JPH02167919A - Multispindle excavator - Google Patents

Multispindle excavator

Info

Publication number
JPH02167919A
JPH02167919A JP32163488A JP32163488A JPH02167919A JP H02167919 A JPH02167919 A JP H02167919A JP 32163488 A JP32163488 A JP 32163488A JP 32163488 A JP32163488 A JP 32163488A JP H02167919 A JPH02167919 A JP H02167919A
Authority
JP
Japan
Prior art keywords
excavating
excavation
shafts
heads
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
JP32163488A
Other languages
Japanese (ja)
Inventor
Takatoyo Fujita
孝豊 藤田
Kazuharu Fujito
藤戸 一治
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP32163488A priority Critical patent/JPH02167919A/en
Publication of JPH02167919A publication Critical patent/JPH02167919A/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 excavate the ground of great cross section with good accuracy by a method in which the excavating head tips of excavating shafts set in parallel are set on the same line and excavating parts serving as stirring blades having lapped excavating cross sections are provided to the excavating shaft above the excavating heads. CONSTITUTION:In an excavator machine 1, excavating shafts 3 having heads 2 on their tips are set in parallel in the vertical direction by arranging the excavating tips on the same line. Also, excavating parts 4 serving as stirring blades whose excavating cross sections are lapped with each other are set above the heads 2. Excavating shafts 3a are set above the parts 4 and stirring blades 10 and screw blades 9 are attached exchangeably. The excavator 1 is hung down, and the shafts 3 are turned to excavate pits by changing the turning directions by the side shaft 3 and the central shaft 3 without the escape of the heads 2. Pits of great cross sections can thus be excavated with good accuracy.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、複数のオーガー軸を有し、基礎工事等にお
いて複数の連続した孔を一度に穿孔する多軸掘削機に関
するものである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a multi-shaft excavator that has a plurality of auger shafts and is capable of drilling a plurality of consecutive holes at once in foundation work and the like.

〔従来技術およびこの発明が解決すべき課題)従来この
種の多軸掘削機は、その各掘削軸先端の各掘削ヘッドが
、それぞれ掘削軸の上下方向に取付は位置を変えて設け
られている。そして掘削断面が互いに重なり合うように
して、−度に大きな断面の掘削を行えるものが一般に知
られている。
[Prior Art and Problems to be Solved by the Present Invention] Conventionally, in this type of multi-axis excavator, each excavation head at the tip of each excavation shaft is installed at a different position in the vertical direction of the excavation axis. . It is generally known that excavation cross sections can be overlapped with each other to allow excavation of a large cross section at a time.

しかし各掘削ヘッドの掘削断面が大きく互いに重なり合
うため、各掘削ヘッド先端の逃げが大きくなり、その分
垂直精度が悪くなってしまう問題点があった。
However, since the excavation cross-sections of each excavation head largely overlap with each other, there is a problem in that the clearance at the tip of each excavation head becomes large and the vertical accuracy deteriorates accordingly.

この発明は前述した事情に鑑みて創案されたもので、そ
の目的は各掘削ヘッド先端の逃げを無くして孔の垂直精
度を良くすることができると共に、大断面の掘削も確実
に行えるようにすることのできる多軸掘削機を提供する
ことにある。
This invention was devised in view of the above-mentioned circumstances, and its purpose is to eliminate run-off at the tip of each drilling head, improve the vertical accuracy of the hole, and also to ensure that large cross-sections can be excavated. Our goal is to provide a multi-axis excavator that can

〔課題を解決するための手段〕[Means to solve the problem]

この発明によれば多軸掘削機を、上下方向に沿って互い
に平行に配設されている複数本の掘削軸の先端に設けた
各掘削ヘッドの掘削先端を同一線上位置にすると共に、
この各掘削へ・ンド上方の掘削軸に、掘削断面が互いに
重なり合う攪拌翼兼用の掘削部を設けることとする。
According to the present invention, the multi-axis excavator is configured such that the excavating tips of the excavating heads provided at the distal ends of a plurality of excavating shafts arranged parallel to each other along the vertical direction are aligned on the same line, and
An excavation section which also serves as a stirring blade and whose excavation cross sections overlap each other is provided on the excavation shaft above each excavation section.

そして各掘削ヘッドの掘削先端を同一線上位置にするこ
とで、各掘削ヘッドの逃げをなくす。また掘削部で大断
面の掘削を行うようにしたものである。
By positioning the excavation tips of each excavation head on the same line, the escape of each excavation head is eliminated. In addition, the excavation section is designed to excavate a large cross section.

〔実施例〕〔Example〕

以下この発明を図示する実施例によって説明する。 The present invention will be explained below with reference to illustrated embodiments.

多軸掘削機l(第1図参照)は、先端に掘削ヘッド2を
有する複数本の掘削軸3が上下方向に沿って互いに平行
に配設されてなっている。そして各掘削ヘッド2は、そ
の掘削先端が同一線上位置となるように設けられている
。またこの各掘削ヘッド2上方の掘削軸3に、掘削断面
が互いに重なり合う攪拌翼兼用の掘削部4が設けられて
いる。
A multi-shaft excavator 1 (see FIG. 1) includes a plurality of excavating shafts 3 having excavating heads 2 at their tips, which are arranged parallel to each other along the vertical direction. Each excavation head 2 is provided so that its excavation tips are located on the same line. Further, on the excavation shaft 3 above each excavation head 2, an excavation part 4 which also serves as a stirring blade is provided, the excavation cross sections of which overlap each other.

そしてこの実施例での掘削軸3は、三本配設されており
、両サイドの掘削軸3.3と、中央の掘削軸3とで、矢
印で示した如く回転方向を変えである。
In this embodiment, three excavation shafts 3 are arranged, and the rotation directions of the excavation shafts 3.3 on both sides and the central excavation shaft 3 are changed as shown by the arrows.

また掘削部4は、掘削用の硬質爪5が複数個設けられた
攪拌翼で構成されていると共に、エアー併用のセメンミ
ルク吹出しバイブロが設けられている。
Further, the excavating part 4 is constituted by an agitating blade having a plurality of hard claws 5 for excavating, and is also provided with a vibro for blowing out cement milk that also uses air.

なおここでの掘削部4は、中央の掘削軸3に設けられて
いるものが、両サイドの掘削軸3,3に設けられている
ものよりも上方位置となっている。
In addition, in the excavation part 4 here, the one provided on the central excavation shaft 3 is located higher than the one provided on the excavation shafts 3, 3 on both sides.

このことにより、各掘削部4の硬質・爪5による掘削断
面が互いに重なり合うようになっている。この状態は、
第2図に示すように両サイドの掘削軸3.3に設けられ
ているものを、中央の掘削軸3に設けられているものよ
りも上方位置としても得ることができる。
As a result, the excavation cross sections of the hard claws 5 of each excavation section 4 overlap with each other. This state is
As shown in FIG. 2, it is also possible for the two side excavation shafts 3.3 to be provided in a higher position than that for the central excavation shaft 3.

さらに掘削部4の上方には、ジヨイント部7によって着
脱自在となっている掘削軸3aが設けられている。この
掘削軸3aは、間隔保持金具8よって一体化されており
、例えば中央がスクリュー翼9で両サイドが攪拌翼10
のものから、中央が攪拌翼10で両サイドがスクリュー
翼9のもの(第3図参照)、またはすべてが攪拌翼10
(第4図参照)としたものへと、土質状態に合わせて交
換することができる。
Further, above the excavation part 4, an excavation shaft 3a is provided which is detachable by a joint part 7. This excavation shaft 3a is integrated by a spacing fitting 8, and has, for example, a screw blade 9 in the center and stirring blades 10 on both sides.
From those with stirring blade 10 in the center and screw blades 9 on both sides (see Figure 3), or all stirring blades 10
(See Figure 4) can be replaced depending on the soil condition.

このような構成からなる多軸掘削機1を使用しての穿孔
は、多軸掘削機1を吊り下げると共に、各掘削軸3を回
転させることで行われる。
Drilling using the multi-axis excavator 1 having such a configuration is performed by suspending the multi-axis excavator 1 and rotating each excavator shaft 3.

そしてこの時に、掘削軸3の先端に設けられている各掘
削ヘッド2の掘削先端が、同一線上位置となるように設
けられていることと、両サイドの掘削軸3.3と中央の
掘削軸3とで回転方向を変えであることから、各掘削ヘ
ッド2の逃げがなくなって掘削孔の垂直精度を良くする
ことができる。
At this time, the excavating tips of each excavating head 2 provided at the distal end of the excavating shaft 3 should be placed on the same line, and the excavating shafts 3.3 on both sides and the central excavating shaft should be Since the rotation direction is changed between the drill holes 3 and 3, there is no escape of each drilling head 2, and the vertical accuracy of the drilling hole can be improved.

また各掘削ヘッド2ではそれぞれ別の小径孔しか掘削で
きないが、上方の掘削部4にて連通した大径の、孔を掘
削できる。なおこの掘削部4による大径孔の掘削時にセ
メンミルクが混合される。
Further, each excavation head 2 can excavate only separate small-diameter holes, but it is possible to excavate large-diameter holes that communicate with each other through the upper excavation section 4. Incidentally, when the large-diameter hole is excavated by the excavation section 4, cement milk is mixed.

〔発明の効果〕〔Effect of the invention〕

この発明の多軸掘削機は、上下方向に沿って互いに平行
に配設されている複数本の掘削軸先端に設けられている
各掘削ヘッドの掘削先端を同一線上位置にすると共に、
この各掘削ヘッド上方の掘削軸に、掘削断面が互いに重
なり合う攪拌翼兼用の掘削部が設けられていることを特
徴としている。
The multi-axis excavator of the present invention positions the excavation tips of the excavation heads provided on the tips of a plurality of excavation shafts arranged parallel to each other in the vertical direction on the same line, and
A feature is that the excavation shaft above each excavation head is provided with an excavation part that also serves as a stirring blade, and whose excavation cross sections overlap each other.

そしてこの構成によれば、各掘削ヘッドの掘削先端を同
一線上位置にすることで、各掘削ヘッドの逃げをなくす
ことができる。そのため掘削孔の垂直精度を良くするこ
とができる。
According to this configuration, by positioning the excavation tips of each excavation head on the same line, it is possible to eliminate run-off of each excavation head. Therefore, the vertical accuracy of the drilling hole can be improved.

また各掘削ヘッドの掘削先端を同一線上位置にすること
で、掘削断面が重なり合わずに小径孔しか掘削できなく
なるが、各掘削ヘッド上方の掘削部によって大断面孔の
掘削を行うことができる。
Furthermore, by positioning the excavation tips of each excavation head on the same line, only small-diameter holes can be excavated without overlapping the excavation cross-sections, but large-diameter holes can be excavated by the excavation section above each excavation head.

このようにこの発明によれば大断面の孔を、垂直精度を
悪くすることなく、確実に掘削することができる。
As described above, according to the present invention, a hole having a large cross section can be reliably excavated without deteriorating the vertical accuracy.

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

第1図はこの発明の多軸掘削機を示す正面図、第2図は
第1図のA部の別態様を示す正面図、第3図は第1図の
B部の別態様を示す正面図、第4図は第1図のB部のさ
らに別態様を示す正面図である。 1・・・多軸掘削機、2・・・掘削ヘッド、3・・・掘
削軸3a・・・掘削軸、4・・・掘削部、5・・・硯質
爪、6・・・吹出しパイプ、7・・・ジヨイント部、8
・・・間隔保持金具、9・・・スクリュー翼、10・・
・攪拌翼。 第 図 第 図
FIG. 1 is a front view showing a multi-axis excavator of the present invention, FIG. 2 is a front view showing another aspect of section A in FIG. 1, and FIG. 3 is a front view showing another aspect of section B in FIG. 1. FIG. 4 is a front view showing still another aspect of section B in FIG. 1. DESCRIPTION OF SYMBOLS 1...Multi-axis excavator, 2...Drilling head, 3...Drilling shaft 3a...Drilling shaft, 4...Drilling part, 5...Incline claw, 6...Blowout pipe , 7...Joint part, 8
... Spacing fitting, 9... Screw blade, 10...
- Stirring blade. Figure Figure

Claims (1)

【特許請求の範囲】 先端に掘削ヘッドを有する複数本の掘削軸が上下方向に
沿って互いに平行に配設されてなる多軸掘削機において
、 前記各掘削ヘッドの掘削先端を同一線上位置にすると共
に、この各掘削ヘッド上方の掘削軸に、掘削断面が互い
に重なり合う攪拌翼兼用の掘削部が設けられていること
を特徴する多軸掘削機。
[Scope of Claims] A multi-shaft excavator in which a plurality of excavating shafts each having an excavating head at the tip thereof are arranged parallel to each other along the vertical direction, wherein the excavating tips of the respective excavating heads are positioned on the same line. The multi-shaft excavator is further characterized in that the excavation shaft above each of the excavation heads is provided with an excavation section that also serves as a stirring blade and whose excavation cross sections overlap each other.
JP32163488A 1988-12-20 1988-12-20 Multispindle excavator Pending JPH02167919A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP32163488A JPH02167919A (en) 1988-12-20 1988-12-20 Multispindle excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32163488A JPH02167919A (en) 1988-12-20 1988-12-20 Multispindle excavator

Publications (1)

Publication Number Publication Date
JPH02167919A true JPH02167919A (en) 1990-06-28

Family

ID=18134693

Family Applications (1)

Application Number Title Priority Date Filing Date
JP32163488A Pending JPH02167919A (en) 1988-12-20 1988-12-20 Multispindle excavator

Country Status (1)

Country Link
JP (1) JPH02167919A (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52124706A (en) * 1976-04-12 1977-10-20 Seiko Kogyo Kk Method of shaping wall body to ground
JPS5837231A (en) * 1981-08-26 1983-03-04 Asuku Kenkyusho:Kk Excavator
JPS6332017A (en) * 1986-07-24 1988-02-10 Taisei Corp Method and apparatus for stirring and mixing soil in multi-shaft excavator

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52124706A (en) * 1976-04-12 1977-10-20 Seiko Kogyo Kk Method of shaping wall body to ground
JPS5837231A (en) * 1981-08-26 1983-03-04 Asuku Kenkyusho:Kk Excavator
JPS6332017A (en) * 1986-07-24 1988-02-10 Taisei Corp Method and apparatus for stirring and mixing soil in multi-shaft excavator

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