JP3448018B2 - Underground excavator - Google Patents

Underground excavator

Info

Publication number
JP3448018B2
JP3448018B2 JP2000275862A JP2000275862A JP3448018B2 JP 3448018 B2 JP3448018 B2 JP 3448018B2 JP 2000275862 A JP2000275862 A JP 2000275862A JP 2000275862 A JP2000275862 A JP 2000275862A JP 3448018 B2 JP3448018 B2 JP 3448018B2
Authority
JP
Japan
Prior art keywords
casing
expansion
contraction
excavator
propulsion
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
JP2000275862A
Other languages
Japanese (ja)
Other versions
JP2002089178A (en
Inventor
幸二 川原
武 橋本
Original Assignee
進和技術開発株式会社
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 進和技術開発株式会社 filed Critical 進和技術開発株式会社
Priority to JP2000275862A priority Critical patent/JP3448018B2/en
Publication of JP2002089178A publication Critical patent/JP2002089178A/en
Application granted granted Critical
Publication of JP3448018B2 publication Critical patent/JP3448018B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、地中に水平又は傾
斜方向に長く削孔する掘削装置であって、先端に地山を
掘削する回転掘削盤を取付けた筒状ケーシング内にその
駆動部と排泥路を有する掘削機本体と、後方に地中トン
ネルを形成する複数の推進管とからなり、推進管の最尾
端を押圧して全体を推進させ、先端の回転掘削盤を回動
させて地山を掘削してその掘削岩片・礫片・泥水とを掘
削機本体・推進管内部を介して排出する地中掘削推進機
における、掘削機本体の回転を止め、回転掘削盤の回動
を確実にする技術に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an excavating device for making a hole in the ground horizontally or in a slanting direction for a long time, and its driving unit is provided in a cylindrical casing having a rotary excavating machine for excavating the natural ground at the tip thereof. It consists of an excavator body with a drainage path and a plurality of propulsion pipes that form an underground tunnel in the rear.The tail end of the propulsion pipe is pressed to propel the whole body and the rotary excavator at the tip is rotated. Then, excavate the ground and discharge the excavated rock fragments, gravel fragments, and muddy water through the excavator body and the inside of the propulsion pipe. Technology to ensure motion.

【0002】[0002]

【従来の技術】従来の地中掘削推進機は、先端の地中を
掘削する回転掘削盤を回動させると掘削機本体も回転し
ようとする。従来は推進機の掘削機本体の筒状ケーシン
グ外周,後方の推進管外周と掘削した削孔との間の摩擦
力で推進機の回動を止めていたが、回転掘削盤のビット
をローラービット,コーンクラッシャーにして破砕効率
を向上させようとすると推進機の回動トルクが大きくな
り、これを止めることが摩擦のみでは不充分となり、掘
削機本体が回転してしまい、その結果回転掘削盤の掘削
力が低下するという問題点があった。
2. Description of the Related Art In a conventional underground excavation propulsion machine, when a rotary excavator for excavating the tip of the earth is rotated, the excavator body also tries to rotate. Conventionally, the rotation of the propulsion machine was stopped by the frictional force between the outer circumference of the tubular casing of the excavator body of the propulsion machine, the outer circumference of the rear propulsion pipe, and the drilled hole. , When trying to improve the crushing efficiency with a cone crusher, the turning torque of the propulsion machine becomes large, and stopping it is not enough with friction alone, the excavator body rotates, and as a result, the rotating excavator There was a problem that the excavation power was reduced.

【0003】[0003]

【発明が解決しようとする課題】本発明が解決しようと
する課題は、従来のこれらの問題点を解消し、推進機本
体の回転を充分に制止でき、よって回転掘削盤の掘削力
を効率的に発揮できるようにした地中掘削推進機を提供
することにある。
The problem to be solved by the present invention is to solve these problems of the prior art and to sufficiently prevent the rotation of the main body of the propulsion machine, and thus to efficiently excavate the rotary excavator. It is to provide an underground excavation propulsion machine that can be demonstrated to the full.

【0004】[0004]

【課題を解決するための手段】かかる課題を解決した本
発明の構成は、 1) 筒状ケーシングの先端に地山を掘削する回転掘削
盤を設け、同回転掘削盤を回動する駆動部とケーシング
先端の地山の掘削岩石片と泥土とを外部へ排出する排泥
路とを前記ケーシング内に設けた掘削機本体とその後方
の推進管とからなる地中掘削推進機に於いて、前記ケー
シングの外周に環状の膨縮体を取付け、同膨縮体を膨縮
させる膨縮手段を設け、膨縮体がケーシングの凹部にそ
の前縁と後縁で接着して張り付けた凹部の深さと略同じ
厚みの面状ゴム板のゴムリングであり、膨縮手段は前記
ゴムリングとケーシング凹部との間に圧縮空気を送って
膨張させるようにする圧縮空気の圧送排出装置であり、
膨縮体をケーシング外表面から外方へ突出するように膨
張させて削孔の孔壁と当接させてケーシングの回転を止
めることを特徴とする地中掘削推進機 2) ケーシングの外周の複数個所に、ロッドを半径方
向に出没自在に装置した前記1)記載の地中掘削推進機 3) ケーシングは前ケーシングと中間ケーシングと後
ケーシングとの3体に分割され、互いに防水できるよう
に所定の範囲摺動自在に連結し、前ケーシングと中間ケ
ーシングとの間及び中間ケーシングと後ケーシングとの
間に複数の修正ジャッキを架設し、中間ケーシングの外
周に膨縮体とロッドを配置した前記1)又は2)何れか
記載の地中掘削推進機にある。
Means for Solving the Problems The constitution of the present invention which has solved the above problems is as follows: 1) A rotary excavator for excavating the ground is provided at the tip of a cylindrical casing, and a drive unit for rotating the rotary excavator. In an underground excavation propulsion device comprising an excavation machine main body having a mud discharge path for discharging excavated rock fragments and mud at the tip of the casing to the outside, and a propulsion pipe behind the excavation machine main body, mounting an annular expansion and contraction body on the outer periphery of the casing, the deflating portion for inflating and deflating the inflation and deflation member provided, the depth of the recess deflating member is affixed by bonding at leading and trailing edges thereof in the recess of the casing Almost the same
A rubber ring of a planar rubber plate having a thickness, wherein the expansion / contraction means is a compressed air discharge device for supplying compressed air between the rubber ring and the casing recess for expansion.
Underground excavation propelling machine characterized in that the expansion / contraction body is expanded so as to project outward from the casing outer surface and brought into contact with the hole wall of the drilling hole to stop the rotation of the casing 2) A plurality of casing outer peripheries The underground excavation propulsion machine according to the above 1), in which a rod is retractably installed in a radial direction 3) The casing is divided into three bodies, a front casing, an intermediate casing, and a rear casing, which are designed to be mutually waterproof. The above-mentioned 1) in which a plurality of correction jacks are erected between the front casing and the intermediate casing and between the front casing and the rear casing and between the front casing and the rear casing, and the expansion and contraction body and the rod are arranged on the outer periphery of the front casing. Or 2) The underground excavation propulsion device according to any one of the above.

【0005】[0005]

【発明の実施の形態】発明のロッドを出没自在にする
手段は、油圧シリンダー(ジャッキ)・空気シリンダー
等のシリンダーを使用する方法が一般的である。
BEST MODE FOR CARRYING OUT THE INVENTION As a means for making a rod freely retractable according to the present invention, a method using a cylinder such as a hydraulic cylinder (jack) or an air cylinder is generally used.

【0006】[0006]

【実施例】以下、本発明の実施例を図面に基づいて説明
する。実施例の膨縮体は面状ゴム板をケーシング外周の
凹部に環状に張り渡し、同ゴム板の内側から圧縮空気を
送ってケーシング表面から100〜150mm程突出す
るように膨張させる。又ロッドは油圧シリンダー(油圧
ジャッキ)のシリンダーロッドをそのまま使用して3個
所設けている。ケーシングは前ケーシングと中間ケーシ
ングと後ケーシングの3体に分れ、ゴム板,ロッドはい
ずれも中間ケーシングの外周に設けられ、4本の修正ジ
ャッキで進退自在に連結され、方向修正と回転掘削盤の
地山への押付けを可能としている例である。
Embodiments of the present invention will be described below with reference to the drawings. In the expansion and contraction body of the embodiment, a planar rubber plate is annularly stretched over a concave portion on the outer periphery of the casing, compressed air is sent from the inside of the rubber plate to expand it so as to protrude from the casing surface by about 100 to 150 mm. Also, the rods are provided in three places by using the cylinder rods of the hydraulic cylinder (hydraulic jack) as they are. The casing is divided into a front casing, an intermediate casing, and a rear casing. The rubber plate and the rod are both provided on the outer periphery of the intermediate casing, and are connected by four correction jacks so that they can move back and forth. This is an example of enabling pressing against the ground.

【0007】図1は、実施例の要部の縦断面図である。
図2は、図1のA−A断面図である。図3は、図1のB
−B断面図である。図中、Sは実施例の地中掘削推進機
S1は掘削機本体,S2は同掘削機本体の後方に複数個
連結させた推進管、Gは地盤、Hは地中掘削推進機Sで
掘削された削孔、1は回転掘削盤、1aは同回転掘削盤
の回転軸、1bはビット、1cはローラービット、2は
回転掘削盤を回動させる駆動部、3は排泥路となる排泥
管、4は掘削機本体S1のケーシング、4aは同ケーシ
ング3の分割された前方側の前ケーシング、4bは中間
の中間ケーシング、4cは後方側の後ケーシング、5
a,5bは前ケーシング4aと中間ケーシング4bとの
間、中間ケーシング4bと後ケーシング4cとの間を摺
動自在に且つ防水するように接合する接合部、6は前ケ
ーシング4aと中間ケーシング4bとの間、中間ケーシ
ング4bと後ケーシング4cとの間を進退自在に連結
し、掘削方向の修正と回転掘削盤1の押付けを行う4基
一組の修正ジャッキ、7は中間ケーシング4b外周に設
けられた面状ゴムリングを用いた環状膨縮体、7aは同
膨縮体をケーシング4に収める凹部、7bは膨縮体7の
前縁・後縁の凹部との接着部、7cは圧縮空気注入管、
8は圧縮空気を圧送・排出する膨縮手段、8aは高圧空
気ボンベ、8bは同高圧空気ボンベの高圧空気の開閉電
動バルブ、8cは圧縮空気注入管7cの空気を大気に開
放する空気抜き電動開放バルブ、9は従ケーシング4b
外周の回転止めのロッド、9aは同ロッドを進退させる
油圧シリンダー(油圧ジャッキ)である。
FIG. 1 is a vertical sectional view of the essential part of the embodiment.
FIG. 2 is a sectional view taken along line AA of FIG. FIG. 3 shows B of FIG.
It is a -B sectional view. In the figure, S is an underground excavation propulsion machine of the embodiment, S1 is an excavation machine main body, S2 is a plurality of propulsion pipes connected to the rear of the excavation machine main body, G is the ground, and H is an underground excavation propulsion machine S. Drilled holes, 1 is a rotary excavator, 1a is a rotary shaft of the rotary excavator, 1b is a bit, 1c is a roller bit, 2 is a drive unit for rotating the rotary excavator, and 3 is an exhaust mud passage. The mud pipe, 4 is a casing of the excavator main body S1, 4a is a front front casing divided from the casing 3, 4b is an intermediate middle casing, 4c is a rear rear casing, 5c
Reference numerals a and 5b are joint portions for joining the front casing 4a and the intermediate casing 4b, and the middle casing 4b and the rear casing 4c so as to be slidable and waterproof, and 6 is the front casing 4a and the intermediate casing 4b. During this period, the intermediate casing 4b and the rear casing 4c are connected so as to be able to move back and forth, and a set of four correction jacks for correcting the excavation direction and pressing the rotary excavator 1, and 7 are provided on the outer periphery of the intermediate casing 4b. An annular expansion / contraction body using a flat rubber ring, 7a is a recess for accommodating the expansion / contraction body in the casing 4, 7b is a bonding portion of the expansion / contraction body 7 with recesses at the front and rear edges, and 7c is compressed air injection. tube,
Reference numeral 8 is an expansion / contraction means for sending and discharging compressed air, 8a is a high-pressure air cylinder, 8b is a high-pressure air opening / closing electric valve for the high-pressure air cylinder, and 8c is an air-release electric opening for releasing the air in the compressed-air injection pipe 7c to the atmosphere. Valve, 9 is sub-casing 4b
A rotation stopping rod 9a is a hydraulic cylinder (hydraulic jack) for advancing and retracting the rod.

【0008】この実施例では、回転掘削盤1は駆動部2
の作動によって回転し、回転掘削盤1の前面に取付けら
れたビット1b,ローラービット1cによって地山の岩
石、礫・石は破砕されてその破砕・排出された岩石・礫
石片・砂・泥・小石等は排泥管3を介して掘削機本体S
1と推進管S2内部を介して後方へ送られ、地上へ排出
される。
In this embodiment, the rotary excavator 1 has a drive unit 2
Of the rock excavated rocks, gravel, and stones crushed and discharged by the bit 1b and roller bit 1c mounted on the front surface of the rotary excavator 1 Pebbles, etc. are passed through the mud pipe 3 and the excavator body S
It is sent to the rear through 1 and the inside of the propulsion pipe S2 and discharged to the ground.

【0009】本実施例では、開閉電動バルブ8bが開か
れ、又空気抜き電動開放バルブ8cは高圧空気ボンベ8
aと圧縮空気注入管7cとの間が連通するようにされ、
掘削作業をするときは高圧空気ボンベ8aの高圧空気が
圧縮空気注入管7cを介してゴムリングを用いた環状膨
縮体7へ送られ、膨縮体7は内側に送られた圧縮空気の
圧力によって100〜150mm半径方向に突出するよ
うに膨れ、削孔Hの孔壁に圧接され、ケーシング4の回
転をその圧接による高い摩擦抵抗によって止める。併せ
て、油圧シリンダー9aを作動させてロッド9を半径方
向に伸ばして削孔Hの孔壁に刺し込むようにしてケーシ
ング4の回転の抵抗とする。このように、膨縮体7の膨
張とロッド9の伸長によってケーシング4を削孔Hに対
し固定し、ケーシング4の回転を効果的に止める。これ
によって、回転掘削盤1を強く回動させても掘削機本体
S1が回転することがないようにしている。又修正ジャ
ッキ6はその円周方向によって伸長する長さを変えるこ
とで前ケーシング4a,中間ケーシング4bの方向を後
ケーシング4cに対して傾ける方向にできる。これによ
って掘進方向を変えたり、調整できる。又全体的に伸長
させることで回転掘削盤1を地山へ押し付けて掘削を効
果的とする。
In this embodiment, the open / close electric valve 8b is opened, and the air vent electric open valve 8c is the high pressure air cylinder 8
a is communicated with the compressed air injection pipe 7c,
During excavation work, the high-pressure air in the high-pressure air cylinder 8a is sent to the annular expansion / contraction body 7 using a rubber ring via the compressed air injection pipe 7c, and the expansion / contraction body 7 is compressed by the pressure of the compressed air sent inward. Swells so as to protrude in the radial direction by 100 to 150 mm and is pressed against the hole wall of the drilled hole H, and the rotation of the casing 4 is stopped by the high frictional resistance due to the pressure contact. At the same time, the hydraulic cylinder 9a is actuated to extend the rod 9 in the radial direction so that the rod 9 is pierced into the hole wall of the drilled hole H to provide resistance to the rotation of the casing 4. In this way, the casing 4 is fixed to the drilled hole H by the expansion of the expansion / contraction body 7 and the extension of the rod 9, and the rotation of the casing 4 is effectively stopped. This prevents the excavator body S1 from rotating even when the rotary excavator 1 is strongly rotated. Further, the length of the correction jack 6 that extends in the circumferential direction can be changed so that the front casing 4a and the intermediate casing 4b are inclined with respect to the rear casing 4c. This allows you to change or adjust the direction of excavation. Further, by extending the whole, the rotary excavator 1 is pressed against the natural ground to make excavation effective.

【0010】[0010]

【発明の効果】以上の様に、本発明によれば地中掘削推
進機における掘削に伴って生じる掘削機本体の回転を、
ケーシング外周に設けた膨縮体の膨張によって削孔壁と
の抵抗を大きくして防止でき、よって回転掘削盤を強力
に回動できるようになって掘削効率を高めることができ
る。又ロッドをケーシングの外周に出没自在に取付ける
ことで更に掘削機本体の回転を確実に防止できる。
As described above, according to the present invention, the rotation of the excavator main body caused by excavation in the underground excavator is prevented.
The expansion of the expansion / contraction body provided on the outer periphery of the casing can increase and prevent the resistance against the hole-drilling wall, so that the rotary excavator can be strongly rotated and the excavation efficiency can be improved. Further, by mounting the rod on the outer periphery of the casing so as to be retractable, the rotation of the excavator main body can be further reliably prevented.

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

【図1】実施例の要部の縦断面図である。FIG. 1 is a vertical sectional view of a main part of an embodiment.

【図2】図1のA−A断面図である。FIG. 2 is a sectional view taken along line AA of FIG.

【図3】図3は、図1のB−B断面図である。FIG. 3 is a sectional view taken along line BB of FIG.

【符号の説明】[Explanation of symbols]

S 地中掘削推進機 S1 掘削機本体 S2 推進管 G 地盤 H 削孔 1 回転掘削盤 1a 回転軸 1b ビット 1c ローラービット 2 駆動部 3 排泥管 4 ケーシング 4a 前ケーシング 4b 中間ケーシング 4c 後ケーシング 5a 接合部 5b 接合部 6 修正ジャッキ 7 膨縮体 7a 凹部 7b 接着部 7c 圧縮空気注入管 8 膨縮手段 8a 高圧空気ボンベ 8b 開閉電動バルブ 8c 開放バルブ 9 ロッド 9a 油圧シリンダー S Underground excavator S1 excavator body S2 propulsion tube G ground H drilling 1 rotary drilling machine 1a rotating shaft 1b bit 1c roller bit 2 drive 3 sludge pipe 4 casing 4a front casing 4b Intermediate casing 4c Rear casing 5a joint 5b joint 6 modified jack 7 expandable body 7a recess 7b Adhesive part 7c Compressed air injection pipe 8 expansion and contraction means 8a high pressure air cylinder 8b Open / close electric valve 8c open valve 9 rod 9a hydraulic cylinder

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E21D 9/06 302 E21D 9/06 311 E21D 9/10 ─────────────────────────────────────────────────── ─── Continuation of the front page (58) Fields surveyed (Int.Cl. 7 , DB name) E21D 9/06 302 E21D 9/06 311 E21D 9/10

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 筒状ケーシングの先端に地山を掘削する
回転掘削盤を設け、同回転掘削盤を回動する駆動部とケ
ーシング先端の地山の掘削岩石片と泥土とを外部へ排出
する排泥路とを前記ケーシング内に設けた掘削機本体と
その後方の推進管とからなる地中掘削推進機に於いて、 前記ケーシングの外周に環状の膨縮体を取付け、同膨縮
体を膨縮させる膨縮手段を設け、膨縮体がケーシングの
凹部にその前縁と後縁で接着して張り付けた凹部の深さ
と略同じ厚みの面状ゴム板のゴムリングであり、膨縮手
段は前記ゴムリングとケーシング凹部との間に圧縮空気
を送って膨張させるようにする圧縮空気の圧送排出装置
であり、膨縮体をケーシング外表面から外方へ突出する
ように膨張させて削孔の孔壁と当接させてケーシングの
回転を止めることを特徴とする地中掘削推進機。
1. A rotary excavator for excavating a rock mass is provided at the tip of a tubular casing, and a drive unit for rotating the rotary excavator and excavated rock fragments of the rock mass at the tip of the casing and mud are discharged to the outside. In an underground excavation propulsion machine comprising an excavator main body having a mud discharge passage provided in the casing and a propulsion pipe behind the excavation machine, an annular expansion / contraction body is attached to the outer periphery of the casing, and the expansion / contraction body is The expansion and contraction means for expanding and contracting is provided, and the expansion and contraction body is attached to the recess of the casing by its front edge and rear edge, and the depth of the recess
Is a rubber ring of a planar rubber plate having substantially the same thickness as that of , and the expansion / contraction means is a compressed air pressurizing / discharging device for supplying compressed air between the rubber ring and the casing recess for expansion. An underground excavation propulsion device, characterized in that the body is expanded so as to project outward from the outer surface of the casing and brought into contact with the hole wall of the drilled hole to stop the rotation of the casing.
【請求項2】 ケーシングの外周の複数個所に、ロッド
を半径方向に出没自在に装置した請求項1記載の地中掘
削推進機。
2. The underground excavation propulsion apparatus according to claim 1, wherein rods are provided at a plurality of positions on the outer periphery of the casing so as to be retractable in the radial direction.
【請求項3】 ケーシングは前ケーシングと中間ケーシ
ングと後ケーシングとの3体に分割され、互いに防水で
きるように所定の範囲摺動自在に連結し、前ケーシング
と中間ケーシングとの間及び中間ケーシングと後ケーシ
ングとの間に複数の修正ジャッキを架設し、中間ケーシ
ングの外周に膨縮体とロッドを配置した請求項1又は2
何れか記載の地中掘削推進機。
3. The casing is divided into three bodies, a front casing, an intermediate casing, and a rear casing, which are slidably connected to each other within a predetermined range so as to be waterproof, and between the front casing and the intermediate casing and between the intermediate casing. A plurality of correction jacks are installed between the rear casing and the expansion / contraction body and the rod are arranged on the outer periphery of the intermediate casing.
Underground excavation propulsion machine according to any one of the above.
JP2000275862A 2000-09-12 2000-09-12 Underground excavator Expired - Fee Related JP3448018B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000275862A JP3448018B2 (en) 2000-09-12 2000-09-12 Underground excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000275862A JP3448018B2 (en) 2000-09-12 2000-09-12 Underground excavator

Publications (2)

Publication Number Publication Date
JP2002089178A JP2002089178A (en) 2002-03-27
JP3448018B2 true JP3448018B2 (en) 2003-09-16

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000275862A Expired - Fee Related JP3448018B2 (en) 2000-09-12 2000-09-12 Underground excavator

Country Status (1)

Country Link
JP (1) JP3448018B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102401749B (en) * 2011-11-15 2013-12-04 东南大学 Testing device of underground pressure pipeline

Also Published As

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JP2002089178A (en) 2002-03-27

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