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JPH0346613B2 - - Google Patents
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JPH0346613B2 - - Google Patents

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Publication number
JPH0346613B2
JPH0346613B2 JP28887285A JP28887285A JPH0346613B2 JP H0346613 B2 JPH0346613 B2 JP H0346613B2 JP 28887285 A JP28887285 A JP 28887285A JP 28887285 A JP28887285 A JP 28887285A JP H0346613 B2 JPH0346613 B2 JP H0346613B2
Authority
JP
Japan
Prior art keywords
auger
augers
cylinder
drive motor
parallel state
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
Application number
JP28887285A
Other languages
Japanese (ja)
Other versions
JPS62148719A (en
Inventor
Masato Oohori
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 JP28887285A priority Critical patent/JPS62148719A/en
Publication of JPS62148719A publication Critical patent/JPS62148719A/en
Publication of JPH0346613B2 publication Critical patent/JPH0346613B2/ja
Granted legal-status Critical Current

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  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Description

【発明の詳細な説明】 イ 産業上の利用分野 本発明は、ブームに支持されたリーダマストに
案内されて昇降するオーガによつて地盤に土留め
壁形成用の縦穴を掘削するアースオーガ装置に関
する。
DETAILED DESCRIPTION OF THE INVENTION A. Field of Industrial Application The present invention relates to an earth auger device for excavating a vertical hole in the ground for forming an earth retaining wall using an auger that moves up and down guided by a leader mast supported by a boom. .

ロ 従来技術 従来、連続縦穴の掘削を能率的になすために、
2本、3本、4本等のオーガを並列させて駆動す
る多連オーガが提供されている。ところでこのよ
うな多連オーガを用いて地盤に土留め壁用の下穴
として第9図aに示すように連続縦穴35を形成
すると、地中では掘削抵抗によつてオーガどうし
が間隔を拡げたり狭めたりして、連続縦穴となら
ず、縦穴間に土層が残る個所が生じ、従つてこの
ような縦穴にセメントミルクを注入して土留め壁
を形成すると、第9図bに示すようにセメント層
から成る連続柱列38の壁部に不連通部分35
a、即ち隙間ができる。もしこの隙間が掘方敷3
6以上にあると、建造物の地下部を構築するため
の下穴を掘上げる際に、地下水が浸入して下穴掘
上げに支障を来たし、時には掘り上げ不能とな
る。
B. Prior art Conventionally, in order to efficiently drill continuous vertical holes,
Multiple augers are provided in which two, three, four, etc. augers are driven in parallel. By the way, when such multiple augers are used to form a continuous vertical hole 35 in the ground as a pilot hole for an earth retaining wall as shown in Figure 9a, the distance between the augers increases due to the excavation resistance underground. If the vertical holes are narrowed, the vertical holes are not continuous, and there are places where a layer of soil remains between the vertical holes. Therefore, when cement milk is poured into such vertical holes to form earth retaining walls, as shown in Figure 9b, Disconnected portion 35 on the wall of continuous column row 38 made of cement layer
a. In other words, a gap is created. If this gap is Horikatashiki 3
If it is 6 or more, when digging a pilot hole for constructing the underground part of a building, groundwater will infiltrate, causing problems in digging the pilot hole, and sometimes making it impossible to dig.

ハ 発明が解決しようとする問題点 本発明は、前記従来装置による掘削上の問題点
に着目して提供されたもので、複数本の多連オー
ガのうち両外側のオーガを平行状態から開きうる
ようにすることにより、掘削穴を板状の連続穴に
形成できるアースオーガ装置を得ることを目的と
する。
C. Problems to be Solved by the Invention The present invention has been provided by focusing on the problems in excavation by the conventional device, and it is possible to open both outer augers from a parallel state among a plurality of multiple augers. By doing so, it is an object of the present invention to obtain an earth auger device capable of forming an excavated hole into a plate-shaped continuous hole.

ニ 問題点を解決するための手段 本発明は、第1図乃至第4図に例示するよう
に、リーダマスト1の案内棒3に案内されて上下
する昇降枠4に、複数本のオーガ7,8,9のそ
れぞれの駆動モータ10,11,12を搭載する
と共に、外側のオーガ8,9の駆動モータ11,
12の支持本体13,14を横振れ可能に支点支
持し、この支点を中心として両外側のオーガ8,
9、もしくは片方のオーガを平行状態から側方へ
開閉固定自在になしうる開閉手段を設けたアース
オーガ装置である。
D. Means for Solving the Problems The present invention, as illustrated in FIGS. 1 to 4, provides a plurality of augers 7, The drive motors 11, 12 for the outer augers 8, 9 are mounted, and the drive motors 11, 12 for the outer augers 8, 9 are mounted.
12 supporting bodies 13 and 14 are supported on a fulcrum so that they can swing laterally, and the augers 8 and 8 on both outer sides are supported around this fulcrum.
9, or one of the augers is provided with an opening/closing means that can freely open and close one of the augers from a parallel state to the side.

ホ 作用 前記の装置で、オーガ7,8,9を平行に保つ
た状態で、先ず第8図aに示すように地盤に3穴
の連続縦穴35を掘削する。そして第8図bに示
すように掘方敷36よりやや下位置で、開閉手段
(例えば油圧シリンダ19,20より成る装置)
により外側オーガ8,9を支点(ピン15)を中
心として外側へ開く。この状態でオーガ7,8,
9を上方へ引上げると、第8図cを示すように、
連続縦穴35の上部に板状の縦穴37が掘削され
る。もちろんこの場合、開いた状態のオーガを上
下させて連続縦穴35中に存在する削り残しの不
連通部分35aを除去する。以上掘削中、セメン
トミルクは各オーガ下端から供給されて掘削上砂
と混練されて、穴35,37内に土留め壁を形成
するが、掘方敷36以上の部分は水止めが完全な
板状の壁となる。なお、土留め壁は建物の下穴作
りの場合、四角形に形成されたが、四角形のコー
ナ部分においてはオーガが平行縦状態であると、
リーダマスト、ヘツドシーブ、駆動モータ等が隣
接地の構築物に近ずくために、縦穴掘削の作業が
やり難い。この様な場合でも、上記装置では外側
オーガ8,9を開きうるから、外側オーガの先端
のみをコーナ部分に置いて掘削できるので、コー
ナ部の土留め壁も完全に且つ正確な形状を保つて
形成できる。
E. Operation Using the above-mentioned apparatus, first, three continuous vertical holes 35 are drilled in the ground as shown in FIG. 8a, with the augers 7, 8, and 9 kept parallel. Then, as shown in FIG. 8b, an opening/closing means (for example, a device consisting of hydraulic cylinders 19 and 20) is installed at a position slightly below the trench 36.
The outer augers 8 and 9 are opened outward about the fulcrum (pin 15). In this state, auger 7, 8,
When 9 is pulled upward, as shown in Figure 8c,
A plate-shaped vertical hole 37 is drilled above the continuous vertical hole 35. Of course, in this case, the open auger is moved up and down to remove the uncut portion 35a remaining in the continuous vertical hole 35. During the above excavation, cement milk is supplied from the lower end of each auger and mixed with excavated sand to form earth retaining walls in the holes 35 and 37, but the area above the excavation bed 36 is completely blocked by a board. It becomes a shaped wall. In addition, when making a pilot hole for a building, the earth retaining wall was formed in a square shape, but in the corners of the square, the auger was in a parallel vertical state.
Vertical hole excavation work is difficult because the leader mast, head sheave, drive motor, etc. are close to adjacent structures. Even in such a case, since the above device allows the outer augers 8 and 9 to be opened, excavation can be performed by placing only the tip of the outer auger at the corner, so that the retaining wall at the corner can maintain its complete and accurate shape. Can be formed.

ヘ 実施例 第1図乃至第4図に従つて実施例1を説明す
る。1はブーム2によつて立柱されたリーダマス
トで、同マストには縦方向に平行案内棒3が設け
られている。4は腕部5の抱込みによつて案内棒
3に上下スライド自在に取付けた昇降枠で、リー
ダマスト1上端のヘツドシーブを経て繰出し繰入
れされる主索条6によつて昇降する。7は中央オ
ーガで、8,9は外側オーガであり、これらは三
連オーガを構成し、中央オーガ7の駆動モータ1
0は昇降枠4に固定され、外側オーガ8,9のそ
れぞれの駆動モータ11,12の各支持本体1
3,14は、上部においてピン15,15によつ
て横振れ可能に支点支持されている。仮に5連の
オーガならば外側オーガは4本が支点支持され
る。16は中央オーガ7の下部に軸方向移動不能
で回動のみ自在に設けた筒体で、17,18は筒
体16と略々同高において外側オーガ8,9の下
部にそれぞれ軸方向移動不能で回動のみ自在に設
けた筒体である。19は外側オーガ8の開閉手段
となる油圧シリンダで、同シリンダのヘツドは筒
体16の左外側部のピン21に枢着され、ピスト
ンロツド19aは筒体17の内側部のピン21に
枢着されている。20は外側オーガ9の開閉手段
となる油圧シリンダで、同シリンダのヘツドは筒
体16の右外側部のピン22に枢着され、ピスト
ンロツド20aは筒体18の内側部のピン22に
枢着されている。ピン20,21は互に平行であ
り、各オーガに対して軸直角に設けられている。
23はオーガ7,8,9のふれ止め装置で、案内
棒3に腕部23cによつて上下スライド自在に抱
込みによつて取付けられ、副索条24によつて昇
降する。このふれ止め装置の中央筒23aは中央
オーガ7に嵌合し、外側筒23bは外側端で開い
ており、外側オーガ8,9の開きに対して邪魔し
ない構造になつている。25は掘削爪で、26は
撹拌突起である。27は送油ホースで、このホー
スは駆動モータの油圧ユニツトの分岐回路に結合
されている。
F. Example Example 1 will be described with reference to FIGS. 1 to 4. Reference numeral 1 denotes a leader mast that is erected by a boom 2, and a parallel guide rod 3 is provided in the vertical direction on the leader mast. Reference numeral 4 denotes an elevating frame that is attached to the guide rod 3 so as to be slidable up and down by holding the arm portion 5, and is raised and lowered by a main rope 6 that is fed out through a head sheave at the upper end of the leader mast 1. 7 is a central auger, 8 and 9 are outer augers, and these constitute a triple auger, and the drive motor 1 of the central auger 7
0 is fixed to the lifting frame 4, and each support body 1 of each drive motor 11, 12 of the outer auger 8, 9
3 and 14 are fulcrum supported by pins 15 and 15 at the upper part so as to be able to swing laterally. If there are five augers, four of the outer augers will be supported by the fulcrum. Reference numeral 16 denotes a cylindrical body provided at the bottom of the central auger 7 that cannot be moved in the axial direction and is only rotatable, and 17 and 18 are provided at the bottom of the outer augers 8 and 9, respectively, at approximately the same height as the cylindrical body 16 and are immovable in the axial direction. It is a cylindrical body that can only rotate freely. A hydraulic cylinder 19 serves as a means for opening and closing the outer auger 8. The head of the cylinder is pivotally connected to a pin 21 on the left outer side of the cylinder 16, and the piston rod 19a is pivotally connected to a pin 21 on the inner side of the cylinder 17. ing. A hydraulic cylinder 20 serves as a means for opening and closing the outer auger 9. The head of the cylinder is pivotally connected to a pin 22 on the right outer side of the cylinder 16, and the piston rod 20a is pivotally connected to a pin 22 on the inner side of the cylinder 18. ing. The pins 20 and 21 are parallel to each other and are provided perpendicular to the axis of each auger.
Reference numeral 23 denotes a non-slip device for the augers 7, 8, and 9, which is attached to the guide rod 3 by an arm portion 23c so as to be slidable up and down, and is raised and lowered by a sub-route 24. The center tube 23a of this anti-skid device fits into the center auger 7, and the outer tube 23b is open at its outer end and has a structure that does not interfere with the opening of the outer augers 8, 9. 25 is a digging claw, and 26 is a stirring protrusion. Reference numeral 27 denotes an oil supply hose, which is connected to a branch circuit of the hydraulic unit of the drive motor.

この装置では、第1図に示すようなオーガの平
行状態から、送油して油圧シリンダ19,20の
ピストンロツド19a,20aを延伸すると、外
側オーガ8,9はピン15を中心として側方へ八
の字形に開く。この場合、例えばピストンロツド
19aのみを延伸すると片方の外側オーガ8のみ
が側方へ開く。そしてピストンロツドを引退させ
ると各オーガは元の平行状態に揃う。
In this device, when oil is supplied and the piston rods 19a, 20a of the hydraulic cylinders 19, 20 are extended from the parallel state of the augers as shown in FIG. Open in the shape of . In this case, for example, if only the piston rod 19a is extended, only one of the outer augers 8 opens laterally. Then, when the piston rod is retired, each auger is aligned to its original parallel state.

第5図、第6図および第7図に従つて実施例2
を説明する。28は、筒体16の左外側部と、環
体17の内側突起17a間にピン30によつて介
設した連結リンクで、29は筒体16の右外側部
と、筒体18の内側突起18a間にピン31によ
つて介設した連結リンクである。オーガ7,8,
9が平行状態では、第5図、第6図に示すよう
に、同高にある筒体17,18に対して中央の筒
体16は上位置にあり、リンク28,29は八の
字状態になり、中央の掘削爪25aは外側の掘削
爪25より下位置になつている。32は昇降枠4
の中央に縦に設けたリツプ形の案内枠で、このリ
ツプ内には第7図に示すように中央の駆動モータ
10の裏部に設けた断面T形台の両側縁33が上
下スライド自在に嵌合し、モータ10の上部には
昇降枠4の上部4aに垂下状態で固定した油圧シ
リンダ34のピストンロツド34aの下端が結合
されている。この装置では、第5図に示すような
オーガの平行状態から、ふれ止め装置23の開放
両端の横振れ阻止ピン23cを抜いて油圧シリン
ダ34によつて、駆動モータ10を下へ押下げる
と、中央オーガ7が下降し、連結リンク28,2
9が横につつ張つて、外側オーガ8,9がそれぞ
れピン15を中心として両側方へ開く。逆に駆動
モータ10を引上げると各オーガは元の平行状態
に戻る。
Example 2 according to FIGS. 5, 6 and 7
Explain. Reference numeral 28 denotes a connecting link provided by a pin 30 between the left outer part of the cylinder 16 and the inner protrusion 17a of the ring body 17, and 29 indicates the link between the right outer part of the cylinder 16 and the inner protrusion 17a of the cylinder 18 This is a connecting link interposed between 18a by a pin 31. Auger 7, 8,
9 are in a parallel state, as shown in FIGS. 5 and 6, the central cylinder 16 is in an upper position relative to the cylinders 17 and 18 at the same height, and the links 28 and 29 are in a figure eight position. The central digging claw 25a is located at a lower position than the outer digging claws 25. 32 is lift frame 4
A lip-shaped guide frame is provided vertically in the center of the guide frame, and inside this lip, as shown in FIG. The lower end of a piston rod 34a of a hydraulic cylinder 34, which is fixed to the upper part 4a of the lifting frame 4 in a hanging state, is connected to the upper part of the motor 10. In this device, when the auger is in a parallel state as shown in FIG. 5, when the lateral vibration prevention pins 23c at both open ends of the rest stop device 23 are removed and the drive motor 10 is pushed down by the hydraulic cylinder 34, The central auger 7 is lowered and the connecting links 28,2
9 is stretched laterally, and the outer augers 8 and 9 open to both sides about the pin 15, respectively. Conversely, when the drive motor 10 is pulled up, each auger returns to its original parallel state.

ト 効果 本発明は、昇降枠に搭載した複数のオーガ駆動
モータのうち、外側のオーガの駆動モータの支持
本体を支点支持して横振れ可能にし、外側オーガ
を平行状態から開きうるものにしたから、平行状
態で連続縦穴を掘削して後、外側オーガを開いて
上昇もしくは下降させることにより、連続縦穴間
に残る不連通部分を除いて、板状の縦穴を形成で
き、またコーナ部の縦穴も容易に掘削でき、これ
によつて水が浸入しない土留め壁を構築できる。
G Effect The present invention supports the support body of the drive motor of the outer auger among the plurality of auger drive motors mounted on the lifting frame as a fulcrum to enable it to swing laterally, so that the outer auger can be opened from a parallel state. After drilling continuous vertical holes in a parallel state, by opening the outer auger and raising or lowering it, it is possible to form a plate-shaped vertical hole by removing the discontinuous parts that remain between the continuous vertical holes, and also to form vertical holes at the corners. It can be easily excavated, allowing the construction of earth retaining walls that do not allow water to infiltrate.

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

第1図は本発明の実施例1の正面図、第2図は
同上の側面図、第3図は同上の要部の拡大正面
図、第4図は同上の外側オーガの開いた状態での
正面図、第5図は実施例2の正面図、第6図は同
上の要部の正面図、第7図は同上の中央駆動モー
タ部の上面図、第8図a,b,cは以上実施例を
用いて地盤穴を掘削する場合の作業工程順の説明
図、第9図a,bは従来例による土留め壁の上面
図と正面図である。
Fig. 1 is a front view of Embodiment 1 of the present invention, Fig. 2 is a side view of the same, Fig. 3 is an enlarged front view of the main parts of the above, and Fig. 4 shows the outer auger of the above in the open state. 5 is a front view of Embodiment 2, FIG. 6 is a front view of the main parts of the above, FIG. 7 is a top view of the central drive motor section of the above, and FIGS. 8 a, b, and c are the above. An explanatory diagram of the order of work steps when excavating a hole in the ground using the embodiment, and FIGS. 9a and 9b are a top view and a front view of an earth retaining wall according to a conventional example.

Claims (1)

【特許請求の範囲】[Claims] 1 リーダマストの案内棒に案内されて上下する
昇降枠に複数本のオーガの駆動モータを搭載する
と共に、外側のオーガの駆動モータの支持本体を
横振れ可能に支点支持し、この支点を中心として
両外側のオーガもしくは片方のオーガを平行状態
から側方へ開閉固定自在に成しうる開閉手段を設
けたことを特徴とするアスオーガ装置。
1 Multiple auger drive motors are mounted on a lifting frame that moves up and down guided by the guide rod of the leader mast, and the support body of the outer auger drive motor is supported as a fulcrum so that it can swing laterally, and the An ass auger device characterized by being provided with opening/closing means that can freely open and close both outer augers or one auger from a parallel state to the side.
JP28887285A 1985-12-21 1985-12-21 Earth auger device Granted JPS62148719A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28887285A JPS62148719A (en) 1985-12-21 1985-12-21 Earth auger device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28887285A JPS62148719A (en) 1985-12-21 1985-12-21 Earth auger device

Publications (2)

Publication Number Publication Date
JPS62148719A JPS62148719A (en) 1987-07-02
JPH0346613B2 true JPH0346613B2 (en) 1991-07-16

Family

ID=17735848

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28887285A Granted JPS62148719A (en) 1985-12-21 1985-12-21 Earth auger device

Country Status (1)

Country Link
JP (1) JPS62148719A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0194115A (en) * 1987-10-02 1989-04-12 Oohorigumi:Kk Earth auger device
JPH02190516A (en) * 1988-12-28 1990-07-26 Karl Bauer Spezialtiefbau Gmbh & Co Kg Underground wall excavation equipment

Also Published As

Publication number Publication date
JPS62148719A (en) 1987-07-02

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