JPH0525820A - Column row wall excavator - Google Patents

Column row wall excavator

Info

Publication number
JPH0525820A
JPH0525820A JP18239691A JP18239691A JPH0525820A JP H0525820 A JPH0525820 A JP H0525820A JP 18239691 A JP18239691 A JP 18239691A JP 18239691 A JP18239691 A JP 18239691A JP H0525820 A JPH0525820 A JP H0525820A
Authority
JP
Japan
Prior art keywords
auger
wing
blades
shafts
shaft
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.)
Pending
Application number
JP18239691A
Other languages
Japanese (ja)
Inventor
Nobuhisa Ikeda
修久 池田
Hiroyuki Kawasaki
博行 川崎
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.)
Tone KK
Original Assignee
Tone 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 Tone KK filed Critical Tone KK
Priority to JP18239691A priority Critical patent/JPH0525820A/en
Publication of JPH0525820A publication Critical patent/JPH0525820A/en
Pending legal-status Critical Current

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Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)

Abstract

PURPOSE:To lower revolving resistance of shafts to develop a column row wall with high degree of accuracy by mounting bits to the front end consisting of three or more shafts and, at the same time, arranging bits so that parts of loci of the bits overlap each other. CONSTITUTION:Bits 22, 24 and 26 are connected to an underground kneader 11 and the lower end thereof, and a wing shaft 14 and auger shafts 12 and 16 are arranged to the kneader 11 in parallel. A distance between the shafts is kept in constant by means of a coupling band 18 and a coupling device 20. Auger blades 28 and wing blades 30 are alternately arranged to the shaft along it. When a rotary device 27 is operated, the auger shafts 12 and 16 and the wing shaft 14 are rotated, excavation is made while injecting injection liquid from jets of the bits 22, 24 and 26. After that, part of an excavated earth is mixed with the injection liquid with rotation of the auger blades and the wing blades to equalize. According to the constitution, rotary resistance of shafts is lowered, and a column row wall with high degree of accuracy and high cut-off efficiency can be developed.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は柱列壁掘削装置に係り、
特に先端からセメントミルク等の液体を噴出しつつ回転
と送りを与えて地中を掘削する止水性の高い柱列壁掘削
装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a column wall excavating device,
In particular, the present invention relates to a columnar wall excavating device having a high water-stopping capability for excavating the ground by ejecting a liquid such as cement milk from the tip and rotating and feeding the liquid.

【0002】[0002]

【従来の技術】原位置攪拌式柱列壁を造成する場合、オ
ーガ翼を取付けたオーガ軸を1本づつオーバーラップさ
せて行っていたが次孔を開孔する場合、孔曲がりが生じ
能率が悪いという欠点があった。そこで、このような不
具合を解消する為に、柱列壁掘削装置は多軸化になり、
一度に複数の孔を同時に開けるようにしている。即ち、
オーガ軸を複数本一列に配置し、そして隣接したオーガ
軸のオーガ翼同士を非接触で噛み合わせ、各オーガ軸を
同期させて回転させている。
2. Description of the Related Art In the case of forming an in-situ stirring column wall, the auger shafts with auger blades were overlapped one by one, but when the next hole is opened, hole bending occurs and the efficiency is improved. It had the drawback of being bad. Therefore, in order to eliminate such problems, the column row wall excavation equipment has become multi-axis,
I try to open multiple holes at the same time. That is,
A plurality of auger shafts are arranged in a line, and auger blades of adjacent auger shafts are brought into non-contact mesh with each other to rotate the auger shafts in synchronization.

【0003】また、他の柱列壁掘削装置として、スクリ
ュウ翼と攪拌翼とを1本の掘削軸に交互に設け、そして
この掘削軸に隣接する攪拌軸に攪拌翼又はスクリュウ翼
を設けたものがある。前記攪拌軸の攪拌翼は前記スクリ
ュウ翼に対して位置をずらして設けられると共に、攪拌
翼の回転軌跡の一部がスクリュウ翼の回転軌跡とオーバ
ーラップする大きさに形成されている(特開昭52-12470
6 号公報、特公昭号公報55-9978 、特公昭56-24744号公
報、特公昭59-45055号公報)。
Further, as another column row wall excavating device, a screw blade and a stirring blade are alternately provided on one excavating shaft, and a stirring blade or a screw blade is provided on a stirring shaft adjacent to the excavating shaft. There is. The stirring blade of the stirring shaft is provided so as to be displaced with respect to the screw blade, and is formed in such a size that a part of the rotation locus of the stirring blade overlaps with the rotation locus of the screw blade (Japanese Patent Laid-Open No. Sho-61-86). 52-12470
6 gazette, Japanese Patent Publication No. 55-9978, Japanese Patent Publication No. 56-24744, and Japanese Patent Publication No. 59-45055).

【0004】[0004]

【発明が解決しようとする課題】しかしながら、1本の
オーガ軸に掘削翼と攪拌翼が設けられた従来の柱列壁掘
削装置では、柱列壁の両外側の掘孔は非対称の欠円にな
る為、攪拌翼の回転で孔壁が損傷するいう欠点がある。
特に、地質が砂礫層の場合では、攪拌翼は礫の抵抗を受
け易いので回転抵抗が増大したり、また孔壁に攪拌翼が
片当たりするようになるので、孔曲がりが生じたりする
という欠点がある。
However, in the conventional column row wall excavator in which the excavation blade and the stirring blade are provided on one auger shaft, the drill holes on both outer sides of the column row wall have an asymmetrical cutout. Therefore, there is a drawback that the hole wall is damaged by the rotation of the stirring blade.
In particular, when the geology is a gravel layer, the stirring blade is susceptible to the resistance of the gravel, so the rotation resistance increases, and the stirring blade comes into partial contact with the hole wall, which causes hole bending. There is.

【0005】また、1本の掘削軸にスクリュウ翼と攪拌
翼が設けられていると、掘削時に掘削翼で上方に移動さ
せた土砂、礫を混練する際に回転抵抗が増大し、攪拌翼
が短時間で破損するという欠点がある。更に、掘削軸を
反転させて孔から引き抜く際に、土砂及び礫が攪拌翼と
掘削翼との間で圧密されるので、回転抵抗が増大し攪拌
翼が破損する場合がある。
If one excavating shaft is provided with a screw blade and a stirring blade, the rotational resistance increases when kneading the earth and sand and gravel moved upward by the excavating blade during excavation, and the stirring blade is It has the drawback of being damaged in a short time. Further, when reversing the excavation axis and pulling out from the hole, soil and gravel are compacted between the agitating blade and the excavating blade, which may increase the rotational resistance and damage the agitating blade.

【0006】本発明はこのような事情に鑑みてなされた
もので、軸の回転抵抗を小さくして精度の良い柱列壁を
造成することができる柱列壁掘削装置を提供することを
目的とする。
The present invention has been made in view of such circumstances, and an object thereof is to provide a column wall excavating device capable of forming a column wall with high accuracy by reducing the rotational resistance of the shaft. To do.

【0007】[0007]

【課題を解決する為の手段】本発明は、前記目的を達成
する為に、3本以上の軸で構成され先端にビットを取付
けると共に、これらのビットを各ビットの回転軌跡の一
部が互いにオーバーラップするように配設し、前記ビッ
トを回転させて地中を掘削する柱列壁掘削装置に於い
て、前記軸は、螺旋形状のオーガ翼が軸方向に所定間隔
で設けられたオーガ軸と、板状のウィング翼が軸方向に
所定間隔で設けられたウィング軸とが交互に、且つその
両外側にオーガ軸が位置するように配設されて構成さ
れ、前記オーガ翼と前記ウィング翼とは、オーガ軸及び
ウィング軸に沿って交互に配設されると共に、オーガ翼
の回転軌跡とウィング翼の回転軌跡の一部が互いにオー
バーラップする大きさに形成されたことを特徴とする。
In order to achieve the above-mentioned object, the present invention is to mount a bit on the tip which is composed of three or more shafts, and these bits have a part of the rotation loci of each bit mutually. In a column-row excavating device that is arranged so as to overlap and excavates the ground by rotating the bit, the shaft is an auger shaft in which spiral auger blades are provided at predetermined intervals in the axial direction. And wing shafts having plate-shaped wing blades provided at predetermined intervals in the axial direction alternately and with auger shafts positioned on both outer sides thereof, the auger blades and the wing blades. Is alternately arranged along the auger axis and the wing axis, and is formed in such a size that the rotation locus of the auger blade and a part of the rotation trajectory of the wing blade overlap each other.

【0008】[0008]

【作用】本発明によれば、オーガ軸とウィング軸とを交
互に、且つその両外側にオーガ軸が位置するように配設
する。これにより、柱列壁がウィング翼の回転で損傷す
るのを防止できるので、精度の良い柱列壁を造成するこ
とができる。また、オーガ翼とウィング翼とを、オーガ
軸及びウィング軸に沿って交互に配設すると共に、オー
ガ翼の回転軌跡とウィング翼の回転軌跡の一部が互いに
オーバーラップする大きさに形成する。これにより、オ
ーガ軸とウィング軸の回転抵抗を小さくすることができ
る。
According to the present invention, the auger shafts and the wing shafts are alternately arranged and the auger shafts are located on both outer sides of the auger shafts. As a result, the column wall can be prevented from being damaged by the rotation of the wing blades, so that the column wall can be formed with high accuracy. Further, the auger blades and the wing blades are alternately arranged along the auger axis and the wing axis, and the rotation locus of the auger blade and a part of the rotation trajectory of the wing blade are formed so as to overlap each other. As a result, the rotational resistance of the auger shaft and the wing shaft can be reduced.

【0009】更に、オーガ軸のオーガ翼の間と、ウィン
グ軸のウィング翼の間にオーガ翼よりも小径のオーガ翼
を設けることにより、土砂とセメントミルクの攪拌混練
効果を向上させることができる。また、ウィング軸のウ
ィング翼の間に、該ウィング翼よりも小径のウィング翼
を設けても、土砂とセメントミルクの攪拌混練効果を向
上させることができる。
Further, by providing an auger blade having a diameter smaller than that of the auger blade between the auger blades of the auger shaft and between the wing blades of the wing shaft, the stirring and kneading effect of the earth and sand and the cement milk can be improved. Further, by providing a wing blade having a smaller diameter than the wing blade between the wing blades of the wing shaft, the effect of stirring and kneading the earth and sand and the cement milk can be improved.

【0010】[0010]

【実施例】以下添付図面に従って本発明に係る柱列壁掘
削装置の好ましい実施例について詳説する。図1は本発
明に係る柱列壁掘削装置10の第1実施例が示される。
この柱列壁掘削装置10は、地中混練装置11の下端部
に後述するビット22、24、26が連結されて構成さ
れる。前記地中混練装置11は、ウィング軸14とその
両側に配設された2本のオーガ軸12、16とが並設さ
れて構成される。ウィング軸14とオーガ軸12、16
とは、その上部に連結された連結バンド18とビット軸
に連結された連結装置20とによって各軸間距離が一定
に保持されて平行に配設される。また、符号21は軸を
継ぐジョイントである。オーガ軸12、16及びウィン
グ軸14の下端部にはそれぞれ前述したビット22、2
4、26が接続され、これらのビット22、24、26
のうちウィング軸14に接続されたビット24が両側の
ビット22、26よりも若干量上方に取付けられてい
る。また、前記ビット22、24、26は、外周部同士
が上下に重なる大きさに構成されてオーガ翼28、28
…を有していると共に、その先端部にセメントミルク等
の注入液体を下方に向けて噴射する図示しない噴射口が
形成されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A preferred embodiment of a column wall excavating device according to the present invention will be described in detail below with reference to the accompanying drawings. FIG. 1 shows a pillar row wall excavating device 10 according to a first embodiment of the present invention.
The column row wall excavating device 10 is configured by connecting bits 22, 24, 26 described later to the lower end portion of the underground kneading device 11. The underground kneading device 11 is configured by a wing shaft 14 and two auger shafts 12 and 16 arranged on both sides of the wing shaft 14 side by side. Wing shaft 14 and auger shafts 12, 16
Are arranged parallel to each other with a constant inter-axis distance maintained by the connecting band 18 connected to the upper part and the connecting device 20 connected to the bit shaft. Reference numeral 21 is a joint that connects the shafts. The lower ends of the auger shafts 12 and 16 and the wing shaft 14 have the above-mentioned bits 22 and 2 respectively.
4, 26 are connected and these bits 22, 24, 26
Of these, the bit 24 connected to the wing shaft 14 is mounted slightly above the bits 22 and 26 on both sides. Further, the bits 22, 24 and 26 are so constructed that their outer peripheral portions are vertically overlapped with each other and have auger blades 28 and 28.
, And an injection port (not shown) for injecting an injecting liquid such as cement milk downward is formed at the tip thereof.

【0011】上部には回転装置27が連結され、この回
転装置27を作動すること回転駆動力が前記オーガ軸1
2、16及びウィング軸14に伝達される。これによ
り、前記ビット22、24、26は図中矢印方向に回転
される。前記オーガ軸12、16には、スクリュウ形状
のオーガ翼28、28…がオーガ軸12、16の軸方向
に一定間隔で、且つ各オーガ軸12、16に取付けられ
た各オーガ翼28、28が対向する位置に設けられてい
る。また、ウィング軸14には板状のウィング翼30、
30…が所定角度傾斜して設けられる。これらのウィン
グ翼30、30…は前記オーガ翼28、28…の間に位
置すると共に、その外周部が図2に示すようにオーガ翼
28の外周部と上下に重なる大きさに、即ちオーバーラ
ップする大きさに形成されている。
A rotating device 27 is connected to an upper part of the auger shaft 1 so that the rotating driving force is generated by operating the rotating device 27.
2, 16 and the wing shaft 14 are transmitted. As a result, the bits 22, 24 and 26 are rotated in the direction of the arrow in the figure. The auger shafts 12 and 16 have screw-shaped auger blades 28, 28 ... Attached to the auger shafts 12, 16 at regular intervals in the axial direction of the auger shafts 12, 16, respectively. It is provided at the opposite position. Further, the wing shaft 14 has a plate-shaped wing blade 30,
30 ... are inclined at a predetermined angle. These wing blades 30, 30 ... Are located between the auger blades 28, 28 ... And have a size such that the outer peripheral portion thereof vertically overlaps the outer peripheral portion of the auger blade 28 as shown in FIG. It is formed to the size

【0012】次に、前記の如く構成された柱列壁掘削装
置10の作用について説明する。先ず、回転装置27を
作動してオーガ軸12、16及びウィング軸14を回転
させると共に、ビット22、24、26の噴射口から注
入液を噴射しながら、ビット22、24、26で掘削を
開始する。掘削を継続すると、オーガ軸12、16のオ
ーガ翼28、28…よって掘削した土砂の一部が掘削孔
を上昇して掘削入口から外部に排出される。また、排出
されない残りの土砂は、オーガ翼28、28…とウィン
グ軸14のウィング翼30、30…の回転によって前記
注入液と混合される。そして、注入液と混合された土
は、図3に示す断面数珠繋ぎ形状の掘削孔32内に於い
て密度が均一になる。
Next, the operation of the column row wall excavating device 10 configured as described above will be described. First, the rotating device 27 is operated to rotate the auger shafts 12 and 16 and the wing shaft 14, and at the same time, the excavation is started at the bits 22, 24 and 26 while injecting the injection liquid from the injection ports of the bits 22, 24 and 26. To do. When the excavation is continued, part of the earth and sand excavated by the auger blades 28, 28 of the auger shafts 12, 16 rises in the excavation hole and is discharged to the outside from the excavation inlet. Further, the remaining sediment not discharged is mixed with the injection liquid by the rotation of the auger blades 28, 28 ... And the wing blades 30, 30 ... Of the wing shaft 14. Then, the soil mixed with the injection liquid has a uniform density in the excavation hole 32 having a cross-sectionally connected shape shown in FIG.

【0013】次に、柱列壁掘削装置10による掘削が完
了すると、柱列壁掘削装置10を上下動させながら掘削
孔32から抜く。この時、掘削孔32内の掘削土砂は、
柱列壁掘削装置10を上下動させる際にオーガ翼28、
28…の回転によって掘削孔32の上方に移送され、ま
た移送の途中でオーガ翼28とウィング翼30、30の
回転によってセメントミルク等の注入液と攪拌混練され
る。
Next, when the excavation by the pillar row wall excavating device 10 is completed, the pillar row wall excavating device 10 is vertically moved and pulled out from the excavation hole 32. At this time, the excavated earth and sand in the excavated hole 32 is
When moving the pillar row wall excavation device 10 up and down, the auger blades 28,
28 ... is transferred to above the excavation hole 32, and in the middle of the transfer, the auger blade 28 and the wing blades 30 and 30 are rotated to be kneaded with an injection liquid such as cement milk.

【0014】従って、掘削孔32内の土砂は、オーガ翼
28、28…とウィング翼30、30…の回転によって
セメントミルクと攪拌混練されて均一に地盤改良され
る。このように、本実施例ではオーガ軸12、16には
オーガ翼28のみを取付け、そしてウィング軸14には
ウィング翼30のみを取付けて、オーガ翼で土砂を攪拌
混練させるようにしたので、従来の柱列壁掘削装置と比
較してオーガ軸12、16及びウィング軸14の回転抵
抗を小さくすることができる。また、ガイド孔であるオ
ーガ軸12、16を両側に配設したので、ウィング翼で
孔壁を損傷させることもなく、孔曲がりを抑制すること
ができる。尚、両外側の掘削孔に囲まれた中間部の掘削
孔は、欠円部が対称に鳴っている為ウイング翼であって
も片当たりすることがないので掘削の抵抗にならず、孔
曲がりや孔壁を荒らすことがなく攪拌効果を向上させる
ことができる。
Therefore, the soil in the excavation hole 32 is agitated and kneaded with the cement milk by the rotation of the auger blades 28, 28 ... And the wing blades 30, 30. As described above, in this embodiment, only the auger blades 28 are attached to the auger shafts 12 and 16, and only the wing blades 30 are attached to the wing shafts 14, so that the auger blades are used to stir and knead the soil. The rotation resistance of the auger shafts 12 and 16 and the wing shaft 14 can be reduced as compared with the column row wall excavating device. Further, since the auger shafts 12 and 16 which are the guide holes are arranged on both sides, it is possible to suppress the hole bending without damaging the hole wall with the wing blades. In addition, the middle hole surrounded by the outer holes is not symmetrical even if it is a wing wing because the broken circles are symmetrically singing. The stirring effect can be improved without roughening the hole walls.

【0015】更に、オーガ翼28とプレート翼30は上
下に重なるように設けられているので、セメントミルク
と土砂の攪拌効果を向上させることができる。一方、柱
列壁掘削装置10が抜かれた掘削孔32の壁は、セメン
トミルクが固化することにより止水壁34(図3に示
す)となり、地下水が掘削孔32内に洩水するのを阻止
することができる。
Further, since the auger blade 28 and the plate blade 30 are provided so as to overlap with each other in the vertical direction, the stirring effect of cement milk and earth and sand can be improved. On the other hand, the wall of the excavation hole 32 from which the pillar row excavation device 10 has been removed becomes a water blocking wall 34 (shown in FIG. 3) due to the solidification of cement milk, which prevents groundwater from leaking into the excavation hole 32. can do.

【0016】図4には本発明に係る柱列壁掘削装置36
の第2実施例が示され、この柱列壁掘削装置36によれ
ば、オーガ軸12、16のオーガ翼28、28…の間に
小径のオーガ翼38、38…と、ウィング軸14のウィ
ング30、30…間に小径のオーガ翼40、40…とが
設けられている。前記オーガ翼38はウィング30に対
して非接触で配設され、オーガ翼40はオーガ翼28に
対して非接触で配設されている。
FIG. 4 shows a column row wall excavating device 36 according to the present invention.
According to the second embodiment of the present invention, the column row wall excavating device 36 has a small-diameter auger blade 38, 38 between the auger blades 28, 28 of the auger shafts 12, 16, and a wing of the wing shaft 14. Small-diameter auger blades 40, 40, ... Are provided between 30, 30 ,. The auger blade 38 is arranged in non-contact with the wing 30, and the auger blade 40 is arranged in non-contact with the auger blade 28.

【0017】従って、第2実施例によれば、掘削孔32
内の土砂が上方に移送される際に、ウィング翼30とそ
れに対向するオーガ翼38、及びオーガ翼28とそれに
対向するオーガ翼40によって攪拌混練されるので、図
1に示した第1実施例よりもセメントミルクと土砂の攪
拌効果を向上させることができる。また、掘削径が大き
くなると隣接する軸との間に空間ができるので、前記小
径のオーガ翼40を配設することにより攪拌効果が高く
なる。
Therefore, according to the second embodiment, the drill hole 32
When the earth and sand inside are transferred upward, they are agitated and kneaded by the wing blades 30 and the auger blades 38 opposed thereto, and the auger blades 28 and the auger blades 40 opposed thereto, so that the first embodiment shown in FIG. It is possible to improve the stirring effect of cement milk and earth and sand. Further, when the excavation diameter becomes large, a space is formed between the adjacent shafts, so that the agitation effect is enhanced by disposing the auger blade 40 having the small diameter.

【0018】図5には本発明に係る柱列壁掘削装置42
の第3実施例が示され、この柱列壁掘削装置42によれ
ば、ウィング軸14のウィング翼30、30…の間に小
径のウィング翼42、42…がオーガ翼28、28…に
対向して設けられている。また、ウィング翼42はオー
ガ翼28に対して非接触で配設されている。従って、第
3実施例によれば、掘削孔32内の土砂が上方に移送さ
れる際に、ウィング翼30、及びオーガ翼28とそれに
対向するウィング翼42によって攪拌混練されるので、
図1に示した第1実施例よりもセメントミルクと土砂の
攪拌効果を向上させることができる。
FIG. 5 illustrates a column wall excavator 42 according to the present invention.
According to the column row wall excavating device 42, the wing blades 42, 42 with a small diameter are opposed to the auger blades 28, 28 ... Between the wing blades 30, 30. Is provided. The wing blades 42 are arranged in non-contact with the auger blades 28. Therefore, according to the third embodiment, when the earth and sand in the excavation hole 32 is transferred upward, the wing blade 30 and the auger blade 28 and the wing blade 42 opposed thereto are agitated and kneaded.
The stirring effect of cement milk and earth and sand can be improved more than in the first embodiment shown in FIG.

【0019】また、図6には、図1に示した柱列壁掘削
装置10の5軸を配設した柱列壁掘削装置10Aの実施
例、図7には図4に示した柱列壁掘削装置36の5軸を
配設した柱列壁掘削装置36Aの実施例、図8には図5
に示した柱列壁掘削装置42の5軸を配設した柱列壁掘
削装置42Aの実施例が示されている。尚、本実施例で
は3軸、及び5軸を備えた柱列壁掘削装置について説明
したがこれに限られるものではなく、両側にオーガ軸を
配設したものであれば良い。
FIG. 6 shows an embodiment of a column row wall excavating device 10A in which five axes of the column row wall excavating device 10 shown in FIG. 1 are arranged, and FIG. 7 shows the column row wall shown in FIG. An example of a column-row excavator 36A in which five axes of the excavator 36 are arranged, and FIG.
An example of a column row wall excavating device 42A in which five axes of the column row wall excavating device 42 shown in FIG. In the present embodiment, the column row wall excavating device having three and five axes has been described, but the present invention is not limited to this and any auger shaft may be provided on both sides.

【0020】[0020]

【発明の効果】以上説明したように、本発明に係る多軸
掘削機によれば、オーガ軸とウィング軸とを交互に、且
つその両外側にオーガ軸が位置するように配設し、また
オーガ翼とウィング翼とを、オーガ軸及びウィング軸に
沿って交互に配設すると共に、オーガ翼の回転軌跡とウ
ィング翼の回転軌跡の一部が互いにオーバーラップする
大きさに形成したので、軸の回転抵抗を小さくして精度
の良い、且つ止水性の高い柱列壁を造成することができ
る。
As described above, according to the multi-axis excavator according to the present invention, the auger shafts and the wing shafts are alternately arranged and the auger shafts are located on both outer sides of the auger shafts. The auger blades and the wing blades are alternately arranged along the auger axis and the wing axis, and the rotation path of the auger blade and a part of the rotation path of the wing blades are formed so as to overlap each other. It is possible to form a column wall with high accuracy and high water resistance by reducing the rotation resistance of.

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

【図1】本発明に係る柱列壁掘削装置の第1実施例を示
す正面図
FIG. 1 is a front view showing a first embodiment of a column row wall excavating device according to the present invention.

【図2】図1に於けるA−A線上に沿う断面図FIG. 2 is a sectional view taken along the line AA in FIG.

【図3】掘削孔の断面図[Fig. 3] Cross-sectional view of a drill hole

【図4】本発明に係る柱列壁掘削装置の第2実施例を示
す正面図
FIG. 4 is a front view showing a second embodiment of the column wall excavating device according to the present invention.

【図5】本発明に係る柱列壁掘削装置の第3実施例を示
す正面図
FIG. 5 is a front view showing a pillar row wall excavating device according to a third embodiment of the present invention.

【図6】図1に示した柱列壁掘削装置の5軸を配設した
柱列壁掘削装置の実施例を示す正面図
6 is a front view showing an embodiment of a column-row excavating device in which five axes of the column-row excavating device shown in FIG. 1 are arranged.

【図7】図4に示した柱列壁掘削装置の5軸を配設した
柱列壁掘削装置の実施例を示す正面図
FIG. 7 is a front view showing an embodiment of a column-row excavating device in which five axes of the column-row excavating device shown in FIG. 4 are arranged.

【図8】図5に示した柱列壁掘削装置の5軸を配設した
柱列壁掘削装置の実施例を示す正面図
8 is a front view showing an embodiment of a column-row excavating device in which five axes of the column-row excavating device shown in FIG. 5 are arranged.

【符号の説明】[Explanation of symbols]

10、36、42…柱列壁掘削装置 12、16…オーガ軸 14…ウィング軸 22、24、26…ビット 28、38、40…オーガ翼 40、44…ウィング翼 10, 36, 42 ... Pillar wall excavator 12, 16 ... Auger axis 14 ... Wing axis 22, 24, 26 ... bit 28, 38, 40 ... Auger wings 40, 44 ... Wing wings

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 3本以上の軸で構成され先端にビットを
取付けると共に、これらのビットを各ビットの回転軌跡
の一部が互いにオーバーラップするように配設し、前記
ビットを回転させて地中を掘削する柱列壁掘削装置に於
いて、 前記軸は、螺旋形状のオーガ翼が軸方向に所定間隔で設
けられたオーガ軸と、板状のウィング翼が軸方向に所定
間隔で設けられたウィング軸とが交互に、且つその両外
側にオーガ軸が位置するように配設されて構成され、 前記オーガ翼と前記ウィング翼とは、オーガ軸及びウィ
ング軸に沿って交互に配設されると共に、オーガ翼の回
転軌跡とウィング翼の回転軌跡の一部が互いにオーバー
ラップする大きさに形成されたことを特徴とする柱列壁
掘削装置。
1. A bit, which is composed of three or more shafts, is attached to the tip thereof, and these bits are arranged so that the rotation loci of the respective bits partially overlap each other. In a column row wall excavating device for excavating the inside, the shaft is provided with an auger shaft in which spiral auger blades are provided at predetermined intervals in the axial direction, and plate-shaped wing blades are provided at predetermined intervals in the axial direction. And wing shafts are alternately arranged so that the auger shafts are located on both outer sides thereof, and the auger blades and the wing blades are alternately arranged along the auger shafts and the wing shafts. In addition, the column row wall excavating device is characterized in that the rotation locus of the auger blade and a part of the rotation locus of the wing blade overlap each other.
【請求項2】 前記オーガ軸のオーガ翼の間と、前記ウ
ィング軸のウィング翼の間にオーガ翼よりも小径のオー
ガ翼を設けたことを特徴とする請求項1記載の柱列壁掘
削装置。
2. The column row wall excavating device according to claim 1, wherein auger blades having a diameter smaller than that of the auger blades are provided between the auger blades of the auger shaft and between the wing blades of the wing shaft. .
【請求項3】 前記ウィング軸のウィング翼の間に、該
ウィング翼よりも小径のウィング翼を設けたことを特徴
とする請求項1記載の柱列壁掘削装置。
3. The column row wall excavating device according to claim 1, wherein wing blades having a smaller diameter than the wing blades are provided between the wing blades of the wing shaft.
JP18239691A 1991-07-23 1991-07-23 Column row wall excavator Pending JPH0525820A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18239691A JPH0525820A (en) 1991-07-23 1991-07-23 Column row wall excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18239691A JPH0525820A (en) 1991-07-23 1991-07-23 Column row wall excavator

Publications (1)

Publication Number Publication Date
JPH0525820A true JPH0525820A (en) 1993-02-02

Family

ID=16117583

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18239691A Pending JPH0525820A (en) 1991-07-23 1991-07-23 Column row wall excavator

Country Status (1)

Country Link
JP (1) JPH0525820A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5586840A (en) * 1993-11-30 1996-12-24 Concrete Coring Company Apparatus for digging soil foundation and method for constructing underground wall by using the apparatus

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5586840A (en) * 1993-11-30 1996-12-24 Concrete Coring Company Apparatus for digging soil foundation and method for constructing underground wall by using the apparatus

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