- penetration
- ground improvement
- 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
Links
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Description
【発明の詳細な説明】
本発明は深層軟弱地盤改良に関するものであり、特に
処理機が軟弱土中に垂直あるいは所定の方向に貫入また
は引抜きできるようにした制御方法と制御装置に関する
。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to deep soft ground improvement, and in particular to a control method and control device that allows a treatment machine to penetrate or pull out soft soil vertically or in a predetermined direction.
深層軟弱地盤改良工法による軟弱地盤の改良処理は、
処理機によつて行なわれるが、この処理機は非常に細長
いものである。Improvement treatment of soft ground using deep soft ground improvement method is as follows:
This is done using a processing machine, which is very long and narrow.
このため軟弱地盤の深い所を処理しようとするとき処理
機の貫入引抜の方向が垂直あるいは所定の方向とにずれ
が生じやすく、所定通りの硬化壁の施工は困難であつた
。 また処理機の貫入引抜の方向と所定の方向との間に
ずれが生じた場合の修正の方法として、処理機を吊つて
いる船を傾斜させて、すなわち細長い処理機の上部をつ
かみ、前後左右に動かす方法で・ずれ修正を行つていた
。For this reason, when attempting to treat deep areas of soft ground, the direction of penetration and extraction of the treatment machine tends to deviate from the vertical or predetermined direction, making it difficult to construct hardened walls in a predetermined manner. In addition, if there is a deviation between the direction of penetration and withdrawal of the processing machine and the predetermined direction, one way to correct it is to tilt the boat on which the processing machine is suspended, that is, grasp the top of the long and narrow processing machine, and The misalignment was corrected by moving the
この方法であると、処理機が地盤中にある程度挿入され
ている状態では、軟弱土の拘束力が強く処理機の方向制
御が困難てあつた。そこで本発明は、処理機の攪拌軸先
端部の制御を可能にして、常に処理機を所定の方向に貫
入および引抜し、それにより軟弱地盤の改良の施工精度
を向上することを目的とする。With this method, when the treatment machine is inserted into the ground to some extent, the binding force of the soft soil is strong and it is difficult to control the direction of the treatment machine. Therefore, an object of the present invention is to make it possible to control the tip of the stirring shaft of the treatment machine so that the treatment machine always penetrates and withdraws in a predetermined direction, thereby improving the construction accuracy of improving soft ground.
次に第1図、第2図、第3図、第4図により本発明の処
理機の方向制御装置と制御方法を説明する。Next, the direction control device and control method for a processing machine according to the present invention will be explained with reference to FIGS. 1, 2, 3, and 4.
深層軟弱地盤改良処理機1は、架装船2上のやぐら3か
らワイヤを介して昇降可能に吊り下げられている。なお
、処理機1の昇降はリーダ4に案内される。処理機1は
回転駆動装置5の下に数本の長い攪拌軸6が垂設され、
該攪拌軸6の下部に数枚の攪拌羽根7が取付けられる。
また攪拌軸6は回転駆動装置5の下方に伸びる支持筒8
に回転可能に支持され、該支持筒8は攪拌羽根7の付近
に届くまでの長さを有する。なお、支持筒8は、枠組状
のもの、細い中実棒であつてもよい。さらに攪拌羽根7
の付近に硬化剤の吐出口9が位置するよう硬化剤供給バ
イブ10が支持筒8に保持され、該硬化剤供給バイブ1
0の上端は図に記さない硬化剤タンクに連通される。ま
た、硬化剤の供給はこの方法に限定されるものではなく
、攪拌軸内を通し、攪拌軸の先端や攪拌羽根から吐出す
るものでもよい。支持筒8の下部に下向制御装置11が
取付けられる。The deep soft ground improvement treatment machine 1 is suspended from a tower 3 on a bodywork ship 2 via a wire so that it can be raised and lowered. Incidentally, the lifting and lowering of the processing machine 1 is guided by the reader 4. The processing machine 1 has several long stirring shafts 6 vertically installed below the rotary drive device 5.
Several stirring blades 7 are attached to the lower part of the stirring shaft 6.
Further, the stirring shaft 6 has a support tube 8 extending below the rotation drive device 5.
The support cylinder 8 has a length that reaches near the stirring blade 7. Note that the support tube 8 may be in the form of a framework or a thin solid rod. Furthermore, stirring blade 7
A curing agent supplying vibrator 10 is held in the support tube 8 so that the curing agent discharge port 9 is located near the curing agent supplying vibrator 1.
0 is connected to a curing agent tank (not shown). Further, the supply of the curing agent is not limited to this method, but it may be passed through the stirring shaft and discharged from the tip of the stirring shaft or the stirring blade. A downward control device 11 is attached to the lower part of the support tube 8 .
処理機1の方向と所定の方向とのすれを修正するため、
処理機1の前後左右の4個所に方向制御装置11を取付
ける必要があり、第4図に示すように処理機1が8本の
攪拌軸6からなるよう2つの支持筒8が設けられる場合
は、各支持筒8の前後と外側位置にそれぞれ方向制御装
置11を取付けるので、合計6つ取付けられることにな
る。また目的に応じて左右あるいは前後のみに取付けて
もよい。方向制御装置11は、基端を支持筒8に軸支し
たジャッキ12と、該ジャッキ12のピストンロッド先
端と支持筒8との間に両端を軸支した制御板13とから
形成され、ジャッキ12の伸縮に応じて制御板13の一
端を横方向に張出してその張出し量を制御できる。In order to correct the misalignment between the direction of the processing machine 1 and the predetermined direction,
It is necessary to install directional control devices 11 at four locations on the front, rear, left and right sides of the processor 1, and when the processor 1 is provided with two support tubes 8 so as to consist of eight stirring shafts 6 as shown in FIG. Since the direction control devices 11 are attached to the front, rear, and outer positions of each support tube 8, a total of six direction control devices 11 are attached. Also, depending on the purpose, it may be installed only on the left and right or front and back. The direction control device 11 is formed of a jack 12 whose base end is pivotally supported on the support tube 8, and a control plate 13 whose both ends are pivotally supported between the piston rod tip of the jack 12 and the support tube 8. One end of the control plate 13 is laterally extended in accordance with the expansion and contraction of the control plate 13, and the amount of the overhang can be controlled.
また支持筒8の先端部の前後と左右の2方向の傾斜角を
測定する傾斜測定器14,14″が、支持筒8に取付け
られ、その測定値は加装船2上に電気的に伝達できるよ
うになつている。以上の方向制御装置11を有する処理
機1を使用して軟弱地盤を処理するときは、攪拌軸6を
回転しつつ軟弱地盤中に貫入する。In addition, inclination measuring devices 14, 14'' are attached to the support tube 8 to measure the inclination angle in two directions, front and back and left and right at the tip of the support tube 8, and the measured values are electrically transmitted to the processing vessel 2. When processing soft ground using the processing machine 1 having the above-mentioned direction control device 11, the stirring shaft 6 is rotated while penetrating into the soft ground.
攪拌軸6の貫入が進むにつれて、順次傾斜測定器14,
14″から送信される信号により処理機1の貫入が垂直
あるいは所定通りの方向になつているかどうかを確認す
る。この信号により、処理機の方向と所定の方向との間
にずれが生じていることを検出したときは、ずれた先端
の方向制御装置11を作用し、そのジャッキ12を伸長
して制御板13を攪拌羽根7が通過した軟弱地盤の内周
壁に押し付ける。As the penetration of the stirring shaft 6 progresses, the inclination measuring device 14,
14" to confirm whether the penetration of the processor 1 is perpendicular or in a predetermined direction. This signal indicates that there is a deviation between the direction of the processor and the predetermined direction. When this is detected, the direction control device 11 at the dislocated tip is activated, the jack 12 is extended, and the control plate 13 is pressed against the inner circumferential wall of the soft ground through which the stirring blade 7 has passed.
この押し付けにより制御板13に横方向の反力が発生し
、処理機1の先端部に生じたずれが修正される。この後
、攪拌軸6が所定の方向に貫入していることを検出する
と、ジャッキ12の伸長を戻し、処理機1を軟弱地盤中
に再び貫入する。This pressing generates a lateral reaction force on the control plate 13, and the deviation generated at the tip of the processing machine 1 is corrected. Thereafter, when it is detected that the stirring shaft 6 has penetrated in a predetermined direction, the jack 12 is returned to its extension and the processing machine 1 is penetrated into the soft ground again.
所定深さまて攪拌軸6を貫入させた後に処理機1を引抜
く。また硬化剤を攪拌羽根7の付近に吐出するときは、
処理機1を軟弱地盤中に貫入するときでも、引抜くとき
でもよい。以上の通り本発明の方向制御装置を使用した
場合、軟弱地盤中に処理機1を貫入させていつてその先
端部で所定の方向とのずれを生じると、そのすれ等が生
じた処理機の先端部自身を逆方向に傾斜させて修正でき
るので、処理機1の貫入が正確であり、軟弱地盤を精度
よく硬化施工てきる。After the stirring shaft 6 penetrates to a predetermined depth, the processor 1 is pulled out. Also, when discharging the curing agent near the stirring blade 7,
This may be done either when the processing machine 1 is inserted into soft ground or when it is pulled out. As described above, when the direction control device of the present invention is used, if the processing machine 1 is penetrated into soft ground and the tip of the processing machine deviates from the predetermined direction, the tip of the processing machine where the deviation occurs, etc. Since the part itself can be corrected by tilting in the opposite direction, the penetration of the treatment machine 1 is accurate, and soft ground can be hardened with precision.
次に第5,6図により本発明の第2実施例を説明する。
この実施例は、処理機1の前後方向の所定の方向とのず
れを修正するので、2つの支持筒8の間に1つの方向制
御装置11を設けたものである。方向制御装置11の制
御板13の下端は2つの支持筒8間に回動可能に軸支し
、制御板13の他端は2つのジャッキ15,15″に軸
着され、さらにジャッキ15,15″の基端は前後に位
置を離して各支持筒8に取付けた保持枠16に軸支され
、2つのジャッキ15,15″の伸縮制御により第5図
2点鎖線状に前後に制御板13を゛傾斜できる。従つて
制御板13を傾斜させたときには、処理機1の貫入にと
もない制御板13が軟弱土中を進むので、処理機1は制
御板13の傾斜方向に向い、処理機1が所定方向に貫入
するよう修正することができる。Next, a second embodiment of the present invention will be described with reference to FIGS. 5 and 6.
In this embodiment, one direction control device 11 is provided between two support tubes 8 in order to correct the deviation of the processing machine 1 from a predetermined direction in the front and back direction. The lower end of the control plate 13 of the direction control device 11 is rotatably supported between two support cylinders 8, and the other end of the control plate 13 is pivoted to two jacks 15, 15''. The proximal end of `` is pivotally supported by a holding frame 16 attached to each support cylinder 8 at a distance in the front and back, and the control plate 13 is moved forward and backward in the shape of a two-dot chain line in FIG. Therefore, when the control plate 13 is tilted, the control plate 13 moves through the soft soil as the treatment machine 1 penetrates, so the treatment machine 1 faces in the direction of inclination of the control plate 13, and the treatment machine 1 can be modified so that it penetrates in a predetermined direction.
なお、その他の構成、作用は第1実施例と同様である。
次に第7,8図により第3実施例を説明する。Note that the other configurations and operations are the same as those in the first embodiment.
Next, a third embodiment will be explained with reference to FIGS. 7 and 8.
この実施例は第2実施例のように2つの支持筒8の間に
傾斜可能な制御板13を設けたものである。その構成は
、制御板13の両側から軸17を突出し、該軸17を支
持筒に設けた支持枠に保持させ、軸17を支持筒8内に
設けた回動装置18により少しの角度づつ制御板13を
傾斜できるようになつている。制御板13の傾斜により
処理機1の貫入を第2実施例のようにして修正できる。
また処理機1の引抜時にも、制御板13の傾斜制御をし
て引抜の方向を制御できる。次に第9,10図により第
4実施例を説明する。This embodiment is similar to the second embodiment in that a tiltable control plate 13 is provided between two support tubes 8. Its structure is such that a shaft 17 protrudes from both sides of a control plate 13, the shaft 17 is held in a support frame provided in a support tube, and the shaft 17 is controlled in small angle increments by a rotation device 18 provided in a support tube 8. The plate 13 can be tilted. By tilting the control plate 13, the penetration of the processing machine 1 can be corrected as in the second embodiment.
Also, when the processing machine 1 is being pulled out, the direction of the pulling out can be controlled by controlling the tilt of the control plate 13. Next, a fourth embodiment will be explained with reference to FIGS. 9 and 10.
この実施例は2つの支持筒8の間に前後方向に延びる案
内溝19を設け、該案内溝19に案内されて摺動可能な
制御板13を設け、該制御板13を摺動させるジャッキ
20を支持筒8に支持枠を介して取付ける。従つて制御
板13を横方向に張出すと、制御板13の先端は、攪拌
羽根が通過した軟弱土から上下方向の抵抗のほか、前後
の土の流れのバランスの差から前後方向にも抵抗を受け
、その前後方向の抵抗を受けた方向に処理機先端が向い
、処理機1の方向を修正できる。In this embodiment, a guide groove 19 extending in the front-rear direction is provided between two support tubes 8, a control plate 13 is provided which can be slid while being guided by the guide groove 19, and a jack 20 is provided to slide the control plate 13. is attached to the support tube 8 via a support frame. Therefore, when the control plate 13 is extended laterally, the tip of the control plate 13 will not only experience resistance in the vertical direction from the soft soil that the stirring blade has passed through, but also resistance in the front and rear directions due to the difference in balance between the flow of the soil before and after it. The front end of the processing machine faces in the direction in which the resistance in the longitudinal direction is received, and the direction of the processing machine 1 can be corrected.
このようにして処理機1の貫入時および引抜時に方向を
修正できる。次に第11図により第5実施例を説明する
。この実施例は制御板13の下部はブラケットを介して
支持筒8に軸支し、制御板13の上部はブラケットおよ
び軸連結した2つのリンク18を介して支持筒8に軸支
する。さらに2つのリンクの連結部にシリンダ19の先
端を軸連結し、該シリンダ19の基部は支持筒8に軸支
する。従つてシリンダ19を伸長すれば制御板13は第
11図の2点鎖線に示すように傾斜し、制御板13の上
部が堀削穴内壁を押動するので処理機1の貫入方向を修
正できる。In this way, the direction can be corrected when the processor 1 is inserted and withdrawn. Next, a fifth embodiment will be explained with reference to FIG. In this embodiment, the lower part of the control plate 13 is pivotally supported on the support cylinder 8 via a bracket, and the upper part of the control plate 13 is pivotally supported on the support cylinder 8 via the bracket and two links 18 connected together. Furthermore, the tip of the cylinder 19 is pivotally connected to the connecting portion of the two links, and the base of the cylinder 19 is pivotally supported by the support cylinder 8. Therefore, when the cylinder 19 is extended, the control plate 13 is tilted as shown by the two-dot chain line in FIG. 11, and the upper part of the control plate 13 pushes the inner wall of the excavated hole, so that the direction of penetration of the processing machine 1 can be corrected. .
次に第12図により第6実施例を説明する。Next, a sixth embodiment will be explained with reference to FIG.
この実施例は、制御板13を平行リンクにより支持筒8
と平行状に移動させるものである。その構成は制御板1
3の上下2個所にく字形リンク21の一端を軸支し、該
く字形リンクの中央部をブラケットを介して支持筒8に
軸支し、さらに上側のく字形リンクの他端にシリンダ2
2の先端を軸着し、該シリンダ22の基部を支持筒8に
軸支する。従つてシリンダ22を伸縮制御することによ
り制御板13を堀削穴の内壁に押動して処理機1の貫入
、抜出の方向を修正することができる。次に第13図に
より第7実施例を説明する。この実施例は、中央を軸着
した2つのリンク23とシリンダ24とを使用し、一方
のリンク23の両端を制御板13と支持筒8とにそれぞ
れ設けた案内ガイド25に摺動させるものである。従つ
て、シリンダ24を伸縮することによりリンク23の傾
斜角を変更して制御板13を支持筒8と平行状に張り出
すことができる。In this embodiment, the control plate 13 is connected to the support cylinder 8 by a parallel link.
It moves parallel to the Its composition is control board 1
One end of the doglegged link 21 is pivotally supported at two locations above and below the doglegged link 3, the center portion of the doglegged link is pivotally supported via a bracket on the support cylinder 8, and the cylinder 2 is further supported at the other end of the upper doglegged link.
The tip of the cylinder 22 is pivoted, and the base of the cylinder 22 is pivoted to the support tube 8. Therefore, by controlling the expansion and contraction of the cylinder 22, the control plate 13 can be pushed against the inner wall of the excavated hole, and the direction of insertion and extraction of the processing machine 1 can be corrected. Next, a seventh embodiment will be explained with reference to FIG. This embodiment uses two links 23 and a cylinder 24 that are pivoted at the center, and both ends of one link 23 are slid onto guide guides 25 provided on the control plate 13 and the support cylinder 8, respectively. be. Therefore, by expanding and contracting the cylinder 24, the inclination angle of the link 23 can be changed and the control plate 13 can be extended parallel to the support tube 8.
この張り出しにより、処理機1の貫入、引抜の方向を修
正できる。次に第14図により第8実施例を説明する。This overhang allows the direction of penetration and withdrawal of the processing machine 1 to be corrected. Next, an eighth embodiment will be explained with reference to FIG.
この実施例は、支持筒8に設けた2つのシリンダ26の
先端に制御板13を固定したものであるが、シリンダ2
6と制御板13との連結をピン結合にしてもよい。この
ような構成において、シリンダ26の伸縮制御により制
御板13を張出し、処理機1の貫入、引抜の方向を修正
できる。次に第15図により第9実施例を説明する。In this embodiment, the control plate 13 is fixed to the tips of two cylinders 26 provided in the support tube 8.
6 and the control board 13 may be connected by a pin connection. In such a configuration, the control plate 13 is extended by controlling the expansion and contraction of the cylinder 26, and the direction of insertion and withdrawal of the processing machine 1 can be corrected. Next, a ninth embodiment will be explained with reference to FIG. 15.
この実施例は、2つの制御板13,13″を使用するも
ので、制御板13,13″の向い合うそれぞれの端部を
連結部材を介してシリンダ27の先端部に連結し、該シ
リンダ27の基部を支持筒8に取付ける。各制御板13
,13″の他端はそれぞれブラケットを介して支持筒8
に軸支28,2”8″して、該軸支28,28″を中心
に各制御板13,13″を揺動できる。従つてシリンダ
27を伸縮制御することにより、2つの制御板13,1
3″を任意の角度に傾斜して張出させ、処理機1の貫入
、引抜の方向を・修正することができる。This embodiment uses two control plates 13, 13'', and the opposite ends of the control plates 13, 13'' are connected to the tip of the cylinder 27 via a connecting member. Attach the base to the support tube 8. Each control board 13
, 13'' are connected to the support tube 8 via brackets, respectively.
The control plates 13, 13'' can be pivoted around the pivot supports 28, 2''8''. Therefore, by controlling the cylinder 27 to expand and contract, the two control plates 13, 1
3'' is extended at an arbitrary angle, the direction of penetration and withdrawal of the processing machine 1 can be corrected.
以上の第2実施例乃至第9実施例においても第1実施例
と同様に、精度よく軟弱地盤の硬化施工が可能である。In the second to ninth embodiments described above, as in the first embodiment, it is possible to harden soft ground with high precision.
また方向制御装置は、処理機1の周囲4個所に設けるの
が一般的であるが、その取ノ付位置および個数を任意に
選択することもできる。Further, the direction control devices are generally provided at four locations around the processing machine 1, but the mounting positions and number of the direction control devices can be arbitrarily selected.
第1図は本発明の方向制御装置を有する処理機の概略図
、第2図は方向制御装置の拡大側面図、第3図は第2図
の正面図、第4図は第2図の平断面図、第5図、第6図
は第2実施例の方向制御装置の側面図および正面図、第
7図、第8図は第3実施例の方向制御装置の側面図およ
び正面図、第9図、第10図は第4実施例の方向制御装
置の側面図および正面図、第11図、第12図、第13
図、第14図および第15図はそれぞれ第5実施例、第
6実施例、第7実施例、第8実施例および第9実施例の
方向制御装置の側面図である。
1・・・・・・処理機、6・・・・・・攪拌軸、8・・
・・・・支持筒、11・・・・・・方向制御装置、12
・・・・ジャッキ、13・・・制御板。Fig. 1 is a schematic diagram of a processing machine having a direction control device of the present invention, Fig. 2 is an enlarged side view of the direction control device, Fig. 3 is a front view of Fig. 2, and Fig. 4 is a flat view of Fig. 2. 5 and 6 are side and front views of the direction control device of the second embodiment, and FIGS. 7 and 8 are side and front views of the direction control device of the third embodiment. 9 and 10 are side and front views of the direction control device of the fourth embodiment, and FIGS. 11, 12, and 13.
14 and 15 are side views of the direction control devices of the fifth embodiment, the sixth embodiment, the seventh embodiment, the eighth embodiment, and the ninth embodiment, respectively. 1... Processing machine, 6... Stirring shaft, 8...
... Support tube, 11 ... Direction control device, 12
... Jack, 13... Control board.
Claims (1)
化剤を吐出しつつ攪拌羽根により軟弱土と硬化剤とを混
練して硬化処理する深層軟弱地盤改良工法において、処
理機の軟弱土中への貫入および引抜きに応じて処理機の
貫入または引抜きの方向と所定の方向との間のずれを検
出し、攪拌羽根上方近傍に押出しあるいは傾動可能に装
備させた方向制御板を該方向制御板に機械的に連なるジ
ャッキ、回動装置等の駆動手段により作動させて処理機
の貫入および引抜きの方向を制御し、処理機が垂直ある
いは所定の方向に軟弱土中に貫入および引抜をできるよ
うにした深層軟弱地盤改良処理機の方向制御方法。 2 下部に攪拌羽根を取付けた長い攪拌軸を長い支持体
に回転可能に取付け、該攪拌軸の上端は回転駆動装置に
連結され、さらに攪拌羽根部分に硬化剤を吐出させる硬
化剤供給装置を有する深層軟弱地盤改良処理機において
、攪拌軸の支持体における攪拌羽根上方近傍に方向制御
板を傾動あるいは押出し可能に設け、該方向制御板の傾
動あるいは押出し装置を支持体に設け、処理機の軟弱土
中への貫入および引抜きの方向を制御できることを特徴
とする深層軟弱地盤改良処理機の方向制御装置。[Scope of Claims] 1. A deep soft ground improvement method in which a deep soft ground improvement treatment machine is used to discharge a hardening agent into the soft ground and knead the soft soil and hardening agent with a stirring blade for hardening treatment, including: A directional control device that detects the deviation between the direction of penetration or withdrawal of the processing machine and a predetermined direction according to the penetration or withdrawal of the processing machine into soft soil, and is equipped near the top of the stirring blade so that it can be pushed out or tilted. The plate is operated by a driving means such as a jack or a rotating device mechanically connected to the direction control plate to control the direction of penetration and withdrawal of the processing machine, so that the processing machine penetrates into soft soil vertically or in a predetermined direction. and a direction control method for a deep soft ground improvement treatment machine that can perform pull-out operations. 2. A long stirring shaft with a stirring blade attached at the bottom thereof is rotatably attached to a long support, the upper end of the stirring shaft is connected to a rotational drive device, and further has a hardening agent supply device for discharging hardening agent to the stirring blade portion. In a deep soft soil improvement treatment machine, a directional control plate is provided in the vicinity of the upper part of the stirring blade on the support of the stirring shaft so that it can be tilted or pushed out, and a tilting or extrusion device for the directional control plate is provided on the support, and the soft soil of the treatment machine is A direction control device for a deep soft ground improvement treatment machine, characterized by being able to control the direction of penetration into and withdrawal from the inside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP55126574A JPS6049730B2 (en) | 1980-09-10 | 1980-09-10 | Direction control method and device for deep soft ground improvement treatment machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP55126574A JPS6049730B2 (en) | 1980-09-10 | 1980-09-10 | Direction control method and device for deep soft ground improvement treatment machine |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5751328A JPS5751328A (en) | 1982-03-26 |
| JPS6049730B2 true JPS6049730B2 (en) | 1985-11-05 |
Family
ID=14938528
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP55126574A Expired JPS6049730B2 (en) | 1980-09-10 | 1980-09-10 | Direction control method and device for deep soft ground improvement treatment machine |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6049730B2 (en) |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS56156316A (en) * | 1980-05-06 | 1981-12-03 | Mitsubishi Heavy Ind Ltd | Improver for soft ground |
-
1980
- 1980-09-10 JP JP55126574A patent/JPS6049730B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5751328A (en) | 1982-03-26 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP5371275B2 (en) | Sand compaction pile method | |
| US20030089525A1 (en) | Hole-boring method and system for making cast-in-situ piles | |
| JP2002286625A (en) | Construction / loading test method and device on model sand ground, and ground preparation method | |
| EP0096671B1 (en) | A method and apparatus for compacting compactable soils by vibration | |
| JPS6049730B2 (en) | Direction control method and device for deep soft ground improvement treatment machine | |
| US4402630A (en) | Machine for and method of hardening soft ground | |
| JP2005054375A (en) | Mixed processing apparatus and method | |
| JPS589209B2 (en) | Deep soft ground improvement processing machine | |
| JP3404591B2 (en) | Two-shaft deep mixing apparatus and method for detecting and controlling penetration of underground stirring shaft during construction by the apparatus | |
| JPS5944455B2 (en) | Deep soft ground improvement processing machine | |
| JPH10306692A (en) | Open tunnel excavator | |
| JP7057994B2 (en) | Construction method of soil cement pile | |
| GB2125849A (en) | Machine for and method of hardening soft ground in depths | |
| KR840001201Y1 (en) | Apparatus for inserting sheet pile | |
| CN213360002U (en) | Horizontal directional drilling machine | |
| JP2004225368A (en) | Soil improving machine and soil improving method | |
| JPH05332079A (en) | Excavator | |
| JPH046814B2 (en) | ||
| JPS6044453B2 (en) | Pile press-in device | |
| JP2592257B2 (en) | Rotary press-in type pile driving device | |
| CN112482374A (en) | Construction and installation process for concrete pipe pile | |
| JPS6111315Y2 (en) | ||
| JPS6120117Y2 (en) | ||
| JP2002097890A (en) | Direction control method and direction control device for shield excavator | |
| CN119754307A (en) | Triangular buttress retaining wall structure and construction method for foundation pit support |