JP3479700B2 - Casing auger device - Google Patents

Casing auger device

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Publication number
JP3479700B2
JP3479700B2 JP07949394A JP7949394A JP3479700B2 JP 3479700 B2 JP3479700 B2 JP 3479700B2 JP 07949394 A JP07949394 A JP 07949394A JP 7949394 A JP7949394 A JP 7949394A JP 3479700 B2 JP3479700 B2 JP 3479700B2
Authority
JP
Japan
Prior art keywords
auger
casing
lift
shaft
casing auger
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 - Fee Related
Application number
JP07949394A
Other languages
Japanese (ja)
Other versions
JPH07259464A (en
Inventor
正人 大堀
Original Assignee
株式会社大堀
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 株式会社大堀 filed Critical 株式会社大堀
Priority to JP07949394A priority Critical patent/JP3479700B2/en
Publication of JPH07259464A publication Critical patent/JPH07259464A/en
Application granted granted Critical
Publication of JP3479700B2 publication Critical patent/JP3479700B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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、地盤中のコンクリート
層等の障害物を除去するときに用いるケーシングオーガ
装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a casing auger device used for removing obstacles such as concrete layers in the ground.

【0002】[0002]

【従来の技術】地中に旧建築物のコンクリート基礎等の
障害物が残存していると、直接地中連続壁等を構築する
ことができないので、先行処理として地中障害物の除去
を行なっているが、この除去作業に用いるケーシングオ
ーガ装置には、比較的小型で掘削能率のよいものがなか
った。
2. Description of the Related Art If obstacles such as concrete foundations of old buildings remain in the ground, it is not possible to construct a continuous underground wall directly. However, the casing auger device used for this removal work was not relatively small and had good excavation efficiency.

【0003】[0003]

【発明が解決しようとする課題】本発明は、ケーシング
オーガの自重による掘削と、強制掘削を自在に選択して
能率的に地中障害物を除去できる小型で強力なケーシン
グオーガ装置を得ることを目的とする。
SUMMARY OF THE INVENTION It is an object of the present invention to obtain a compact and powerful casing auger device capable of efficiently removing underground obstructions by freely selecting excavation by the weight of a casing auger and forced excavation. To aim.

【0004】[0004]

【課題を解決するための手段】請求項1の発明は、リー
ダマスト1に固設した平行案内棒2に、独立に上部昇降
台Aと中間昇降台B、および下部昇降台Cをスライド自
在に設け、中間昇降台Bと下部昇降台Cを互いに強制伸
縮手段Sで連結し、且つ下部昇降台Cに搭載したケーシ
ングオーガ駆動装置Dの本体に設けた軸受筒部Hに、ケ
ーシングオーガEの上端の軸筒部4を軸支すると共に、
同軸筒部4とケーシングオーガ駆動装置Dのモータ部2
1を伝動連結し、上部昇降台Aをトップシーブ5から繰
出される主索条6によって吊下げ支持し、上部昇降台A
に搭載した中軸オーガ駆動装置7に中軸オーガ8を連結
し、同中軸オーガ8のオーガ軸9を前記ケーシングオー
ガEの軸筒部4に挿通して掘削刃10をケーシングオー
ガE内に位置させ、前記中間昇降台Bと下部昇降台Cの
どちらかを選一的に平行案内棒2に対して移動不能か、
もしくは両方を同平行案内棒2に対してスライド自在に
できるロック手段Gを設けて成るケーシングオーガ装置
である。
According to a first aspect of the present invention, an upper elevator A, an intermediate elevator B, and a lower elevator C are independently slidable on a parallel guide rod 2 fixed to a leader mast 1. The upper end of the casing auger E is attached to the bearing cylinder portion H provided in the main body of the casing auger drive device D mounted on the lower elevator C by connecting the intermediate elevator B and the lower elevator C to each other by the forcible expansion / contraction means S. While supporting the shaft cylinder part 4 of
The coaxial cylinder portion 4 and the motor portion 2 of the casing auger drive device D
1 is connected by power transmission, and the upper lift A is suspended and supported by the main rope 6 extended from the top sheave 5.
The center shaft auger drive device 7 mounted on the center shaft auger 8 is connected, the auger shaft 9 of the center shaft auger 8 is inserted into the shaft cylinder portion 4 of the casing auger E, and the excavating blade 10 is positioned in the casing auger E. Whether one of the intermediate lift B and the lower lift C cannot be selectively moved with respect to the parallel guide bar 2,
Alternatively, the casing auger device is provided with a locking means G capable of sliding both of them with respect to the parallel guide rod 2.

【0005】請求項2の発明は、中間昇降台Bと下部昇
降台Cを互いに連結する油圧シリンダ11から成る強制
伸縮手段Sと、同油圧シリンダが最小に縮小した位置と
最大に伸長した位置で動作するロックピンPとロックピ
ンP1を、それぞれ中間昇降台Bと下部昇降台Cに設
け、平行案内棒2側に同ロックピンが嵌入するピン孔1
3,13‥‥群を設けて成るロック手段Gを有する請求
項1記載のケーシングオーガ装置である。
According to the second aspect of the present invention, the forced expansion / contraction means S is composed of the hydraulic cylinder 11 connecting the intermediate lift base B and the lower lift base C to each other, and the hydraulic cylinder has a minimum contracted position and a maximum expanded position. A lock pin P and a lock pin P1 that operate are provided on the intermediate lift table B and the lower lift table C, respectively, and the pin hole 1 into which the lock pin is fitted on the parallel guide rod 2 side.
The casing auger device according to claim 1, further comprising locking means G including groups 3, 3 ,.

【0006】請求項3の発明は、正逆転可能な中軸オー
ガ駆動装置7に中軸オーガ8を連結し、ケーシングオー
ガEの上端の軸筒部4に、前記中軸オーガ8のオーガ軸
9をチャッキングするチャック装置Fを設けた請求項1
記載のケーシングオーガ装置である。
According to the third aspect of the present invention, the center shaft auger 8 is connected to the center shaft auger drive device 7 capable of forward and reverse rotation, and the auger shaft 9 of the center shaft auger 8 is chucked to the shaft cylinder portion 4 at the upper end of the casing auger E. A chucking device F for controlling is provided.
It is the described casing auger device.

【0007】[0007]

【作用】請求項1の構成による作用を、図1によって説
明する。中間昇降台Bと下部昇降台Cを連結する強制伸
縮手段Sである油圧シリンダ11を縮小し、中間昇降台
Bと下部昇降台Cのどちらかを選一的に平行案内棒2に
対して移動不能、もしくは両方を平行案内棒2に対して
スライド自在にできるロック手段Gを、すべてOFFに
して、ケーシングオーガEを着地させ、トップシーブ5
から繰出される主索条6によって上部昇降台Aを吊下げ
て中軸オーガ8の掘削刃10をケーシングオーガEの下
端より上位置に置く。そして中軸オーガ8の掘削刃10
と、ケーシングオーガEを互いに逆回転させると、各自
の自重によってケーシングビット14が障害層をくり抜
き、中軸オーガ8の掘削刃10が内側部を砕片状に掘削
し、排土スクリュウ9bが砕片を上方へ押し上げる。
The operation of the structure of claim 1 will be described with reference to FIG. The hydraulic cylinder 11, which is the compulsory expansion / contraction means S that connects the intermediate lifting platform B and the lower lifting platform C, is contracted, and either the intermediate lifting platform B or the lower lifting platform C is selectively moved with respect to the parallel guide bar 2. All of the locking means G, which cannot be locked or which can be slid with respect to the parallel guide bar 2, are turned off, the casing auger E is landed, and the top sheave 5
The upper lifting table A is suspended by the main ropes 6 fed from the upper rope A, and the excavating blade 10 of the center shaft auger 8 is placed above the lower end of the casing auger E. And the drilling blade 10 of the central shaft auger 8
When the casing auger E is rotated in the opposite direction to each other, the casing bit 14 cuts out the obstacle layer by its own weight, the excavating blade 10 of the center shaft auger excavates the inner portion into a fragment, and the earth removal screw 9b raises the fragment. Push up.

【0008】請求項2の構成によると、強制伸縮手段S
の油圧シリンダ11を最小に縮小した位置と最大に伸長
した位置に対応して、平行案内棒2の内側にピン孔13
群があり、中間昇降台Bと下部昇降台Cにそれぞれ設け
た油圧シリンダによって動作するロックピンPかP1の
どちらかが前記ピン孔13に、選一的に嵌入し、両ピン
が同時に脱出できるロック手段Gを用いて、障害層が強
固でケーシングオーガEの自重のみで掘削困難なとき
に、強制掘削を行なうことができる。
According to the second aspect of the invention, the forced expansion / contraction means S is used.
The pin holes 13 are formed inside the parallel guide rods 2 at positions corresponding to the positions where the hydraulic cylinder 11 of FIG.
There is a group, and either the lock pin P or P1 which is operated by the hydraulic cylinders provided on the intermediate lift B and the lower lift C is selectively inserted into the pin hole 13 so that both pins can be removed at the same time. By using the locking means G, forced excavation can be performed when the obstacle layer is strong and it is difficult to excavate only by the weight of the casing auger E.

【0009】図5では、前記強制掘削の説明が分かり易
いように中間昇降台Bと下部昇降台Cの動作順を左から
右へ横に展開してある。先ず中間昇降台Bのロックピン
Pがピン孔h1(13)に嵌入してロックされ(#
1)、下部昇降台CのロックピンP1がh2(13)か
ら脱出(#2)しているとする。この状態で油圧シリン
ダ11を、じわじわ伸長して(#3)、回転するケーシ
ングオーガEに軸方向の圧力を加えて強制掘削する。そ
して油圧シリンダ11が最長になったとき、下部昇降台
CのロックピンP1をピン孔h3(13)に嵌入し(#
4)、中間昇降台BのロックピンPをピン孔h1から脱
出(#5)させて、油圧シリンダ11を最小に縮小(#
6)する。もし必要ならば、中間昇降台Bのロックピン
Pをピン孔h2に嵌入し、下部昇降台CのロックピンP
1をh3から脱出させ、前記と同様の強制掘削を行な
う。この強制掘削では、央オーガ8は自重によって、ケ
ーシングオーガ内を掘削する。以上ロック手段Gによる
強制掘削の動作は、しゃくとり虫の動作に似ている。な
おロック手段Gは、平行案内棒2のいずれの位置でも昇
降台をロックできる無段階のものでもよい。
In FIG. 5, the operation order of the intermediate lift B and the lower lift C is laterally expanded from left to right for easy understanding of the description of the forced excavation. First, the lock pin P of the intermediate lift B is fitted into the pin hole h1 (13) and locked (#
1), it is assumed that the lock pin P1 of the lower lift C has escaped from the h2 (13) (# 2). In this state, the hydraulic cylinder 11 is gradually extended (# 3), and axial pressure is applied to the rotating casing auger E to forcibly excavate. Then, when the hydraulic cylinder 11 becomes the longest, the lock pin P1 of the lower lift C is fitted into the pin hole h3 (13) (#
4), the lock pin P of the intermediate lift B is removed from the pin hole h1 (# 5), and the hydraulic cylinder 11 is reduced to the minimum (#).
6) Do. If necessary, insert the lock pin P of the intermediate lift B into the pin hole h2, and lock the lock pin P of the lower lift C.
Escape 1 from h3 and perform forced excavation similar to the above. In this forced excavation, the central auger 8 excavates the casing auger by its own weight. The operation of forced excavation by the lock means G is similar to the operation of the wormworm. The locking means G may be a stepless one that can lock the lifting table at any position of the parallel guide bar 2.

【0010】請求項3の構成によれば、ケーシングオー
ガEの出力トルクが不足する場合、中軸オーガ8の掘削
刃10を高位置に置いてチャック装置FをONにしてオ
ーガ軸9とケーシングオーガEの軸筒部4を一体化し
て、中軸オーガ8を、ケーシングオーガEと同回転方
向、同回転数で回転させ、両オーガの出力トルクを合成
すると、一層強力に、ケーシングオーガによる掘削がで
きる。また、中軸オーガ8の掘削刃10をケーシングチ
ップ14より低い位置に置いて、前記同様にチャック装
置をONにして、前記同様両オーガの出力トルクを合成
すると、中軸オーガによって、ケーシングオーガ内の残
留障害層を強力に掘削できる。この際、請求項2の構成
のロック手段Gによる強制掘削を併用すると、すべての
駆動力が利用された強制掘削が可能となる。
According to the structure of claim 3, when the output torque of the casing auger E is insufficient, the excavating blade 10 of the center shaft auger 8 is placed at a high position and the chuck device F is turned on to turn on the auger shaft 9 and the casing auger E. When the shaft cylinder portion 4 is integrated, the center shaft auger 8 is rotated in the same rotation direction and the same number of revolutions as the casing auger E, and the output torques of both augers are combined, the casing auger can be more strongly excavated. Further, when the excavating blade 10 of the center shaft auger 8 is placed at a position lower than the casing tip 14 and the chuck device is turned on in the same manner as described above, and the output torques of both augers are combined in the same manner as described above, the center shaft auger causes the residue in the casing auger to remain. It can excavate the obstacle layer strongly. At this time, if the forced excavation by the lock means G having the structure of claim 2 is used together, the forced excavation using all the driving force becomes possible.

【0011】[0011]

【実施例】本発明の一実施例を、図1乃至図4によって
説明する。図1と図2において、1はリーダマストで、
背面をクローラ24上の旋回機台25にブームシリンダ
26によって起伏自在に支持したアーム27に枢支さ
れ、キャッチフオーク28によって、足元位置を調節さ
れて立柱されている。2はリーダマストの前面に棒間を
広く取って設けた平行案内棒で、同平行案内棒2には、
独立に上部昇降台Aと中間昇降台B、および下部昇降台
Cが、それぞれの抱き込み腕3,3a,3bによって案
内棒方向へスライド自在に嵌合される。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described with reference to FIGS. 1 and 2, 1 is a leader mast,
A rear surface is pivotally supported by an arm 27 which is supported by a swing cylinder 25 on a crawler 24 so as to be able to rise and fall by a boom cylinder 26, and a catch fork 28 adjusts the foot position to stand upright. Reference numeral 2 denotes a parallel guide rod provided on the front surface of the leader mast with a wide space between the rods.
An upper lift table A, an intermediate lift table B, and a lower lift table C are independently fitted slidably in the guide rod direction by the respective holding arms 3, 3a, 3b.

【0012】Sは中間昇降台Bと下部昇降台Cを互いに
離間させ、あるいは引き寄せる強制伸縮手段で、中間昇
降台Bに、シリンダ部の中間を横ピン11aで枢支さ
れ、下部昇降台Cに、ロッド端をピン11bで支持され
た油圧シリンダ11より成る。中間昇降台Bと下部昇降
台Cを平行案内棒2に固定するロック手段Gは、次のよ
うに構成される。油圧シリンダ11を最小に縮小した位
置と最大に伸長した位置に対応して、平行案内棒2の内
側にピン孔13群があり、図4に示すように中間昇降台
Bには、油圧シリンダ13aによって両側方へ突出し
て、ピン孔13に嵌入するロックピンPが設けられ、ま
た下部昇降台Cには、油圧シリンダ13bによって両側
方へ突出して、別のピン孔13に嵌入するロックピンP
が設けられている。これらロックピンPとP1のどちら
かが前記ピン孔13に、選一的に嵌入し、また両ピンが
同時に脱出できる。ロックピンPとP1のピン孔13へ
の選一的嵌入は、嵌入したいロックピンを目的のピン孔
に嵌入して後、一定のタイムラグをとって他のロックピ
ンがピン孔か脱出するように、油圧シーケンス回路によ
って制御される。ロックピンの同時脱出は、原則として
ケーシングオーガEの下端の着地時か、上部昇降台Aと
中間昇降台Bが連結されて、上部昇降台Aを主索条6に
よって昇降させる時に可能となる。
Reference numeral S denotes a forced expansion / contraction means for separating or pulling the intermediate lift table B and the lower lift table C from each other. The intermediate lift table B is pivotally supported by the horizontal pin 11a at the middle of the cylinder portion, and is attached to the lower lift table C. , A hydraulic cylinder 11 whose rod end is supported by a pin 11b. Locking means G for fixing the intermediate lift B and the lower lift C to the parallel guide bar 2 is configured as follows. Corresponding to a position where the hydraulic cylinder 11 is contracted to the minimum and a position where the hydraulic cylinder 11 is expanded to the maximum, there are pin holes 13 inside the parallel guide rod 2. As shown in FIG. Is provided with a lock pin P projecting to both sides and fitted into the pin hole 13, and the lower lift base C is projecting to both sides by the hydraulic cylinder 13b and fitted into another pin hole 13.
Is provided. Either one of the lock pins P and P1 is selectively fitted into the pin hole 13 and both pins can be removed at the same time. Selective fitting of the lock pins P and P1 into the pin hole 13 is performed by fitting the lock pin to be fitted into the target pin hole and then allowing another lock pin to escape from the pin hole with a certain time lag. , Controlled by a hydraulic sequence circuit. As a general rule, the lock pins can be simultaneously ejected when the lower end of the casing auger E is landed or when the upper elevator A and the intermediate elevator B are connected and the upper elevator A is moved up and down by the main rope 6.

【0013】図3に示すように、ケーシングオーガEの
上端に設けた軸筒部4は、下部昇降台Cに固設したケー
シングオーガ駆動装置Dの本体12の中央に、上下に抜
ける形で設けた軸受筒部Hに軸支されて上へ抜け、且つ
同軸筒部4に設けた歯車23が、ケーシングオーガ駆動
装置Dのモーター部21の原動歯車22にかみ合い、こ
の連結によってモーター部21の回転がケーシングオー
ガEに伝動される。前記軸受筒部Hは、本体12の受け
部に、自動調心ころ軸受19,19aと、スラスト方向
を対向させたスラスト自動調心ころ軸受20,20aを
設けることによって構成されている。31は、ケーシン
グオーガEの内側上部に設けたオーガ軸9の振れ止めリ
ングである。
As shown in FIG. 3, the shaft cylinder portion 4 provided at the upper end of the casing auger E is provided at the center of the main body 12 of the casing auger driving device D fixedly mounted on the lower lift C so as to be vertically removed. The gear 23, which is axially supported by the bearing tubular portion H and comes out upward, and which is provided on the coaxial tubular portion 4, meshes with the driving gear 22 of the motor portion 21 of the casing auger drive device D, and the rotation of the motor portion 21 is caused by this connection. Is transmitted to the casing auger E. The bearing cylindrical portion H is configured by providing the receiving portion of the main body 12 with self-aligning roller bearings 19 and 19a and thrust self-aligning roller bearings 20 and 20a whose thrust directions are opposed to each other. Reference numeral 31 is a steady ring of the auger shaft 9 provided on the upper inside of the casing auger E.

【0014】図1において、8は上部昇降台Aに搭載し
た中軸オーガ駆動装置7に連結した中軸オーガで、オー
ガ軸9はケーシングオーガEの前記軸筒部4に挿通され
て、掘削刃10がケーシングオーガE内に位置する。9
bは、ケーシングオーガE内において、上部を除いてオ
ーガ軸9に設けた排土スクリュウである。
In FIG. 1, reference numeral 8 denotes a center shaft auger connected to a center shaft auger drive device 7 mounted on the upper lift A, and an auger shaft 9 is inserted into the shaft cylinder portion 4 of a casing auger E, and a drilling blade 10 is provided. Located in the casing auger E. 9
Reference numeral b denotes an earth removal screw provided on the auger shaft 9 in the casing auger E except for the upper portion.

【0015】Fは中軸オーガ8とケーシングオーガEと
を固定するチャック装置で、図3に示すように、ケーシ
ングオーガ駆動装置Dの本体12の上に設けた支持体1
2aに、ロッドを下にして立設した油圧シリンダ15に
より操作されるシフター16によって、軸筒部4上の装
置本体17に嵌合した複数のテーパーブロック18を上
方へ移動させて、同テーパーブロック18をオーガ軸9
の周囲に圧接固定、即ちチャックONとする装置であ
る。9aはチャック装置Fに対するオーガ軸9側の滑り
止め突条である。29はケーシングオーガEの振止め装
置で、平行案内棒2に取り付けられる。30は上部昇降
台A下部に設けた油圧シリンダによって左右へ突出する
止めピンで、中間昇降台Bのピン孔30aに嵌入して、
上部昇降台Aと中間昇降台Bを連結する。止めピン30
を中間昇降台Bに設け、ピン孔30aを上部昇降台Aに
設けてもよい。
Reference numeral F denotes a chuck device for fixing the center shaft auger 8 and the casing auger E, and as shown in FIG. 3, the support 1 provided on the main body 12 of the casing auger drive device D.
2a, a plurality of taper blocks 18 fitted to the apparatus main body 17 on the shaft cylinder portion 4 are moved upward by a shifter 16 operated by a hydraulic cylinder 15 which is erected with the rod down, and the taper block 18 for auger shaft 9
It is a device that press-fixes around the periphery of, that is, turns on the chuck. Reference numeral 9a denotes a non-slip ridge on the auger shaft 9 side with respect to the chuck device F. Reference numeral 29 denotes a swinging device for the casing auger E, which is attached to the parallel guide rod 2. Reference numeral 30 is a retaining pin that projects to the left and right by a hydraulic cylinder provided at the lower part of the upper lift A, and is fitted into the pin hole 30a of the intermediate lift B,
The upper lift A and the intermediate lift B are connected. Stop pin 30
May be provided on the intermediate elevator B and the pin hole 30a may be provided on the upper elevator A.

【0016】[0016]

【発明の効果】本発明は、中軸オーガ8の掘削刃10
と、ケーシングオーガEを互いに逆回転しつつ、各自の
自重によってケーシングビット14が障害層をくり抜
き、中軸オーガ8の掘削刃10が内側部を砕片状にする
自重掘削はもとより、請求項1、特に請求項2の発明に
示すようなロック手段Gを用い、即ち中間昇降台Bと下
部昇降台Cにそれぞれ設けたロックピンPかP1のどち
らかを平行案内棒2のピン孔13に、選一的に嵌入する
ことにより、中間昇降台Bと下部昇降台Cを強制伸縮手
段Sによって、しゃくとり虫状に下降させて、下部昇降
台Cに連結したケーシングオーガEで強力な掘削がで
き、また請求項3の発明に示すチャック装置Fを用いれ
ば、中軸オーガ8と、ケーシングオーガEの出力トルク
を合成して、一層強力に中軸オーガ8のみ、あるいはケ
ーシングオーガEのみによる自重掘削を行なうことがで
き、さらに前記ロック手段Gによる強制掘削を併用する
と、最大限に強力に障害層を掘削できるのであり、本発
明ケーシングオーガ装置は装置全体の大きさの割りに、
掘削力が強大である点に特徴を有する。
INDUSTRIAL APPLICABILITY The present invention relates to a drilling blade 10 for a central shaft auger 8.
And, while rotating the casing auger E in opposite directions, the casing bit 14 cuts out the obstacle layer by its own weight, and the excavating blade 10 of the center shaft auger 8 makes the inside portion into a fragmentary shape, and also the self-weight excavation. Using the lock means G as shown in the invention of claim 2, that is, either the lock pin P or P1 provided on the intermediate lift B and the lower lift C is selected for the pin hole 13 of the parallel guide rod 2. The intermediate elevating table B and the lower elevating table C are lowered by the forced expansion / contraction means S in a scooping insect shape, and powerful excavation can be performed by the casing auger E connected to the lower elevating table C. If the chuck device F according to the invention of claim 3 is used, the output torques of the center shaft auger 8 and the casing auger E are combined to more strongly strengthen only the center shaft auger 8 or only the casing auger E. The weight excavation by can be performed, further in combination with forced excavation by the lock means G, and as it can excavate strongly impaired layer to maximize the split of the present invention the casing auger device the size of the entire device,
The feature is that the excavation force is strong.

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

【図1】一実施例の側面図である。FIG. 1 is a side view of an embodiment.

【図2】同実施例の要部の正面図である。FIG. 2 is a front view of a main part of the embodiment.

【図3】同要部の一部切欠拡大正面図である。FIG. 3 is a partially cutaway enlarged front view of the main part.

【図4】別要部の一部切欠簡略正面図である。FIG. 4 is a partially cutaway simplified front view of another main part.

【図5】一作用を示す説明図である。FIG. 5 is an explanatory diagram showing one action.

【符号の説明】[Explanation of symbols]

A 上部昇降台 B 中間昇降台 C 下部昇降台 D ケーシングオーガ駆動装置 E ケーシングオーガ F チャック装置 G ロック手段 H 軸受筒部 P ロックピン P1 ロックピン S 強制伸縮手段 1 リーダマスト 2 平行案内棒 4 軸筒部 5 トップシーブ 6 主索条 7 中軸オーガ駆動装置 8 中軸オーガ 9 オーガ軸 10 掘削刃 11 油圧シリンダ 13 ピン孔 14 ケーシングビット A upper lift B Intermediate lift C lower lift D casing auger drive E casing auger F chuck device G lock means H bearing tube P lock pin P1 lock pin S Forced expansion / contraction means 1 leader mast 2 Parallel guide bar 4-axis cylinder 5 top sheaves 6 main ropes 7 Center shaft auger drive 8 center axis auger 9 auger axis 10 drilling blade 11 hydraulic cylinder 13 pin hole 14 casing bits

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 リーダマスト(1)に固設した平行案内
棒(2)に、独立に上部昇降台(A)と中間昇降台
(B)、および下部昇降台(C)をスライド自在に設
け、中間昇降台(B)と下部昇降台(C)を互いに強制
伸縮手段(S)で連結し、且つ下部昇降台(C)に搭載
したケーシングオーガ駆動装置(D)の本体に設けた軸
受筒部(H)に、ケーシングオーガ(E)の上端の軸筒
部(4)を軸支すると共に、同軸筒部(4)とケーシン
グオーガ駆動装置(D)のモータ部(21)を伝動連結
し、上部昇降台(A)をトップシーブ(5)から繰出さ
れる主索条(6)によって吊下げ支持し、上部昇降台
(A)に搭載した中軸オーガ駆動装置(7)に中軸オー
ガ(8)を連結し、同中軸オーガのオーガ軸(9)を前
記ケーシングオーガ(E)の軸筒部(4)に挿通して掘
削刃(10)をケーシングオーガ(E)内に位置させ、
前記中間昇降台(B)と下部昇降台(C)のどちらかを
選一的に平行案内棒(2)に対して移動不能、もしくは
両方を平行案内棒(2)に対してスライド自在にできる
ロック手段(G)を設けて成るケーシングオーガ装置
1. A parallel guide rod (2) fixed to a leader mast (1) is provided with an upper lift (A), an intermediate lift (B), and a lower lift (C) independently slidably. , A bearing tube which connects the intermediate lifting platform (B) and the lower lifting platform (C) to each other by means of forcible expansion and contraction means (S), and is provided in the main body of the casing auger drive device (D) mounted on the lower lifting platform (C). The shaft cylinder part (4) at the upper end of the casing auger (E) is pivotally supported on the part (H), and the coaxial cylinder part (4) and the motor part (21) of the casing auger drive device (D) are transmission-coupled. , The upper lift table (A) is suspended and supported by the main rope (6) fed from the top sheave (5), and the center shaft auger (8) is mounted on the center shaft auger drive device (7) mounted on the upper lift table (A). ) Is connected, and the auger shaft (9) of the central shaft auger is connected to the casing auger (E). Insert the drilling blade (10) into the casing auger (E) by inserting it into the shaft tubular portion (4),
Either the intermediate lift (B) or the lower lift (C) can be selectively immovable with respect to the parallel guide bar (2), or both can be slidable with respect to the parallel guide bar (2). Casing auger device provided with locking means (G)
【請求項2】 中間昇降台(B)と下部昇降台(C)を
互いに連結する油圧シリンダ(11)から成る強制伸縮
手段(S)と、油圧シリンダ(11)が最小に縮小した
位置と最大に伸長した位置で動作するロックピン(P)
とロックピン(P1)を、それぞれ中間昇降台(B)と
下部昇降台(C)に設け、平行案内棒(2)側に同ロッ
クピンが嵌入するピン孔(13,13‥‥)群を設けて
成るロック手段(G)を有する請求項1記載のケーシン
グオーガ装置
2. Forced expansion / contraction means (S) comprising a hydraulic cylinder (11) connecting the intermediate lift (B) and the lower lift (C) to each other, and a position where the hydraulic cylinder (11) is contracted to a minimum and a maximum. Lock pin (P) that operates in the extended position
And the lock pin (P1) are provided on the intermediate elevator (B) and the lower elevator (C), respectively, and a group of pin holes (13, 13 ...) Into which the lock pin is fitted on the parallel guide rod (2) side. 2. Casing auger device according to claim 1, further comprising locking means (G) provided.
【請求項3】 正逆転可能な中軸オーガ駆動装置(7)
に中軸オーガ(8)を連結し、ケーシングオーガ(E)
の上端の軸筒部(4)に、前記中軸オーガ(8)のオー
ガ軸(9)をチャッキングするチャック装置(F)を設
けた請求項1記載のケーシングオーガ装置
3. A center shaft auger drive device (7) capable of forward and reverse rotation.
Connect the center shaft auger (8) to the casing auger (E)
The casing auger device according to claim 1, wherein a chuck device (F) for chucking the auger shaft (9) of the middle shaft auger (8) is provided on the shaft cylinder part (4) at the upper end of the casing.
JP07949394A 1994-03-26 1994-03-26 Casing auger device Expired - Fee Related JP3479700B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP07949394A JP3479700B2 (en) 1994-03-26 1994-03-26 Casing auger device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP07949394A JP3479700B2 (en) 1994-03-26 1994-03-26 Casing auger device

Publications (2)

Publication Number Publication Date
JPH07259464A JPH07259464A (en) 1995-10-09
JP3479700B2 true JP3479700B2 (en) 2003-12-15

Family

ID=13691439

Family Applications (1)

Application Number Title Priority Date Filing Date
JP07949394A Expired - Fee Related JP3479700B2 (en) 1994-03-26 1994-03-26 Casing auger device

Country Status (1)

Country Link
JP (1) JP3479700B2 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100486873B1 (en) * 2002-05-07 2005-05-03 주식회사 대연건설 Auger equipment with excavation load increase apparatus
JP4000053B2 (en) * 2002-12-24 2007-10-31 日立建機株式会社 Dismantling machine
JP4863343B2 (en) * 2004-07-22 2012-01-25 株式会社技研製作所 Drilling device and press-fitting machine
CN102678042B (en) * 2011-11-30 2014-11-12 徐州徐工基础工程机械有限公司 Driving and connecting device for rotary drilling rig power head pile casing
KR101439785B1 (en) * 2013-08-09 2014-09-12 이종희 Casing structure of drilling equipment
JP7025758B2 (en) * 2018-06-21 2022-02-25 株式会社ワイビーエム Steel pipe pile rotary press-fitting device

Also Published As

Publication number Publication date
JPH07259464A (en) 1995-10-09

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