JP4638358B2 - Drilling rig - Google Patents
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- JP4638358B2 JP4638358B2 JP2006012812A JP2006012812A JP4638358B2 JP 4638358 B2 JP4638358 B2 JP 4638358B2 JP 2006012812 A JP2006012812 A JP 2006012812A JP 2006012812 A JP2006012812 A JP 2006012812A JP 4638358 B2 JP4638358 B2 JP 4638358B2
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- 238000005553 drilling Methods 0.000 title claims description 16
- 238000009412 basement excavation Methods 0.000 claims description 91
- 230000002093 peripheral effect Effects 0.000 claims description 3
- 230000010355 oscillation Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 238000003825 pressing Methods 0.000 description 2
- 238000004891 communication Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
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Description
本発明は、前面の掘削面を広範囲に掘削可能で、狭隘な場所や複雑な掘削形状でも確実に掘削できる掘削装置に関するものである。 The present invention relates to an excavation apparatus that can excavate a front excavation surface in a wide range and can reliably excavate even in a narrow place or a complicated excavation shape.
都市の地下空間には連絡通路や構造物、鉄道などが混在し、狭隘で複雑な掘削形状の空間において確実で効果的、効率的に掘削できる掘削装置が求められている。 There is a need for a drilling device that can excavate reliably, effectively and efficiently in a narrow and complex space with a complex excavation shape, where underground passages in the city are mixed with communication passages, structures and railways.
従来はブーム式掘削機が一般的であり、トンネル等では交通を確保する必要があるため、残る狭い空間での掘削となる。しかし、機械の動くスペースが必要でありブームの動く範囲も限られたものである。
しかし、従来の掘削装置には、以下のような問題があった。
(1)掘削カッタの切羽と既設の支保工との間の狭所な隅部や、トンネルの根足部の隅部の掘削が困難である。
However, the conventional excavator has the following problems.
(1) It is difficult to excavate the narrow corner between the face of the excavation cutter and the existing support work or the corner of the base of the tunnel.
(2)掘削カッタの掘削範囲は、カッタの切削深さに限られ、これを超えた掘削ができない。 (2) The excavation range of the excavation cutter is limited to the cutting depth of the cutter, and excavation beyond this cannot be performed.
(3)油圧式のカッタの場合は地山に硬質部分が存在すると油圧制御がなされ、掘削能力の信頼性が劣る傾向がある。 (3) In the case of a hydraulic cutter, if there is a hard part in the natural ground, the hydraulic control is performed and the reliability of the excavation capacity tends to be inferior.
従って、本発明の目的は、掘削面を広範囲に掘削可能で、狭隘な場所や複雑な掘削形状でも確実に掘削できる掘削装置を提供することにある。 Accordingly, an object of the present invention is to provide an excavation apparatus that can excavate a drilling surface in a wide range and can reliably excavate even in a narrow place or a complicated excavation shape.
上記のような課題を解決するために、本願の第一発明は、掘削面に対して平行な掘削軸を有し、前記掘削軸の周面に掘削刃を備える掘削手段と、前記掘削軸と平行する揺動軸を有し、前記揺動軸を支点として揺動する揺動フレームによって、前記掘削手段を回動可能に構成した揺動手段と、前記掘削軸に直交する反転軸を有し、前記反転軸を支点として前記掘削手段を回動可能に構成した反転手段と、を具備し、掘削手段は、揺動手段の揺動フレームの片側に配置してあり、かつ揺動フレームは反転軸とは偏心した位置にあり、掘削に際しては、まず掘削面の一部を掘削し、その後に掘削装置を後方に移動させ、掘削手段は、揺動フレームの反転により、掘削手段が反転して残りの掘削面を掘削できる位置に配置してあることを特徴とする掘削装置を提供するものである。
In order to solve the above-described problems, a first invention of the present application includes a drilling means having a drilling shaft parallel to a drilling surface, and having a drilling blade on a peripheral surface of the drilling shaft, The swinging means has a swinging shaft that is parallel and has a swinging frame that swings around the swinging shaft as a fulcrum. Reversing means configured to be capable of rotating the excavating means with the reversing shaft as a fulcrum, the excavating means being disposed on one side of the swinging frame of the swinging means, and the swinging frame being reversed The shaft is in an eccentric position.When excavating, a part of the excavation surface is excavated first, and then the excavator is moved backward, and the excavating means is inverted by the reversal of the swing frame. drilling wherein the is arranged at a position capable of excavating the remaining excavation face There is provided an apparatus.
また、本願の第2発明は、前記掘削手段、揺動手段及び反転手段を掘削面に沿って相対移動可能な移動手段を更に具備することを特徴とする、本願の第1発明に記載の掘削装置を提供するものである。 Further, the second invention of the present application further comprises a moving means capable of relatively moving the excavating means, the swinging means and the reversing means along the excavation surface, according to the first invention of the present application. A device is provided.
また、本願の第3発明は、前記掘削手段は電動直結式あるいは油圧式のモータによって動作することを特徴とする、本願の第1発明又は第2発明に記載の掘削装置を提供するものである。 According to a third aspect of the present invention, there is provided the excavating apparatus according to the first or second aspect of the present invention, wherein the excavating means is operated by an electric direct connection type or a hydraulic motor. .
本発明は、上記した課題を解決するための手段により、次のような効果を得ることができる。
(1)小型の掘削カッタを使用しても広い掘削面積を確保できる。
掘削手段が反転軸を支点として掘削面の上下方向に反転できるため、大型のカッタを使用することなく掘削面積を広く確保することができ、作業の効率性が高い。
The present invention can obtain the following effects by means for solving the above-described problems.
(1) A large excavation area can be secured even if a small excavation cutter is used.
Since the excavation means can be reversed in the vertical direction of the excavation surface with the reversal shaft as a fulcrum, a large excavation area can be secured without using a large cutter, and work efficiency is high.
(2)狭隘な場所や複雑な掘削形状においても掘削性が高い。
掘削手段を掘削軸と並行に構成した揺動軸を支点として回動させることにより掘削装置本体の移動によっては到達しえないトンネルの左右の根足部などの、狭隘な場所が掘削できる。
また、掘削面に対して掘削手段が上下方向及び前後方向に移動できるため、地山と既設支保工との間などの複雑な掘削形状も掘削でき、作業の効率性が高い。
(2) The excavability is high even in narrow places and complex excavation shapes.
By rotating the excavating means with a rocking shaft configured in parallel with the excavating shaft as a fulcrum, it is possible to excavate a narrow place such as the left and right roots of the tunnel that cannot be reached by the movement of the excavator body.
Further, since the excavation means can move in the vertical direction and the front-rear direction with respect to the excavation surface, a complicated excavation shape such as between a natural ground and an existing support can be excavated, and the work efficiency is high.
(3)掘削精度の向上
電動直結モータ式の掘削カッタを用いる場合には、油圧式の掘削カッタと比較して掘削精度が高くなるため、掘削作業の信頼性の向上と施工期間の短縮に寄与する。
(3) Improving excavation accuracy When using an electric directly connected motor type excavation cutter, the excavation accuracy is higher than that of a hydraulic excavation cutter, which contributes to improving the reliability of excavation work and shortening the construction period. To do.
以下、図面を参照しながら本発明の実施の形態について説明する。 Hereinafter, embodiments of the present invention will be described with reference to the drawings.
<1>全体構成
図1に本発明の掘削装置の斜視図を示す。
本発明に係る掘削装置の構成は、掘削面に対して平行な掘削軸111を有し、前記掘削軸111の周面に掘削刃を備える掘削手段1と、前記掘削軸111と平行する揺動軸221を有し、前記揺動軸221を支点として前記掘削手段1を回動可能に構成した揺動手段2と、前記掘削軸に直交する反転軸321を有し、前記反転軸321を支点として前記掘削手段1を回動可能に構成した反転手段3を少なくとも具備して構成される。
以下に各手段について詳述する。
<1> Overall Configuration FIG. 1 is a perspective view of the excavator of the present invention.
The construction of the excavating apparatus according to the present invention includes an
Each means will be described in detail below.
<2>掘削手段1
掘削手段1は、円筒形状の掘削カッタ11などが考えられる。掘削カッタ11は、掘削面に対して並行な掘削軸111を有し、前記掘削軸111を中心として当該掘削カッタ11を回転させながら掘削面に押し付けることによって掘削を行う。
なお、掘削カッタ11の形状は円筒形状に限られず、錘形状や、台形状、球形などの従来知られる形状を用いることができる。また、掘削カッタ11の回転方向は、時計回り、反時計回り共に特に限定するものではない
<2> Excavation means 1
The excavation means 1 may be a cylindrical excavation cutter 11 or the like. The excavation cutter 11 has an
The shape of the excavation cutter 11 is not limited to a cylindrical shape, and a conventionally known shape such as a weight shape, a trapezoidal shape, or a spherical shape can be used. Further, the rotation direction of the excavation cutter 11 is not particularly limited in both clockwise and counterclockwise directions.
<3>揺動手段2
図1、図2に示すように、揺動手段2は、揺動フレーム21と、モータ22とからなり、揺動フレーム21は、前記モータ22の回転軸である揺動軸221を支点として枢支され、掘削手段1と共に左右に回動(揺動)可能に構成される。
揺動手段2によれば、掘削手段1を左右に揺動させることによって、掘削装置本体を移動させて掘削することが不可能な狭所を掘削することができ、効率的に掘削作業をすすめることができる。
<3> Oscillating means 2
As shown in FIGS. 1 and 2, the swinging
According to the swinging
<4>反転手段3
図1に示すように、反転手段3は、反転フレーム31と、モータ32とからなる。モータ32は前記掘削軸31に直交する反転軸321を有し、前記反転軸321を支点として前記掘削手段1を回動可能に構成してある。
掘削手段1を反転させることにより、小型の掘削カッタ11を用いても切羽を延長させることなく、広い掘削面積を確保できる。また、小型の掘削カッタを用いることは、狭隘な場所や複雑な掘削形状の掘削箇所においても便宜性が高い。
なお、掘削手段1の反転方向は、時計回り、反時計回り共に特に限定するものではない。
<4> Inversion means 3
As shown in FIG. 1, the
By reversing the excavating means 1, a large excavation area can be secured without extending the face even if a small excavation cutter 11 is used. In addition, the use of a small excavation cutter is highly convenient even in a narrow place or an excavation place having a complicated excavation shape.
The reversing direction of the excavating means 1 is not particularly limited in both clockwise and counterclockwise directions.
<5>その他の手段
本発明の掘削装置には、前記掘削手段1、揺動手段2及び反転手段3を掘削面に沿って移動可能な移動手段を設けておく。移動手段は、掘削面の形状に合わせて、例えばレール走行方式などに代表される周知の移動・案内機構を採用することができる。
また、本発明の掘削装置には、ズリを取り込むシューターや、ズリを搬送するベルトコンベアなどの周知のズリ処理機構を設けておき、掘削作業によって発生したズリの処理作業を並行して行うことが望ましい。
<5> Other Means The excavator of the present invention is provided with moving means that can move the excavating means 1, the swinging
In addition, the excavation apparatus of the present invention is provided with a known misalignment processing mechanism such as a shooter that captures misalignment and a belt conveyor that conveys misalignment, so that the misalignment generated by the excavation operation can be performed in parallel. desirable.
[本発明の掘削装置の動作]
上記のように構成した本発明の掘削装置を用いた掘削作業について説明する。
<1>第1掘削(図3)
まず、掘削面Bと掘削装置が離れている状態から掘削カッタ11を回転させておき(図3(a))、掘削装置を前に移動させ、掘削カッタ11を掘削面Bに押し当てて掘削作業を行う(図3(b))。
<2>第2掘削(図4)
掘削面Bを所定の深さまで掘削した後、一度掘削装置を後方に移動させ(図4(a))、反転手段3による掘削手段1の反転作業を行う(図4(b))。
その後掘削装置を再び前方に移動させ、残りの掘削面Bを掘削する(図4(c))。
<3>狭所掘削(図5)
掘削面Bの隅部などの狭所な掘削箇所においては、揺動手段2による掘削手段1の首振りを利用して掘削作業を行う。
掘削手段1の揺動と、移動手段による掘削装置本体の上下方向或いは左右方向或いは前後方向に移動可能な移動を組み合わせることによって、狭隘で複雑な掘削形状であっても掘削作業を容易に行うことができる。
[Operation of the Excavator of the Present Invention]
Excavation work using the excavator of the present invention configured as described above will be described.
<1> First excavation (Fig. 3)
First, the excavation cutter 11 is rotated from a state where the excavation surface B and the excavation device are separated (FIG. 3A), the excavation device is moved forward, and the excavation cutter 11 is pressed against the excavation surface B for excavation. Work is performed (FIG. 3B).
<2> Second excavation (Fig. 4)
After excavating the excavation surface B to a predetermined depth, the excavator is once moved backward (FIG. 4A), and the reversing means 3 performs the reversing operation of the excavating means 1 (FIG. 4B).
Thereafter, the excavator is again moved forward to excavate the remaining excavation surface B (FIG. 4C).
<3> Narrow drilling (Figure 5)
In a narrow excavation place such as a corner of the excavation surface B, excavation work is performed using the swing of the excavation means 1 by the rocking means 2.
By combining the swinging of the excavating means 1 and the movement of the excavator main body that can be moved in the vertical direction, the horizontal direction, or the front-rear direction by the moving means, excavation work can be easily performed even in a narrow and complex excavation shape. Can do.
1 掘削手段
11 掘削カッタ
111 掘削軸
2 揺動手段
21 揺動フレーム
22 モータ
221 揺動軸
3 反転手段
31 反転フレーム
32 モータ
321 反転軸
A 地山
B 掘削面
DESCRIPTION OF
Claims (3)
前記掘削軸と平行する揺動軸を有し、前記揺動軸を支点として揺動する揺動フレームによって、前記掘削手段を回動可能に構成した揺動手段と、
前記掘削軸に直交する反転軸を有し、前記反転軸を支点として前記掘削手段を回動可能に構成した反転手段と、を具備し、
掘削手段は、揺動手段の揺動フレームの片側に配置してあり、かつ揺動フレームは反転軸とは偏心した位置にあり、
掘削に際しては、まず掘削面の一部を掘削し、その後に掘削装置を後方に移動させ、
掘削手段は、揺動フレームの反転により、掘削手段が反転して残りの掘削面を掘削できる位置に配置してあることを特徴とする、
掘削装置。 A drilling means having a drilling axis parallel to the drilling surface, and having a drilling blade on the peripheral surface of the drilling shaft;
A swinging means having a swinging shaft parallel to the excavation shaft and configured to turn the excavating means by a swinging frame swinging around the swinging shaft;
A reversing means having a reversing axis perpendicular to the excavation axis, and configured to turn the excavating means about the reversing axis as a fulcrum,
The excavating means is disposed on one side of the swinging frame of the swinging means, and the swinging frame is in an eccentric position with respect to the reverse shaft,
When excavating, first excavate part of the excavation surface, then move the excavator backwards,
The excavation means is arranged at a position where the excavation means can be inverted by reversing the swing frame to excavate the remaining excavation surface .
Drilling rig.
請求項1に記載の掘削装置。 The digging means, the swinging means and the reversing means are further provided with moving means capable of moving along the digging surface,
The excavator according to claim 1.
請求項1又は2に記載の掘削装置。 The excavation means is operated by an electric direct connection type or a hydraulic motor,
The excavation device according to claim 1 or 2.
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JP2006012812A JP4638358B2 (en) | 2006-01-20 | 2006-01-20 | Drilling rig |
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JP2006012812A JP4638358B2 (en) | 2006-01-20 | 2006-01-20 | Drilling rig |
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JP4638358B2 true JP4638358B2 (en) | 2011-02-23 |
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Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS59107688U (en) * | 1983-01-06 | 1984-07-20 | 株式会社三井三池製作所 | drilling machine |
JPH0332694U (en) * | 1989-08-02 | 1991-03-29 | ||
JP2000192785A (en) * | 1998-12-24 | 2000-07-11 | Ohbayashi Corp | Road header |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
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JPH0765476B2 (en) * | 1987-07-13 | 1995-07-19 | 東急建設株式会社 | Tunnel cutting equipment |
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Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS59107688U (en) * | 1983-01-06 | 1984-07-20 | 株式会社三井三池製作所 | drilling machine |
JPH0332694U (en) * | 1989-08-02 | 1991-03-29 | ||
JP2000192785A (en) * | 1998-12-24 | 2000-07-11 | Ohbayashi Corp | Road header |
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