JPH0227488B2 - - Google Patents

Info

Publication number
JPH0227488B2
JPH0227488B2 JP59208991A JP20899184A JPH0227488B2 JP H0227488 B2 JPH0227488 B2 JP H0227488B2 JP 59208991 A JP59208991 A JP 59208991A JP 20899184 A JP20899184 A JP 20899184A JP H0227488 B2 JPH0227488 B2 JP H0227488B2
Authority
JP
Japan
Prior art keywords
auger
rod
drive device
ground
parts
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 - Lifetime
Application number
JP59208991A
Other languages
Japanese (ja)
Other versions
JPS6187014A (en
Inventor
Masato Uga
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.)
OOSAKA BOSUI KENSETSUSHA KK
Original Assignee
OOSAKA BOSUI KENSETSUSHA KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by OOSAKA BOSUI KENSETSUSHA KK filed Critical OOSAKA BOSUI KENSETSUSHA KK
Priority to JP20899184A priority Critical patent/JPS6187014A/en
Publication of JPS6187014A publication Critical patent/JPS6187014A/en
Publication of JPH0227488B2 publication Critical patent/JPH0227488B2/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)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Soil Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Agronomy & Crop Science (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)
  • Earth Drilling (AREA)

Description

【発明の詳細な説明】 産業上の利用分野 本発明は多軸オーガー式軟弱地盤改良装置に関
する。
DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application The present invention relates to a multi-shaft auger type soft ground improvement device.

従来の技術 従来、地盤改良工法として、薬液注入工法、高
圧噴出工法、置換工法、脱水工法及び混合撹拌工
法など種々の工法が提案されているが、特に混合
撹拌工法は、迅速確実、低コストで施工でき、現
在最も注目されている。
Conventional technology In the past, various methods have been proposed as ground improvement methods, such as chemical injection method, high-pressure injection method, displacement method, dewatering method, and mixing and stirring method.In particular, the mixing and stirring method is a quick, reliable, and low-cost method. It can be constructed and is currently attracting the most attention.

発明の解決しようとする問題点 混合撹拌工法に適用される地盤改良装置として
種々提案され、とりわけ多軸オーガー方式は施工
をスピードアツプし得る点で有利であるが、この
方式のものは、多軸で行なえる本数にも限界があ
り、また幾ら本数を増やしても細長い壁状の改良
しか出来ないという不便さがあり、施工面積の拡
大が望まれていた。本発明はこのような要望に鑑
みなされたものである。
Problems to be Solved by the Invention Various types of soil improvement devices have been proposed for use in the mixing and agitation method.In particular, the multi-shaft auger system is advantageous in that it can speed up construction. There is a limit to the number of walls that can be installed, and no matter how many walls you increase, you will only be able to improve the shape of a long, narrow wall, which is inconvenient, and there was a desire to expand the construction area. The present invention has been made in view of these demands.

問題点を解決するための手段 本発明は、中空ガイドロツドと、地盤を強制撹
乱し且つこの強制撹乱地盤内に上記ロツドより供
給される液剤を充填するように、上記ロツドの下
端に備えられた多軸オーガーを具備し、多軸オー
ガーは、水平台盤と該台盤の下面に縦向きに取付
けられた、一直線上に間隔をもつて並列する複数
本のオーガー部から構成されていて、台盤上面に
於て上記ロツドの下端に、オーガー部の並列方向
に適宜スライド変位し得るように接続され、上記
台盤には、その周側部を取り囲むように、外側方
並びに上方に突出する掘削刃が備えられ、更にガ
イドロツドにこれを適宜回転するための第1駆動
装置が、また多軸オーガーに、これを適宜スライ
ド変位するための第2駆動装置と、オーガー部を
個別回転するための第3駆動装置が、それぞれ備
えられていることを特徴とする多軸オーガー式軟
弱地盤改良装置に係る。
Means for Solving the Problems The present invention comprises a hollow guide rod and a plurality of guide rods provided at the lower end of the rod for forcibly disturbing the ground and filling the forcibly disturbed ground with a liquid agent supplied from the rod. A multi-axis auger is equipped with an axial auger, and is composed of a horizontal base plate and a plurality of auger parts installed vertically on the bottom surface of the base plate and arranged in parallel at intervals on a straight line. The rod is connected to the lower end of the rod on the upper surface so as to be able to slide as appropriate in the parallel direction of the auger parts, and the base plate has a cutting blade protruding outwardly and upwardly so as to surround the peripheral side thereof. Further, the guide rod is provided with a first drive device for appropriately rotating the guide rod, a multi-shaft auger is provided with a second drive device for appropriately sliding the auger, and a third drive device for individually rotating the auger parts. The present invention relates to a multi-shaft auger type soft ground improvement device characterized in that each drive device is provided.

実施例 以下に本発明の一実施例を添附図面にもとづき
説明すると、次の通りである。
Embodiment An embodiment of the present invention will be described below based on the accompanying drawings.

図に於て、1は中空のガイドロツドあり、上端
の周側部に液剤例えばセメントミルクの供給口1
aが設けられている。
In the figure, 1 has a hollow guide rod, and there is a supply port 1 for liquid such as cement milk on the circumferential side of the upper end.
A is provided.

2は上記ガイドロツド1の下端に備えられた多
軸オーガーであり、台盤2aと、該台盤2aの下
面に一線上に並列して取付けられた複数本例えば
2本のオーガー部2b,2b′から構成され、台盤
2aに於て上記ロツド1の下端に、オーガー部2
b,2b′の並列方向に適宜スライド変位し得るよ
うに支持されている。オーガー部2b,2b′は、
下端にビツト3,3′をまた周側部に上下に多段
的に撹拌翼4……,4′……を具備し、撹拌翼4,
4′の相互は、上下に半ピツチずれていて、平面
的に多少オーバラツプするような関係に配置さ
れ、このような配置によつて地盤の撹乱部をオー
ガー部2b,2b′の並列方向に実質的に連続化で
きる。オーガー部2b,2b′は中空であつて、中
空部5,5′は、任意のスライド変位々置に於て、
台盤2a内の液剤通路(図示せず)を介して、ロ
ツド1の中空部6に連通されるよう構成されてい
る。7,7′はオーガー部2b,2b′に形成され
た液剤の噴出孔である。
Reference numeral 2 denotes a multi-shaft auger provided at the lower end of the guide rod 1, which includes a base plate 2a and a plurality of auger parts 2b, 2b', for example, two auger parts, which are attached in parallel on the lower surface of the base plate 2a. The auger part 2 is attached to the lower end of the rod 1 on the base plate 2a.
b, 2b' are supported so as to be slidable as appropriate in the parallel direction. The auger parts 2b, 2b' are
Bits 3, 3' are provided at the lower end, and stirring blades 4..., 4'... are provided in multiple stages up and down on the circumferential side.
4' are vertically shifted by half a pitch, and are arranged in such a manner that they overlap to some extent in a plane, and by this arrangement, the disturbed part of the ground can be effectively distributed in the parallel direction of the auger parts 2b and 2b'. It can be made continuous. The auger parts 2b, 2b' are hollow, and the hollow parts 5, 5' can be moved at any sliding position.
It is configured to communicate with the hollow portion 6 of the rod 1 via a liquid passageway (not shown) in the base plate 2a. Reference numerals 7 and 7' designate liquid injection holes formed in the auger parts 2b and 2b'.

8はガイドロツド1を適宜回転するための第1
駆動装置であり、図にはモータが示され、モータ
の回転が常法通り、チエーン9及びこれと噛合う
スプロケツト10を介して、クランプ11の回転
内環(図示せず)に伝達されるようになつてい
る。クランプ11の外環11aは例えば地上機1
2(第4図参照)に固定される。ロツド1はクラ
ンプを確実に行うために角型に形成しておくこと
が望ましい。
8 is a first rod for appropriately rotating the guide rod 1.
This is a drive device, and a motor is shown in the figure, and the rotation of the motor is transmitted to the rotating inner ring (not shown) of the clamp 11 through a chain 9 and a sprocket 10 that meshes with the chain 9 in the conventional manner. It's getting old. The outer ring 11a of the clamp 11 is attached to the ground plane 1, for example.
2 (see Figure 4). It is desirable that the rod 1 be formed into a rectangular shape for reliable clamping.

13は多軸オーガー2の台盤2a上面に備えら
れたスライド変位操作用の第2駆動装置であり、
図にはシリンダーが示され、シリンダーのロツド
13aの先端はガイドロツド1の周側部に結合さ
れ、ロツド13aが退去位置(第1図参照)にあ
るときはロツド1が多軸オーガー2の中心に位置
するようになつている。
13 is a second drive device for sliding displacement operation provided on the upper surface of the base plate 2a of the multi-axis auger 2;
The figure shows a cylinder, the tip of the rod 13a of the cylinder is connected to the circumferential side of the guide rod 1, and when the rod 13a is in the withdrawn position (see Figure 1), the rod 1 is in the center of the multi-shaft auger 2. It is becoming located.

14は多軸オーガー2の台盤2aの下面に備え
られたオーガー部2b,2b′個別回転用の第3駆
動装置であり、図にはモータが示され、モータの
回転が適宜の伝動機構を介して、オーガー部2
b,2b′に個別に伝動されるようになつている。
Reference numeral 14 denotes a third drive device for individually rotating the auger parts 2b and 2b', which is provided on the lower surface of the base plate 2a of the multi-shaft auger 2. A motor is shown in the figure, and the rotation of the motor is controlled by an appropriate transmission mechanism. Through the auger part 2
b and 2b' are transmitted separately.

15は多軸オーガー2の台盤2aの周側部に巻
装された地盤掘削用のチエーンソーベルトであ
り、該チエーンソーベルト15は側方へ突出され
た刃部15aと、上方へ突出された刃部15bを
有し、上方突出の刃部15b内に上記第2駆動装
置13が収められている。チエーンソーベルト1
5の駆動源として第3駆動装置14が利用され
る。
Reference numeral 15 denotes a chainsaw belt for ground excavation that is wound around the peripheral side of the base plate 2a of the multi-axis auger 2, and the chainsaw belt 15 has a blade portion 15a that projects laterally and a blade that projects upwardly. The second drive device 13 is housed in the upwardly projecting blade portion 15b. chainsaw belt 1
A third drive device 14 is used as a drive source for the drive unit 5.

第4図に本発明装置による地盤改良の実施状況
が工程順に概略的に示されている。第1工程(第
4図の左図参照)に於て、第1図に示す状態で第
3駆動装置14をして、オーガー部2b,2b′及
びチエーンソーベルト15が個別回転され、之等
の回転掘削案内によりガイドロツド1が所定深度
まで挿入される。
FIG. 4 schematically shows the implementation status of ground improvement using the apparatus of the present invention in the order of steps. In the first step (see the left diagram in FIG. 4), the third drive device 14 is operated in the state shown in FIG. 1 to individually rotate the auger parts 2b, 2b' and the chainsaw belt 15. The guide rod 1 is inserted to a predetermined depth by the rotary excavation guide.

次に第2工程(第4図の中図参照)に於て、上
記の個別回転を継続しつつ第1駆動装置8をして
ガイドロツド1を回転せしめ、その下端の多軸オ
ーガー2の全体を回転せしめる。斯くすることに
より多軸オーガー2の各オーガー部2b,2b′は
個別回転(自転回転)に加え公転回転を行うこと
になり、オーガー部2b,2b′の並列長さの略々
1/2を回転半径として地盤が撹拌される。
Next, in the second step (see the middle diagram in Figure 4), the first drive device 8 rotates the guide rod 1 while continuing the above-mentioned individual rotations, and the entire multi-shaft auger 2 at the lower end of the guide rod 1 is rotated. Let it rotate. By doing this, each auger part 2b, 2b' of the multi-axis auger 2 performs orbital rotation in addition to individual rotation (rotation), and approximately 1/2 of the parallel length of the auger parts 2b, 2b' is The ground is stirred as the radius of rotation.

次に第3工程(第4図の右図参照)に於て、上
記の各部の回転を継続しつつ、第2駆動装置13
をして、多軸オーガー2をオーガー部2b,2
b′の並列方向にスライド変位して行くと、これに
つれ多軸オーガー2の回転半径が増大して行き、
最終的にオーガー部2b,2b′の並列長さの略々
全長を回転半径として地盤が撹拌される。
Next, in the third step (see the right diagram in FIG. 4), while continuing the rotation of the above-mentioned parts, the second drive device 13
and connect the multi-axis auger 2 to the auger parts 2b, 2.
As the slide displacement in the parallel direction of b' progresses, the rotation radius of the multi-axis auger 2 increases accordingly.
Finally, the ground is stirred with a radius of rotation approximately equal to the entire length of the parallel lengths of the auger parts 2b, 2b'.

而してこの第3工程に於て、オーガー部2b,
2b′の噴出孔7,7′より、撹拌地盤内に液剤例
えばセメントミルクを噴出し充填しつつ、ガイド
ロツド1を徐々に引上げて行くことにより、円柱
状の広範囲の地盤改良が達成される。ガイドロツ
ド1の引上げ操作時には、チエーンソーベルト1
5は自転及び公転回転を継続しつつその刃部15
a,15bに於て地盤を掘削し、ロツド1ひいて
は多軸オーガー2の地面への引上げを可能にす
る。
In this third step, the auger section 2b,
By gradually pulling up the guide rod 1 while squirting and filling the agitated ground with a liquid agent, such as cement milk, from the ejection holes 7, 7' of 2b', a wide cylindrical ground improvement is achieved. When pulling up the guide rod 1, the chainsaw belt 1
5 continues its rotation and revolution, and the blade part 15
The ground is excavated at points a and 15b to enable the rod 1 and the multi-shaft auger 2 to be pulled up to the ground.

第3工程に於て地盤改良される範囲は、図示の
実施例に於て、第1工程の個別自転回転の略々4
倍に達し、個別自転回転に比し、地盤改良範囲を
飛躍的に向上できる。
In the illustrated embodiment, the range of ground improvement in the third step is approximately 4 degrees of individual rotation in the first step.
This has reached double the amount of rotation, and compared to individual rotation, the range of ground improvement can be dramatically improved.

また施工の途中に於て、埋設物等の障害物によ
りロツド1の引上げに支障を生ずる場合には、施
工状態を第2工程更には第1工程の状況に戻すこ
とにより障害物を容易にクリアーできる。
In addition, if during construction, an obstruction such as a buried object interferes with lifting the rod 1, the obstruction can be easily cleared by returning the construction state to that of the second process or even the first process. can.

効 果 このように本発明に於ては、多軸オーガーの個
別回転、全体回転並びにスライド変位により、一
度に円柱状の広範囲の地盤改良部が得られ、改良
地盤面積の拡大ひいては装置の性能を格段と向上
できる特徴を有する。
Effects As described above, in the present invention, a wide cylindrical ground improvement area can be obtained at once by the individual rotation, overall rotation, and sliding displacement of the multi-axis auger, expanding the area of improved ground and improving the performance of the device. It has characteristics that can be significantly improved.

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

第1図は本発明の一実施例を示す一部切欠き正
面図、第2図は第1図のA〜A線に沿う断面図、
第3図は多軸オーガーをスライド変位した時の状
況を示す正面図、第4図は本発明装置の施工状況
を概略的に示す工程図である。 図に於て、1はガイドロツド、2は多軸オーガ
ー、2aはその台盤、2b,2b′はそのオーガー
部、3,3′はビツト、4,4′は撹拌翼、5,
5′及び6は中空部、7,7′は噴出孔、8は第1
駆動装置、9はチエーン、10はスプロケツト、
11はクランプ、12は地上機、13は第2駆動
装置、14は第3駆動装置、15はチエーンソー
ベルトである。
FIG. 1 is a partially cutaway front view showing an embodiment of the present invention, FIG. 2 is a sectional view taken along line A to A in FIG. 1,
FIG. 3 is a front view showing the situation when the multi-axis auger is slid and displaced, and FIG. 4 is a process diagram schematically showing the construction situation of the apparatus of the present invention. In the figure, 1 is a guide rod, 2 is a multi-shaft auger, 2a is its base, 2b, 2b' are its auger parts, 3, 3' are bits, 4, 4' are stirring blades, 5,
5' and 6 are hollow parts, 7 and 7' are nozzle holes, and 8 is the first
Drive device, 9 is a chain, 10 is a sprocket,
11 is a clamp, 12 is a ground machine, 13 is a second drive device, 14 is a third drive device, and 15 is a chainsaw belt.

Claims (1)

【特許請求の範囲】[Claims] 1 中空ガイドロツドと、地盤を強制撹乱し且つ
この強制撹乱地盤内に上記ロツドより供給される
液剤を充填する多軸オーガーを具備し、多軸オー
ガーは、水平台盤と該台盤の下面に縦向きに取付
けられた、一直線上に間隔をもつて並列する複数
本のオーガー部から構成されていて、台盤上面に
於て上記ロツドの下端に、オーガー部の並列方向
に適宜スライド変位し得るように接続され、上記
台盤には、その周側部を取り囲むように、外側方
並びに上方に突出する掘削刃が備えられ、更にガ
イドロツドにこれを適宜回転するための第1駆動
装置が、また多軸オーガーに、これを適宜スライ
ド変位するための第2駆動装置と、オーガー部を
個別回転するための第3駆動装置が、それぞれ備
えられていることを特徴とする多軸オーガー式軟
弱地盤改良装置。
1 Equipped with a hollow guide rod and a multi-shaft auger that forcibly disturbs the ground and fills the forcibly disturbed ground with the liquid supplied from the rod. It is composed of a plurality of auger parts arranged in parallel at intervals on a straight line, and a rod is attached to the lower end of the rod on the upper surface of the base plate so that it can be slid as appropriate in the parallel direction of the auger parts. The base plate is provided with a digging blade that protrudes outwardly and upwardly so as to surround the circumferential side thereof, and further includes a first drive device on the guide rod for appropriately rotating the cutting blade. A multi-shaft auger type soft ground improvement device characterized in that the shaft auger is provided with a second drive device for appropriately sliding the auger, and a third drive device for individually rotating the auger parts. .
JP20899184A 1984-10-03 1984-10-03 Multishaft auger type soft ground improving device Granted JPS6187014A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20899184A JPS6187014A (en) 1984-10-03 1984-10-03 Multishaft auger type soft ground improving device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20899184A JPS6187014A (en) 1984-10-03 1984-10-03 Multishaft auger type soft ground improving device

Publications (2)

Publication Number Publication Date
JPS6187014A JPS6187014A (en) 1986-05-02
JPH0227488B2 true JPH0227488B2 (en) 1990-06-18

Family

ID=16565513

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20899184A Granted JPS6187014A (en) 1984-10-03 1984-10-03 Multishaft auger type soft ground improving device

Country Status (1)

Country Link
JP (1) JPS6187014A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2683038B2 (en) * 1988-06-17 1997-11-26 孝豊 藤田 Multi-axis excavator
JPH0285416A (en) * 1988-09-20 1990-03-26 Shimizu Corp Soft ground improvement equipment and soft ground improvement method

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54112509A (en) * 1978-02-21 1979-09-03 Takenaka Komuten Co Variable pitch multispindle injection ground improving machine
JPS5544816A (en) * 1978-09-25 1980-03-29 Aisin Seiki Adhesion system lace

Also Published As

Publication number Publication date
JPS6187014A (en) 1986-05-02

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