JPH08319632A - Multi-spindle auger device - Google Patents

Multi-spindle auger device

Info

Publication number
JPH08319632A
JPH08319632A JP12408895A JP12408895A JPH08319632A JP H08319632 A JPH08319632 A JP H08319632A JP 12408895 A JP12408895 A JP 12408895A JP 12408895 A JP12408895 A JP 12408895A JP H08319632 A JPH08319632 A JP H08319632A
Authority
JP
Japan
Prior art keywords
auger
sub
shaft
shafts
bit
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
JP12408895A
Other languages
Japanese (ja)
Inventor
Kanae Kinuta
叶 絹田
Yoshiyuki Yoshikawa
芳幸 吉川
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.)
KINUTA YOKO KK
Original Assignee
KINUTA YOKO 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 KINUTA YOKO KK filed Critical KINUTA YOKO KK
Priority to JP12408895A priority Critical patent/JPH08319632A/en
Publication of JPH08319632A publication Critical patent/JPH08319632A/en
Pending legal-status Critical Current

Links

Landscapes

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

Abstract

PURPOSE: To scrape off excavating-remaining sections in excavated pits surely and quickly under an extremely stable state without applying overload which may cause troubles to the revolution of the shaft of a sub-excavation bit to the shaft. CONSTITUTION: A bearing frame 5 rotatably bearing auger shafts 2a, 2b, 2c is installed extending over each auger shaft 2a, 2b, 2c in the lower sections of the auger shafts 2a, 2b, 2c for a multi-spindle auger device, sub-excavation bit shafts 7a, 7b with sub-excavation bits 6a, 6b scraping off excavating- remaining sections 15 between excavated pits formed by main excavation bits 4a, 4b, 4c are drooped and connected in parallel with the auger shafts among each auger shaft 2a, 2b, 2c in the bearing frame 5, and each sub-excavation bit shaft 7a, 7b is interlocked and coupled with the auger shafts 2a, 2c by interlocking means mounted in the bearing frame 5.

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、主として地下連続壁の
造成にあたって連続壁溝を掘削するのに使用される多軸
オーガ装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a multi-axis auger device mainly used for excavating a continuous wall ditch in the construction of an underground continuous wall.

【0002】[0002]

【従来の技術】この種の多軸オーガ装置は、リーダ等の
頂部よりワイヤー等の懸吊手段を介して昇降可能に吊支
されるオーガ駆動装置に、各先端に掘削ビットを設けた
複数本のオーガ軸を互いに所要間隔をおいて平行に垂下
連結してなるものであるが、このような装置で連続壁溝
を掘削する場合、各掘削ビットにより形成される掘孔相
互間に堀り残し部分ができるため、その連続壁溝にセメ
ントミルク等を充填して形成された地下連続壁は、図7
にWで示すように、内外両壁面が波形状を呈することに
なって、連続壁の強度にばらつきを生じ、また外観上か
らも好ましくない。従って、例えば地下室を形成する場
合には地下室の壁面となる上記地下連続壁Wの波形状内
側壁面の各凸部を同図の仮想線で示すはつり線Lに沿っ
てはつり作業を行い、その内側壁面がほぼ平坦面状にな
るようにしている。もちろん、波形状の内外両側壁面を
はつる場合もある。
2. Description of the Related Art A multi-axis auger device of this type comprises an auger drive device which is suspended from the top of a reader or the like via a suspending means such as a wire so that a plurality of drill bits are provided at each tip. Auger shafts are hung and connected in parallel with each other at required intervals.However, when excavating a continuous wall groove with such a device, it is left uncut between the drill holes formed by each drill bit. Since there is a part, the underground continuous wall formed by filling the continuous wall groove with cement milk etc.
As indicated by W, both the inner and outer wall surfaces have a wavy shape, which causes variations in the strength of the continuous wall and is not preferable in terms of appearance. Therefore, for example, in the case of forming a basement, each convex portion of the corrugated inner wall surface of the above-mentioned underground continuous wall W, which is the wall surface of the basement, is slid along a strip line L indicated by a virtual line in FIG. The wall surface is made almost flat. Of course, there are also cases where the inner and outer wall surfaces of the corrugated shape are suspended.

【0003】[0003]

【発明が解決しようとする課題】上記のようなはつり作
業には多大な手間と時間を要することから、このような
はつり作業を無くするために、前記掘削ビットにより形
成される掘孔間の堀り残し部分を削り落とすサイドカッ
ターを設けた多軸掘削装置が従来提案されているが、こ
の従来のサイドカッターは、カッター回転軸をオーガ軸
と直交するように配置し、両軸に設けた傘歯車を介して
オーガ軸の回転をカッター回転軸に伝達するようにして
いるため、オーガ軸とカッター回転軸との連動連結部の
構造が複雑化すると共に、掘進時にカッター回転軸には
これと直交する方向の過大な負荷がかかってカッター回
転軸の支承部が短期の内に破損するという問題があっ
た。
Since the above-mentioned chipping work requires a great deal of labor and time, in order to eliminate such chipping work, a trench between the drill holes formed by the drill bit is used. Conventionally, a multi-axis excavator equipped with a side cutter that scrapes off the remaining part has been proposed, but this conventional side cutter is an umbrella that is installed on both shafts with the cutter rotation axis orthogonal to the auger axis. Since the rotation of the auger shaft is transmitted to the cutter rotating shaft through the gear, the structure of the interlocking connection between the auger shaft and the cutter rotating shaft becomes complicated, and the cutter rotating shaft is orthogonal to this when excavating. There was a problem that the bearing part of the cutter rotation shaft was damaged within a short period of time due to an excessive load applied in the direction of rotation.

【0004】また、一般に多軸オーガ装置では、各オー
ガ軸が相当長くなり、各オーガ軸がオーガ駆動装置から
垂下されたまでは横揺れを生じて掘削ビット相互が干渉
するおそれがあることから、オーガ軸の下部にオーガ軸
相互を所要間隔に保持するガイドを各オーガ軸にわたっ
て設けているが、従来のガイドは、各オーガ軸に外嵌さ
れるリング部材と各リング部材相互を一体に連結する連
結部材とからなる通称めがねと呼ばれる簡単な構造のも
のからなるため、各オーガ軸がリング部材との接触によ
って摩耗損傷し易く、また各オーガ軸とリング部材との
間に可成りの隙間があるため、各オーガ軸がリング部材
との間でガタツキを生じるという問題もあった。
Further, generally, in a multi-axis auger device, each auger shaft becomes considerably long, and there is a possibility that the auger shafts may roll until they are hung from the auger drive device and the drill bits may interfere with each other. A guide for holding the auger shafts at a required interval is provided under each auger shaft over each auger shaft. In the conventional guide, a ring member externally fitted to each auger shaft and each ring member are integrally connected. Since it has a simple structure called a pair of eyeglasses consisting of a connecting member, each auger shaft is easily worn and damaged due to contact with the ring member, and there is a considerable gap between each auger shaft and the ring member. Therefore, there is also a problem in that each auger shaft causes rattling with the ring member.

【0005】本発明は、従来の多軸オーガ装置における
上述のような課題を解決することを目的とする。
An object of the present invention is to solve the above-mentioned problems in the conventional multi-axis auger device.

【0006】[0006]

【課題を解決するための手段】本発明の請求項1は、オ
ーガ駆動装置1に、各先端に主掘削ビット4a,4b,
4cを設けた複数本のオーガ軸2a,2b,2cを互い
に所要間隔をおいて平行に垂下連結してなる多軸オーガ
装置であって、前記オーガ軸2a,2b,2cの下部
に、これらオーガ軸2a,2b,2cを回転可能に支持
する支持フレーム5を各オーガ軸2a,2b,2cにわ
たって設け、この支持フレーム5には、前記主掘削ビッ
ト4a,4b,4cにより形成される掘孔間堀り残し部
分15を削り落とす副掘削ビット6a、6bを主掘削ビ
ット4a,4b,4cと干渉しない位置に設けた副掘削
ビット回転軸7a,7bを、各オーガ軸2a,2b,2
c間に当該オーガ軸と平行に垂下連結し、この副掘削ビ
ット回転軸7a,7bを前記支持フレーム5内に設けた
連動手段によって前記オーガ軸2a,2cと連動連結し
てなるものである。
According to claim 1 of the present invention, an auger drive device 1 is provided with a main excavation bit 4a, 4b, at each tip.
A multi-axis auger device in which a plurality of auger shafts 2a, 2b, 2c provided with 4c are hung and connected in parallel with each other at a required interval, and the auger shafts 2a, 2b, 2c are provided below the auger shafts 2a, 2b, 2c. A support frame 5 for rotatably supporting the shafts 2a, 2b, 2c is provided over the respective auger shafts 2a, 2b, 2c, and in the support frame 5, between the drill holes formed by the main excavating bits 4a, 4b, 4c. The sub-drilling bits 6a and 6b for scraping off the unexposed portion 15 are provided at the positions where they do not interfere with the main excavating bits 4a, 4b and 4c, and the sub-drilling bits rotating shafts 7a and 7b are attached to the auger shafts 2a, 2b and 2 respectively.
The sub-digging bit rotary shafts 7a and 7b are hung between the c and the auger shafts 2a and 2c by interlocking means provided in the support frame 5.

【0007】本発明の請求項2は、請求項1に記載の多
軸オーガ装置において、支持フレーム5が、当該支持フ
レーム5と各オーガ軸2a,2b,2cとの間に介設し
たラジアル軸受8及びスラスト軸受9によって各オーガ
軸2a,2b,2cを回転可能に支持するようにしたも
のである。
According to a second aspect of the present invention, in the multi-axis auger apparatus according to the first aspect, a support frame 5 is provided between the support frame 5 and each auger shaft 2a, 2b, 2c. Each of the auger shafts 2a, 2b and 2c is rotatably supported by the thrust bearing 8 and the thrust bearing 9.

【0008】本発明の請求項3は、請求項1または2に
記載の多軸オーガ装置において、連動手段が、副掘削ビ
ット回転軸7a,7bに設けた歯車13と、この歯車1
3と噛合するようにオーガ軸2a,2cに設けた歯車1
2とからなるものである。
According to a third aspect of the present invention, in the multi-axis auger apparatus according to the first or second aspect, the interlocking means is a gear 13 provided on the sub-digging bit rotary shafts 7a and 7b, and the gear 1
Gear 1 provided on auger shafts 2a and 2c so as to mesh with
And 2.

【0009】[0009]

【作用】請求項1に係る多軸オーガ装置にあっては、オ
ーガ駆動装置1を作動させて、各オーガ軸2a,2b,
2cを回転させると、例えば両端側の各オーガ軸2a,
2cと連動手段によって連動している各副掘削ビット回
転軸7a,7bが回転さする。しかして、掘削すべき地
盤を、オーガ軸2a,2b,2cの主掘削ビット4a,
4b,4cにより掘削していくと、これら主掘削ビット
4a,4b,4cにより形成される掘孔間堀り残し部分
が副掘削ビット回転軸7a,7bの副掘削ビット6a、
6bによって削り落とされる。従って、例えばセメント
ミルクを掘孔内に注入することによって、少なくとも片
側壁面がほぼ平坦面状を呈する地下連続壁部14を形成
することができる。
In the multi-axis auger device according to the first aspect of the invention, the auger drive device 1 is actuated to operate the auger shafts 2a, 2b,
When 2c is rotated, for example, the auger shafts 2a on both ends,
Each sub-digging bit rotating shaft 7a, 7b which is interlocked with 2c by interlocking means is rotated. Then, the ground to be excavated, the main excavation bit 4a of the auger shafts 2a, 2b, 2c,
When excavating by 4b, 4c, the unexcavated portion between the drill holes formed by these main excavating bits 4a, 4b, 4c is the sub excavating bit 6a of the sub excavating bit rotating shafts 7a, 7b,
It is scraped off by 6b. Therefore, for example, by injecting cement milk into the borehole, it is possible to form the underground continuous wall portion 14 in which at least one side wall surface is substantially flat.

【0010】また、この多軸オーガ装置では、主掘削ビ
ット4a,4b,4cにより形成される掘孔間堀り残し
部分15を削り落とすための副掘副掘削ビット6a、6
bを有する副掘削ビット回転軸7a,7bを、各オーガ
軸2a,2b,2c間に当該オーガ軸と平行に垂設して
いるから、掘進時における地盤の掘削抵抗は、オーガ軸
2a,2b,2cと同様に、副掘削ビット回転軸7a,
7bに対してこれと平行に作用する。従って、副掘削ビ
ット回転軸7a,7bには回転に支承を来すような過大
な負荷がかからず、きわめて安定状態で掘孔間堀り残し
部分15を確実且つ迅速に削り落とすことができると共
に、長期にわたり安定した使用を確保することができ
る。
In this multi-axis auger device, the sub-drilling sub-drilling bits 6a, 6 for scraping off the undrilled portion 15 formed between the main drilling bits 4a, 4b, 4c.
Since the sub-drilling bit rotary shafts 7a and 7b having b are hung vertically between the auger shafts 2a, 2b and 2c in parallel with the auger shafts, the excavation resistance of the ground during the excavation is the auger shafts 2a and 2b. , 2c, the sub-drilling bit rotary shaft 7a,
It acts in parallel with 7b. Therefore, the sub-drilling bit rotating shafts 7a and 7b are not subjected to an excessive load that would cause rotation, and the inter-drilled unetched portion 15 can be reliably and swiftly cut off in an extremely stable state. At the same time, stable use can be secured for a long period of time.

【0011】請求項2にあっては、支持フレーム5を、
当該支持フレーム5と各オーガ軸2a,2b,2cとの
間に介設したラジアル軸受8及びスラスト軸受9によっ
て各オーガ軸2a,2b,2cを回転可能に支持してい
ることから、各オーガ軸2a,2b,2cの摩耗損傷が
極力軽減されると共に、各オーガ軸2a,2b,2cの
横揺れやガタツキが防止される。
In the second aspect, the support frame 5 is
Since the auger shafts 2a, 2b, 2c are rotatably supported by the radial bearing 8 and the thrust bearing 9 provided between the support frame 5 and the auger shafts 2a, 2b, 2c, the auger shafts are rotatably supported. The wear damage of 2a, 2b, 2c is reduced as much as possible, and the rolling and rattling of the auger shafts 2a, 2b, 2c are prevented.

【0012】また、請求項3にあっては、各副掘削ビッ
ト回転軸7a,7bとの連動手段が、副掘削ビット回転
軸7a,7bに設けた歯車13と、この歯車13と噛合
するようにオーガ軸2a,2cに設けた歯車12とから
なるため、この連動手段は、構造がきわめて簡素で頑強
なものとなって耐用性に優れ、製作も容易となる。
Further, according to the third aspect, the interlocking means with the sub-drilling bit rotary shafts 7a and 7b meshes with the gear 13 provided on the sub-digging bit rotary shafts 7a and 7b. Since the gear 12 is provided on the auger shafts 2a and 2c, the interlocking means has a very simple structure and is robust, has excellent durability, and is easy to manufacture.

【0013】[0013]

【実施例】実施例について図面を参照して説明すると、
本発明に係る多軸オーガ装置を示す図1において、1
は、例えばリーダの頂部よりワイヤー(懸吊手段)を介
して昇降可能に吊支されるオーガ駆動装置で、このオー
ガ駆動装置1には、例えば図示のようにスクリュー3付
きの3本のオーガ軸2a,2b,2cが、互いに所要間
隔をおいて平行に垂下連結され、各オーガ軸2a,2
b,2cの先端(下端)には主掘削ビット4a,4b,
4cがそれぞれ設けてある。そして、これら主掘削ビッ
ト4a,4b,4cは、互いに干渉することのないよう
に、中央のオーガ軸2bの主掘削ビット4bが、両端側
のオーガ軸2a,2cの主掘削ビット4a,4cよりも
上位に配設されている。
EXAMPLES Examples will be described with reference to the drawings.
1 showing a multi-axis auger device according to the present invention, 1
Is an auger driving device suspended from the top of the reader via a wire (suspension means) so that the auger driving device 1 includes, for example, three auger shafts with screws 3 as shown in the drawing. 2a, 2b, 2c are hung and connected in parallel with each other at a required interval, and each auger shaft 2a, 2a
At the tips (lower ends) of b and 2c, main excavation bits 4a and 4b,
4c are provided respectively. The main excavating bits 4a, 4b, 4c are arranged such that the main excavating bit 4b of the central auger shaft 2b is less than the main excavating bits 4a, 4c of the auger shafts 2a, 2c on both end sides so as not to interfere with each other. Is also placed on the upper level.

【0014】上記各オーガ軸2a,2b,2cは、それ
ぞれ中空状に形成してあって、掘削時にその各中空部よ
り掘孔内にセメントミルク等を注入できるようになって
いる。また、オーガ駆動装置1は周知であるため、その
内部構造については図示しないが、両端側のオーガ軸2
a,2cを同じ方向に回転駆動し、中央のオーガ軸2b
を逆方向に回転駆動するようになっている。
Each of the auger shafts 2a, 2b and 2c is formed in a hollow shape so that cement milk or the like can be injected into the borehole from each hollow portion during excavation. Further, since the auger drive device 1 is well known, its internal structure is not shown, but the auger shafts 2 on both end sides are not shown.
a and 2c are driven to rotate in the same direction, and the central auger shaft 2b
Is driven to rotate in the opposite direction.

【0015】前記オーガ軸2a,2b,2cの下部には
これらを回転のみ可能に支持する支持フレーム5が各オ
ーガ軸2a,2b,2cにわたって設けられ、この支持
フレーム5には、前記主掘削ビット4a,4b,4cに
より形成される掘孔間堀り残し部分を削り落とす副掘削
ビット6a、6bを設けた副掘削ビット回転軸7a,7
bが、前記オーガ軸2a,2b,2cの軸列の一側方で
(図1ではオーガ軸2a,2b,2cの軸列の手前側に
配設される)これらオーガ軸2a,2b,2c相互間に
当該オーガ軸と平行に垂下連結されている。また図1か
ら明らかなように、副掘削ビット6a、6bは、主掘削
ビット4a,4b,4cと干渉しないように、副掘削ビ
ット回転軸7a,7bが短くなっていて、中央上段の主
掘削ビット4bよりも上位に配設されている。そして、
これら副掘削ビット回転軸7a,7bは、後述する支持
フレーム5内の連動手段によって両端側のオーガ軸2
a,2cとそれぞれ連動連結されている。尚、各副掘削
ビット6a、6bは、各主掘削ビット4a,4b,4c
の直径の2分の1程度の直径を有する。
A support frame 5 for rotatably supporting the auger shafts 2a, 2b, 2c is provided under the auger shafts 2a, 2b, 2c, and the main excavating bit is mounted on the support frame 5. Sub-drilling bit rotating shafts 7a, 7 provided with sub-drilling bits 6a, 6b for scraping off the remaining undrilled portion formed by 4a, 4b, 4c
b is on one side of the shaft row of the auger shafts 2a, 2b, 2c (in FIG. 1, it is arranged on the front side of the shaft row of the auger shafts 2a, 2b, 2c). They are connected to each other in parallel with the auger axis. Further, as is clear from FIG. 1, the sub-drilling bits 6a, 6b have the sub-drilling bit rotating shafts 7a, 7b shortened so that the sub-drilling bits 6a, 6b do not interfere with the main excavating bits 4a, 4b, 4c, and the main excavation in the central upper stage. It is arranged higher than the bit 4b. And
These sub-digging bit rotary shafts 7a and 7b are connected to the auger shaft 2 on both ends by interlocking means in a support frame 5 which will be described later.
a and 2c are interlocked with each other. In addition, each sub-digging bit 6a, 6b is the same as each main excavating bit 4a, 4b, 4c.
It has a diameter of about one half of the diameter of.

【0016】上記支持フレーム5の内部構造について、
図2及び図3を参照して説明すれば、支持フレーム5
は、箱状のフレーム本体5aと、この箱状フレーム本体
5aの上下部に設けられたカバー部材5b、5cとから
なるもので、図3の(A)に示すように、この支持フレ
ーム5と各オーガ軸2a,2b,2cとの間にはラジア
ル軸受8及びスラスト軸受9が介装され、これら軸受
8,9によって各オーガ軸2a,2b,2cは、互いに
所定間隔を保持して支持フレーム5に対し円滑に回転し
得る状態に軸承される。また図3の(B)に示すよう
に、支持フレーム5と各副掘削ビット回転軸7a,7b
との間にもラジアル軸受10及びスラスト軸受11が介
装され、それにより各副掘削ビット回転軸7a,7bは
支持フレーム5に回転のみ可能に軸承される。
Regarding the internal structure of the support frame 5,
2 and 3, the support frame 5 will be described.
Is composed of a box-shaped frame body 5a and cover members 5b and 5c provided on the upper and lower portions of the box-shaped frame body 5a. As shown in FIG. A radial bearing 8 and a thrust bearing 9 are interposed between the auger shafts 2a, 2b and 2c, and the bearing frames 8 and 9 hold the auger shafts 2a, 2b and 2c at a predetermined distance from each other and support frame. 5 is supported in a state in which it can smoothly rotate. Further, as shown in FIG. 3B, the support frame 5 and the respective sub-digging bit rotary shafts 7a, 7b are provided.
A radial bearing 10 and a thrust bearing 11 are also interposed between and, whereby the sub-digging bit rotary shafts 7a and 7b are rotatably supported by the support frame 5.

【0017】図2から明らかなように、両端側のオーガ
軸2a,2cにはそれぞれ大歯車12がそれぞれ設けら
れ、また各副掘削ビット回転軸7a,7bにはそれぞれ
小歯車13が上記各大歯車12,13とそれぞれ噛合す
るように設けられており、従って各オーガ軸2a,2c
の回転が連動手段としての上記歯車12,13を介して
各副掘削ビット回転軸7a,7bに伝達され、同図に示
す矢印方向に回転するようになっている。
As is apparent from FIG. 2, large gears 12 are provided on the auger shafts 2a, 2c on both ends, and small gears 13 are provided on the sub-digging bit rotary shafts 7a, 7b, respectively. The auger shafts 2a, 2c are provided so as to mesh with the gears 12, 13, respectively.
Is transmitted to the sub-excavation bit rotary shafts 7a and 7b through the gears 12 and 13 as interlocking means, and is rotated in the arrow direction shown in the figure.

【0018】この実施例では、各各副掘削ビット回転軸
7a,7bと各オーガ軸2a,2cとを連動連結する連
動手段として歯車12,13を使用しているが、この連
動手段としてはスプロケット・チェーンを採用してもよ
い。しかし、実施例のように歯車12,13からなる連
動手段の方が、構造がきわめて簡素で頑強なものとなる
上、製作及び耐用性の点でも有利である。
In this embodiment, the gears 12, 13 are used as interlocking means for interlockingly connecting the respective sub-digging bit rotary shafts 7a, 7b and the respective auger shafts 2a, 2c, but as the interlocking means, sprockets are used.・ A chain may be used. However, the interlocking means composed of the gears 12 and 13 as in the embodiment has an extremely simple structure and is robust, and is also advantageous in terms of manufacturing and durability.

【0019】上述したような構成よりなる多軸オーガ装
置を使用して地下連続壁を造成する場合について説明す
ると、先ずオーガ駆動装置1を作動させて、各オーガ軸
2a,2b,2cを回転させると共に、両端側の各オー
ガ軸2a,2cと連動している各副掘削ビット回転軸7
a,7bを回転させ、しかして地盤を3本のオーガ軸2
a,2b,2cの主掘削ビット4a,4b,4cにより
掘削しつつ、これら主掘削ビット4a,4b,4cによ
り形成される片側の掘孔間堀り残し部分を副掘削ビット
回転軸7a,7bの副掘削ビット6a、6bによって削
り落としながら、所定深さまで掘削し、この掘削中に各
オーガ軸2a,2b,2cの中空部を通じて供給したセ
メントミルクをその先端部より掘孔内に注入することに
よって、図4に示すような地下連続壁部14aを形成
し、1つ目の地下連続壁部14aの形成後、所要間隔を
おいて2つ目の地下連続壁部14aを上記同様に形成
し、以降同様にして地下連続壁部14aを所要間隔おき
に複数形成する。
Explaining the case of constructing an underground continuous wall by using the multi-axis auger device having the above-mentioned structure, first, the auger drive device 1 is operated to rotate each auger shaft 2a, 2b, 2c. Along with each auger shaft 2a, 2c on both end sides, each sub-digging bit rotary shaft 7
Rotate a and 7b, and then ground the three auger shafts 2
While excavating by the main excavating bits 4a, 4b, 4c of a, 2b, 2c, the unexcavated portion on one side formed by these main excavating bits 4a, 4b, 4c is the sub-excavating bit rotating shaft 7a, 7b. Excavating to a predetermined depth while shaving off with the sub-excavation bits 6a, 6b, and injecting cement milk supplied through the hollow portions of the auger shafts 2a, 2b, 2c into the excavation hole from the tip portion thereof during the excavation. 4 to form the underground continuous wall portion 14a, and after forming the first underground continuous wall portion 14a, the second underground continuous wall portion 14a is formed at a required interval in the same manner as above. , And thereafter, a plurality of underground continuous wall portions 14a are similarly formed at required intervals.

【0020】上記のようにして地下連続壁部14aを所
要間隔おきに所要数形成したならば、図5の仮想線及び
実線で示すように、上記複数の地下連続壁部14a相互
間の未掘削箇所の中心部にオーガ装置を配置し、その未
掘削箇所の掘削作業を上記同様に行うことによって、図
5に示されるような一連の地下連続壁14を形成するこ
とができる。
When the required number of underground continuous wall portions 14a are formed at required intervals as described above, unexcavation between the plurality of underground continuous wall portions 14a is performed as shown by the phantom lines and solid lines in FIG. A series of underground continuous walls 14 as shown in FIG. 5 can be formed by arranging the auger device at the center of the place and performing the excavation work of the unexcavated place in the same manner as described above.

【0021】上記のようにして形成された地下連続壁1
4は、図4及び図5に示すように、当該地下連続壁14
の一側壁面Woでは掘孔間堀り残し部分15が削り落さ
れていないので、波形状のままであるが、他側壁面Wi
では前記副掘削ビット回転軸7a,7bの副掘削ビット
6a、6bによって掘孔間堀り残し部分が削り落とされ
ているため、若干の凹凸状は呈してはいるものの、平坦
面に近い壁面形状となる。しかして、平坦面に近い壁面
形状を呈する壁面Wiを内側壁面とし、波形状の壁面W
oを外側壁面とする地下室を構築すれば、その外側壁面
は地盤土壌に接するから、波形状のままでよいことにな
る。
Underground continuous wall 1 formed as described above
4 is the underground continuous wall 14 as shown in FIGS. 4 and 5.
In the one side wall surface Wo, since the unetched portion 15 between the holes is not cut off, it remains corrugated, but the other side wall surface Wi
Since the sub-drilling bits 6a and 6b of the sub-drilling bit rotating shafts 7a and 7b scrape off the unexposed portion between the holes, a slight unevenness is exhibited, but the wall shape is close to a flat surface. Becomes Then, the wall surface Wi having a wall surface shape close to a flat surface is used as the inner wall surface, and the wavy wall surface W
If a basement with o as the outer wall surface is constructed, the outer wall surface is in contact with the ground soil, and therefore the corrugated shape is sufficient.

【0022】上記のような本発明の多軸オーガ装置の使
用においては、主掘削ビット4a,4b,4cにより形
成される片側の掘孔間堀り残し部分を削り落とすための
副掘副掘削ビット6a、6bを有する副掘削ビット回転
軸7a,7bが、各オーガ軸間にオーガ軸と平行に垂設
されているから、掘削進行中における地盤の掘削抵抗
は、主掘削ビット4a,4b,4cと同様に、副掘削ビ
ット回転軸7a,7bに対してこれと平行に作用するこ
とになり、従って副掘削ビット回転軸7a,7bには回
転に支承を来すような過大な負荷がかからず、きわめて
安定状態で掘孔間堀り残し部分15を確実且つ迅速に削
り落とすことができると共に、長期にわたり安定した使
用が確保される。
In the use of the multi-axis auger device of the present invention as described above, a sub-drilling sub-drilling bit for scraping off the undrilled portion on one side formed by the main drilling bits 4a, 4b, 4c. Since the sub excavation bit rotating shafts 7a and 7b having 6a and 6b are vertically provided between the auger shafts in parallel with the auger shafts, the excavation resistance of the ground during the excavation is the main excavation bits 4a, 4b and 4c. Similarly, the sub-drilling bit rotating shafts 7a and 7b act in parallel with the sub-drilling bit rotating shafts 7a and 7b. Therefore, the sub-drilling bit rotating shafts 7a and 7b are subjected to an excessive load such as bearing for rotation. In addition, the unexcavated portion 15 between the holes can be surely and quickly shaved off in an extremely stable state, and stable use can be secured for a long period of time.

【0023】図6は、本発明に係る多軸オーガ装置の他
の実施例を示しており、この多軸オーガ装置は、支持フ
レーム5(図示省略)には、主掘削ビット4a,4b,
4cにより形成される掘孔間堀り残し部分15(図4参
照)を削り落とすための副掘削ビット6a、6bを有す
る副掘削ビット回転軸7a,7bが、オーガ軸2a,2
b,2cの軸列を挟んでその両側方に配置された状態
で、これらオーガ軸2a,2b,2c相互間に当該オー
ガ軸と平行に垂下連結されたもので、他の構成について
は図1〜図3に示すした先の実施例のものと同じであ
る。この図6に示すように、オーガ軸2a,2b,2c
の軸列を挟んでその両側方にある左側2つの副掘削ビッ
ト回転軸7a,7aは、それぞれ左端側のオーガ軸2a
に歯車12,13を介して連動連結され、また右側2つ
の副掘削ビット回転軸7b,7bは、それぞれ右端側の
オーガ軸2cに歯車12,13を介して連動連結され
る。
FIG. 6 shows another embodiment of the multi-axis auger device according to the present invention. This multi-axis auger device has a support frame 5 (not shown) on which main excavating bits 4a, 4b,
The sub-drilling bit rotating shafts 7a, 7b having the sub-drilling bits 6a, 6b for scraping off the undrilled portion 15 (see FIG. 4) formed by 4c are the auger shafts 2a, 2
In a state in which the auger shafts b and 2c are arranged on both sides of the auger shaft, the auger shafts 2a, 2b and 2c are hung and connected in parallel with each other. ~ It is the same as that of the previous embodiment shown in FIG. As shown in FIG. 6, the auger shafts 2a, 2b, 2c
The two sub-excavation bit rotating shafts 7a, 7a on the left side on both sides of the shaft row of are the auger shafts 2a on the left end side, respectively.
And the two right sub-digging bit rotary shafts 7b and 7b are interlockingly connected to the right end side auger shaft 2c via the gears 12 and 13, respectively.

【0024】上記のような構成を有する多軸オーガ装置
によれば、主掘削ビット4a,4b,4cにより形成さ
れる両側の掘孔間堀り残し部分がともに削り落とされる
ため、地盤中に形成される地下連続壁はその内外両側壁
面が、図5のWiで示すような平坦面に近い壁面形状と
なる。
According to the multi-axis auger device having the above-mentioned structure, the unexposed portions between the two holes formed by the main excavating bits 4a, 4b, 4c are both scraped off, so that they are formed in the ground. The inner and outer wall surfaces of the underground continuous wall have a wall surface shape close to a flat surface as shown by Wi in FIG.

【0025】以上説明した実施例では、3本のオーガ軸
2a,2b,2cを有する多軸オーガ装置についての説
明であるが、オーガ軸は2本でもよいし、4本以上の複
数本でもよい。
In the embodiment described above, a multi-axis auger device having three auger shafts 2a, 2b, 2c has been described, but the auger shaft may be two or a plurality of four or more auger shafts. .

【0026】[0026]

【発明の効果】本発明の請求項1に係る多軸オーガ装置
によれば、主掘削ビットにより形成される掘孔間堀り残
し部分を副掘削ビット回転軸の副掘削ビットによって削
り落とすことができるが、特に本発明の多軸オーガ装置
では、上記副掘副掘削ビットを有する副掘削ビット回転
軸を、各オーガ軸間に当該オーガ軸と平行に垂設してい
るから、掘進時における地盤の掘削抵抗は、上記オーガ
軸と同様に、副掘削ビット回転軸に対してこれと平行に
作用し、従って副掘削ビット回転軸には回転に支承を来
すような過大な負荷がかからず、きわめて安定状態で掘
孔間堀り残し部分を確実且つ迅速に削り落とすことがで
きると共に、長期にわたり安定した使用を確保すること
ができる。
According to the multi-axis auger device of the first aspect of the present invention, the unexcavated portion between the drill holes formed by the main excavating bit can be scraped off by the sub excavating bit of the sub excavating bit rotating shaft. However, in particular, in the multi-axis auger device of the present invention, the sub-drilling bit rotary shaft having the sub-drilling sub-drilling bit is hung vertically between the auger shafts in parallel with the auger shaft. The excavation resistance of, like the auger shaft described above, acts in parallel with the sub-drilling bit rotary shaft, and therefore the sub-drilling bit rotary shaft is not subjected to an excessive load that causes rotation. , It is possible to surely and swiftly cut off the portion left undrilled in an extremely stable state, and to secure stable use for a long period of time.

【0027】請求項2によれば、支持フレームを、当該
支持フレームと各オーガ軸との間に介設したラジアル軸
受及びスラスト軸受によって各オーガ軸を回転可能に支
持していることから、各オーガ軸の摩耗損傷を極力軽減
することができると共に、各オーガ軸の横揺れやガタツ
キを防止することができる。
According to the second aspect of the present invention, the support frame is rotatably supported by the radial bearing and the thrust bearing provided between the support frame and the auger shafts. It is possible to reduce wear damage to the shaft as much as possible, and to prevent rolling and rattling of each auger shaft.

【0028】請求項3によれば、各副掘削ビット回転軸
との連動手段を、副掘削ビット回転軸に設けた歯車と、
この歯車と噛合するようにオーガ軸に設けた歯車とで構
成したことにより、連動手段の構造がきわめて簡素で頑
強なものとなって耐用性に優れ、製作も容易となる。
According to a third aspect of the present invention, a gear having interlocking means with each sub-digging bit rotary shaft is provided on the sub-digging bit rotary shaft,
By configuring with the gear provided on the auger shaft so as to mesh with this gear, the structure of the interlocking means becomes extremely simple and robust, excellent in durability, and easy to manufacture.

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

【図1】 本発明の一実施例による多軸オーガ装置の正
面図である。
FIG. 1 is a front view of a multi-axis auger device according to an embodiment of the present invention.

【図2】 図1のX−X線拡大断面図である。FIG. 2 is an enlarged sectional view taken along line XX of FIG.

【図3】 (A)は図1のY−Y線拡大断面図、(B)
は図1のZ−Z線拡大断面図である。
3A is an enlarged cross-sectional view taken along the line YY of FIG. 1, FIG.
FIG. 2 is an enlarged sectional view taken along line ZZ in FIG.

【図4】 同上の多軸オーガ装置の使用による地下連続
壁の形成方法の一例を説明する断面図で、形成途中の状
態を示している。
FIG. 4 is a cross-sectional view illustrating an example of a method for forming an underground continuous wall by using the above-described multi-axis auger device, showing a state in the process of being formed.

【図5】 図4に示される状態から一連の地下連続壁に
形成される状態を示す断面図である。
5 is a cross-sectional view showing a state in which a series of continuous underground walls is formed from the state shown in FIG.

【図6】 本発明の他の実施例による多軸オーガ装置の
要部を示す横断面図である。
FIG. 6 is a cross-sectional view showing a main part of a multi-axis auger device according to another embodiment of the present invention.

【図7】 従来の多軸オーガ装置によって形成された地
下連続壁の横断面図である。
FIG. 7 is a cross-sectional view of an underground continuous wall formed by a conventional multi-axis auger device.

【符号の説明】[Explanation of symbols]

1 オーガ駆動装置 2a オーガ軸 2b オーガ軸 2c オーガ軸 4a 主掘削ビット 4b 主掘削ビット 4c 主掘削ビット 5 支持フレーム 6a 副掘削ビット 6b 副掘削ビット 7a 副掘削ビット回転軸 7b 副掘削ビット回転軸 8 ラジアル軸受 9 スラスト軸受 10 ラジアル軸受 11 スラスト軸受 12 歯車 13 歯車 14 地下連続壁 15 掘孔間堀り残し部分 1 auger drive device 2a auger shaft 2b auger shaft 2c auger shaft 4a main drilling bit 4b main drilling bit 4c main drilling bit 5 support frame 6a sub drilling bit 6b sub drilling bit 7a sub drilling bit rotating shaft 7b sub drilling bit rotating shaft 8 radial Bearing 9 Thrust bearing 10 Radial bearing 11 Thrust bearing 12 Gear 13 Gear 14 Gear underground 14 Wall 15

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 オーガ駆動装置に、各先端に主掘削ビッ
トを設けた複数本のオーガ軸を互いに所要間隔をおいて
平行に垂下連結してなる多軸オーガ装置であって、前記
複数本のオーガ軸の下部に、これらオーガ軸を回転可能
に支持する支持フレームを各オーガ軸にわたって設け、
この支持フレームには、前記主掘削ビットにより形成さ
れる掘孔間堀り残し部分を削り落とす副掘削ビットを主
掘削ビットと干渉しない位置に設けた副掘削ビット回転
軸を、各オーガ軸間にオーガ軸と平行に垂下連結し、こ
の副掘削ビット回転軸を前記支持フレーム内に設けた連
動手段によって前記オーガ軸と連動連結してなる多軸オ
ーガ装置。
1. A multi-axis auger device in which a plurality of auger shafts each provided with a main excavation bit at each tip thereof are connected to an auger drive device in parallel at a required interval from each other. In the lower part of the auger shaft, a support frame that rotatably supports these auger shafts is provided over each auger shaft,
In this support frame, a sub-drilling bit rotary shaft provided at a position where the sub-drilling bit that scrapes off the remaining undrilled portion formed by the main drilling bit does not interfere with the main excavating bit is provided between the auger shafts. A multi-axis auger device in which the sub-digging bit rotary shaft is hung and connected parallel to the auger shaft, and the sub-digging bit rotary shaft is operatively connected to the auger shaft by interlocking means provided in the support frame.
【請求項2】 前記支持フレームは、当該支持フレーム
と各オーガ軸との間に介設したラジアル軸受及びスラス
ト軸受によって各オーガ軸を回転可能に支持するように
した請求項1に記載の多軸オーガ装置。
2. The multi-shaft according to claim 1, wherein the support frame rotatably supports each auger shaft by a radial bearing and a thrust bearing provided between the support frame and each auger shaft. Auger device.
【請求項3】 前記連動手段は、副掘削ビット回転軸に
設けた歯車と、この歯車と噛合するようにオーガ軸に設
けた歯車とからなる請求項1または2に記載の多軸オー
ガ装置。
3. The multi-axis auger device according to claim 1, wherein the interlocking means includes a gear provided on the sub-digging bit rotary shaft and a gear provided on the auger shaft so as to mesh with the gear.
JP12408895A 1995-05-23 1995-05-23 Multi-spindle auger device Pending JPH08319632A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12408895A JPH08319632A (en) 1995-05-23 1995-05-23 Multi-spindle auger device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12408895A JPH08319632A (en) 1995-05-23 1995-05-23 Multi-spindle auger device

Publications (1)

Publication Number Publication Date
JPH08319632A true JPH08319632A (en) 1996-12-03

Family

ID=14876635

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12408895A Pending JPH08319632A (en) 1995-05-23 1995-05-23 Multi-spindle auger device

Country Status (1)

Country Link
JP (1) JPH08319632A (en)

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