JP3135807B2 - Launching equipment for shaft excavators - Google Patents

Launching equipment for shaft excavators

Info

Publication number
JP3135807B2
JP3135807B2 JP06339737A JP33973794A JP3135807B2 JP 3135807 B2 JP3135807 B2 JP 3135807B2 JP 06339737 A JP06339737 A JP 06339737A JP 33973794 A JP33973794 A JP 33973794A JP 3135807 B2 JP3135807 B2 JP 3135807B2
Authority
JP
Japan
Prior art keywords
shaft
horizontal
tilting
excavator
inclined shaft
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 - Lifetime
Application number
JP06339737A
Other languages
Japanese (ja)
Other versions
JPH08189285A (en
Inventor
一宏 奥田
雄二郎 渋川
秀樹 千原
勉 溝端
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.)
Okumura Corp
Original Assignee
Okumura Corp
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 Okumura Corp filed Critical Okumura Corp
Priority to JP06339737A priority Critical patent/JP3135807B2/en
Publication of JPH08189285A publication Critical patent/JPH08189285A/en
Application granted granted Critical
Publication of JP3135807B2 publication Critical patent/JP3135807B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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]

【産業上の利用分野】本発明は既に築造されている水平
坑から斜め上方に向かって斜坑を掘削する掘削機の発進
装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to the starting of an excavator for digging a diagonal shaft diagonally upward from a horizontal shaft already constructed.
The present invention relates to a device for use .

【0002】[0002]

【従来の技術】従来から、例えば、山岳地盤に水力発電
所の水圧管路等のような斜坑を掘削するには、図8、図
9に示すように、既に築造された水平坑A(以下、既設
水平坑という)の斜坑掘削位置にまで斜坑掘削機Cを載
せた台車21を該水平坑Aの底面に敷設したレールR上を
走行させて搬送したのち、斜坑掘削機Cを斜め上方に傾
動させ、しかるち、斜坑掘削機Cを発進させている。こ
の際、斜坑掘削機Cを斜坑掘削方向に傾動させる必要が
ある。
2. Description of the Related Art Conventionally, in order to excavate an inclined shaft such as a hydraulic pipeline of a hydroelectric power plant in a mountainous ground, for example, as shown in FIGS. (Referred to as an existing horizontal shaft), the truck 21 carrying the shaft excavator C is transported by traveling on the rail R laid on the bottom surface of the horizontal shaft A, and the shaft excavator C is moved obliquely upward. The tilting excavator C is started. At this time, it is necessary to tilt the inclined shaft excavator C in the inclined shaft excavation direction.

【0003】そのため、従来方法においては水平坑Aか
ら掘削すべき斜坑B側に向かって斜め上方に一定深さの
発進斜坑部Dを掘削したのち、この発進斜坑部Dの奥底
面に滑車ブロック22と滑車23を取付けると共に斜坑掘削
機Cの前端面と水平坑Aの底面に滑車24、25を装着し、
さらに、後方側にウインチ26を設置して、発進斜坑部D
にまで搬送した斜坑掘削機Cの滑車24と発進斜坑部D側
の滑車ブロック12間に掛け渡したロープ27を滑車23、25
を介してウインチ26で巻取りことにより、斜坑掘削機C
を斜め上方に引上げ、その前端部を発進斜坑部D内に挿
入したのち、斜坑掘削機Cを発進させている。
For this reason, in the conventional method, a starting inclined shaft portion D having a certain depth is excavated diagonally upward from a horizontal shaft A toward a shaft shaft B to be excavated, and a pulley block 22 is provided on the inner bottom surface of the starting inclined shaft portion D. And pulleys 23, and pulleys 24 and 25 are attached to the front end face of the inclined shaft excavator C and the bottom of the horizontal shaft A,
In addition, a winch 26 is installed on the rear side,
The pulleys 23 and 25 are connected to the pulley 24 of the excavator C which has been transported up to and to the pulley block 12 on the side of the starting inclined shaft D by pulleys 27 and 25.
Shaft excavator C
Is lifted obliquely upward, and the front end thereof is inserted into the starting inclined shaft part D, and thereafter the inclined shaft excavator C is started.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、上記の
ような斜坑掘削機Cの発進方法や手段によれば、発進斜
坑部Dに対する滑車ブロック22や滑車23の取付作業、斜
坑掘削機Cと水平坑Aに対する滑車24、25の取付作業等
に著しい手間と労力を要するばかりでなく、ロープによ
る引上作業時に斜坑掘削機Cが妄動してその姿勢が不安
定となり、作業に危険を伴うと共に作業能率が低下する
等の問題点があった。さらに、斜坑掘削機Cを発進斜坑
部D側に向けて発進準備が完了したのち、滑車23〜25等
の撤去作業を必要とし、作業の煩雑化が避けられないと
いう問題点があった。
However, according to the method and means for starting the inclined shaft excavator C as described above, the work of attaching the pulley block 22 and the pulley 23 to the starting inclined shaft portion D, the inclined shaft excavator C and the horizontal shaft Not only does the work of attaching the pulleys 24 and 25 to A take considerable labor and labor, but also the inclination of the excavator C becomes destabilized during the pulling operation with a rope, and the posture becomes unstable. Problems such as a decrease in Further, after the preparation for starting the inclined shaft excavator C toward the starting inclined shaft section D is completed, it is necessary to remove the pulleys 23 to 25 and the like, and there is a problem that the operation is inevitably complicated.

【0005】本発明はこのような問題点に鑑みてなされ
たもので、既設水平坑から斜坑掘削機を自動的に能率よ
く且つ安定した姿勢で正確に所定の角度でもって斜行発
進させることを目的とした斜坑掘削機の発進用装置を提
供するものである。
The present invention has been made in view of such a problem, and it is an object of the present invention to automatically start an inclined shaft excavator from an existing horizontal shaft with an efficient and stable posture at an accurate angle at a predetermined angle. It is an object of the present invention to provide a starting device for an inclined shaft excavator.

【0006】[0006]

【課題を解決するための手段】上記目的を達成するため
に、本発明の斜坑掘削機の発進用装置は、請求項に記
載したように、水平坑の底面に固定させる水平台枠と、
この水平台枠上に重ね合わしてその後端部を水平台枠の
後端部に起伏回動自在に枢着され且つ斜坑掘削機を上
載、設置させるようにしてなる傾動架台と、この傾動架
台を水平台枠に対して強制的に起伏させるジャッキ等の
伸縮手段と、発進時に傾動架台上の斜坑掘削機の後端面
を支持する推進反力受台と、この推進反力受台と斜坑掘
削機の後端部との間に介在させるジャッキ等の推進手段
とから構成しているものである。この装置において、請
求項に記載したように、水平坑の底面と所定の角度ま
で起立した傾動架台との間に介在させて該傾動架台の底
面を支持する転倒防止架台を備えておくことが望まし
い。
To achieve the above object, according to the solution to ## for startup device inclined shaft drilling machine of the present invention, as described in claim 1, and horizontal underframe which is fixed to the bottom surface of the horizontal mine,
A tilting gantry which is superimposed on the horizontal underframe, and a rear end of which is pivotally attached to the rear end of the horizontal underframe so as to be able to swing up and down, and on which the inclined shaft excavator is mounted and installed; and A telescopic means such as a jack forcibly raising and lowering the horizontal underframe, a propulsion reaction receiving pedestal for supporting the rear end face of the inclined shaft excavator on the tilting gantry at the time of starting, a propulsion reaction receiving pedestal and an inclined shaft excavator And a propulsion means such as a jack interposed between the rear end portion and the rear end portion. In this device, as described in claim 2 , it is possible to provide an overturn prevention frame that is interposed between the bottom surface of the horizontal shaft and the tilting stand that stands up to a predetermined angle and supports the bottom surface of the tilting stand. desirable.

【0007】[0007]

【作用】斜坑掘削機を傾動架台上にその後端側が水平台
枠と傾動架台との枢着部側となるように固定的に設置
し、水平坑内における斜坑掘削位置において水平台枠を
固定したのちジャッキ等の伸縮手段を伸長させると、傾
動架台が水平台枠との枢着部を中心として水平台枠にに
対して上方に起立し始める。そして、傾動架台を斜坑掘
削方向に指向する所定の角度まで起立させる。こうして
所定の角度まで起立した傾動架台上の斜坑掘削機の後端
面は推進反力受台によってジャッキ等の推進手段を介し
て受止される。
[Function] An inclined shaft excavator is fixedly installed on a tilting gantry such that the rear end side is the side of a pivotal connection between the horizontal underframe and the tilting gantry. After fixing the horizontal underframe at the inclined shaft digging position in the horizontal mine, When the telescopic means such as a jack is extended, the tilting gantry starts to rise upward with respect to the horizontal frame around the pivotal connection with the horizontal frame. Then, the tilting stand is raised up to a predetermined angle oriented in the direction of excavation of the shaft. In this way, the rear end surface of the inclined shaft excavator on the tilting gantry standing up to the predetermined angle is received by the propulsion reaction force receiving base via a propulsion means such as a jack.

【0008】なお、傾斜状態に起立した傾動架台の底面
と水平坑との間に転倒防止架台を介在させれば、斜坑掘
削機を上載した傾動架台の不測の転倒を防止し、所定の
角度に指向させた状態で一層安定的に支持しておくこと
ができる。この状態にして推進手段を伸長させると、斜
坑掘削機は傾動架台をガイドとして該傾動架台上を摺動
しながら上記の設定角度でもって発進し、斜坑掘削を開
始することができる。
[0008] If a tilt-prevention mount is interposed between the bottom surface of the tilt mount standing upright and the horizontal shaft, an accidental fall of the tilt mount on which the inclined excavator is mounted can be prevented, and the tilt mount can be set at a predetermined angle. It can be supported more stably in the state where it is oriented. When the propulsion means is extended in this state, the shaft excavator starts at the above-mentioned set angle while sliding on the tilting base with the tilting base as a guide, and can start excavation of the shaft.

【0009】[0009]

【実施例】本発明の実施例を図面について説明すると、
図1においてAは既設の水平坑、Bは斜坑掘削機Cによ
って掘削すべき斜坑である。斜坑掘削機Cは発進用装置
によって水平坑Aから掘削すべき斜坑B側に向けて起立
させられるものであるが、まず、この発進用装置の具体
的な構造を図2〜図5に基づいて説明する。
BRIEF DESCRIPTION OF THE DRAWINGS FIG.
In FIG. 1, A is an existing horizontal shaft, and B is an oblique shaft to be excavated by an oblique shaft excavator C. The inclined shaft excavator C is erected from the horizontal shaft A toward the inclined shaft B to be excavated by the starting device. First, a specific structure of the starting device will be described with reference to FIGS. explain.

【0010】1は平面長方形状の水平台枠で、その前後
両側部に、水平坑Bに敷設されたレールR上を走行する
車輪1aを回転自在に軸支していると共にこの水平台枠1
上に同じく平面長方形状の枠からなる傾動架台2を重ね
合わせ状態で配設している。この傾動架台2はその幅を
斜坑掘削機Cの外径(横幅)に略等しく形成されている
と共に長さを斜坑掘削機Cの長さよりもやや長く形成さ
れあり、その両側部に長さ方向に適宜間隔毎に上面が斜
坑掘削機Cの下側周面に沿う凹弧面2bに形成されたキャ
ンバー2aを一体的に固着して、これらのキャンバー2a上
に斜坑掘削機Cを前後方向に摺動自在に載置させるよう
に構成している。
Reference numeral 1 denotes a horizontal rectangular frame having, on both front and rear sides thereof, wheels 1a running on rails R laid in a horizontal shaft B rotatably supported, and the horizontal frame 1 is provided.
A tilting gantry 2, which is also a flat rectangular frame, is disposed on top of it. The tilting gantry 2 has a width substantially equal to the outer diameter (lateral width) of the shaft excavator C and a length slightly longer than the length of the shaft excavator C. The camber 2a whose upper surface is formed on the concave arc surface 2b along the lower peripheral surface of the shaft excavator C is integrally fixed at appropriate intervals, and the shaft shaft excavator C is longitudinally mounted on these cambers 2a. It is configured to be slidably mounted.

【0011】さらに、この傾動架台2の前半部両側端
に、側面横長長方形状の適宜高さの姿勢保持枠3、3の
下端を固着させてあり、傾動架台2の両側端から上方に
突出したこれらの姿勢保持枠3、3の対向内面を斜坑掘
削機Cの前半部の両側周面から下周面に亘って受止する
凹弧面3a、3aに形成している。また、この傾動架台2の
後端部を上記水平台枠1の後端部に起伏方向に回動自在
に枢着している。即ち、傾動架台2の後端部下面に突設
したブラケット2cと水平台枠1の後端面に突設したブラ
ケット1bとを枢軸4によって回動自在に枢着している。
Further, the lower ends of posture holding frames 3, 3 each having a laterally long rectangular shape and having an appropriate height are fixed to both side ends of the front half of the tilting base 2, and project upward from both side ends of the tilting base 2. Opposing inner surfaces of these attitude holding frames 3 are formed as concave arc surfaces 3a, 3a which are received from the peripheral surfaces on both sides to the lower peripheral surface of the first half of the shaft excavator C. The rear end of the tilting base 2 is pivotally connected to the rear end of the horizontal frame 1 so as to be rotatable in the up-and-down direction. That is, a bracket 2c protruding from the lower surface of the rear end of the tilting gantry 2 and a bracket 1b protruding from the rear end of the horizontal underframe 1 are rotatably connected by a pivot 4.

【0012】水平台枠1は傾動架台2よりも幅広く形成
されていて、平面から見た場合、図4に示すように、そ
の両側端部が傾動架台2の両側端面から姿勢保持枠3、
3の厚みに略等しい幅だけ突出させてあり、この突出し
た両側端部と傾動架台2と一体の上記姿勢保持枠3、3
とをリンク機構5を介して連結すると共に該リンク機構
5と水平台枠2の両側端部とをジャッキ6によって連結
している。即ち、リンク機構5を互いに屈折自在に枢着
5cした一対リンク5a、5bより構成し、一方のリンク5aの
端部を姿勢保持枠3の後端面に回動自在に枢着5dすると
共に他方のリンク5bを水平台枠1の前側両側端部の上面
に回動自在に枢着5eしている。さらに、その枢着部5eに
ジャッキ6の外底部を回動自在に枢着していると共に該
ジャッキ6のピストンロッド6aを上記一方のリンク5aの
中央部に枢着6bしている。
The horizontal underframe 1 is formed wider than the tilting gantry 2 and, when viewed from a plane, as shown in FIG.
3 is projected by a width substantially equal to the thickness of the posture holding frame 3 and the posture holding frames 3 and 3 integrated with the tilting base 2.
Are connected via a link mechanism 5, and the link mechanism 5 and both side ends of the horizontal underframe 2 are connected by jacks 6. That is, the link mechanisms 5 are pivotally connected to each other so that they can be freely bent.
5c, a pair of links 5a and 5b, and one end of one link 5a is pivotally connected to the rear end face of the posture holding frame 3 so as to be rotatable 5d, and the other link 5b is a front side end of the horizontal underframe 1. Is pivotally mounted 5e on the upper surface. Further, the outer bottom portion of the jack 6 is pivotally connected to the pivot portion 5e, and the piston rod 6a of the jack 6 is pivotally connected to the central portion of the one link 5a.

【0013】なお、ジャッキ6に替えて例えば螺子機構
のように回転による螺子送りによって傾動架台2を起伏
させるようにした伸縮手段を採用してもよい。また、リ
ンク機構5を採用することなく、ジャッキ6等の伸縮機
構を水平台枠1と傾動架台2との間に直接連結させてお
いてもよい。さらに、傾動架台2又は姿勢保持枠3の適
所に、傾動架台2が起立した際に斜坑掘削機Cがずり落
ちるのを防止する係止部材(図示せず)を設けておいて
もよい。
It is to be noted that, instead of the jack 6, an expansion / contraction means, such as a screw mechanism, for raising and lowering the tilting base 2 by screw feed by rotation may be employed. Further, the extension mechanism such as the jack 6 may be directly connected between the horizontal underframe 1 and the tilting gantry 2 without employing the link mechanism 5. Further, a locking member (not shown) for preventing the inclined shaft excavator C from slipping down when the tilting gantry 2 stands up may be provided at an appropriate position of the tilting gantry 2 or the posture holding frame 3.

【0014】7は傾動架台2を起立、傾動させて発進さ
せる際に、該傾動架台2上の斜坑掘削機Cの後端面を支
持する推進反力受台で、水平設置枠部7aと傾斜受止枠部
7bと傾斜補強枠部7cとからなり、傾斜受止枠部7bの傾斜
面は掘削すべき斜坑Bの中心線に略直交する面に形成さ
れている。8は斜坑掘削機Cの後端部内周面に固着した
複数本の推進ジャッキで、そのロッド端に取付けている
スプレッダ8aを上記推進反力受台7の傾斜受止枠部7b上
に受止させるように構成している。尚、この推進ジャッ
キ8は斜坑掘削機Cに取付けることなく、斜坑掘削機C
の後端面と推進反力受台7の傾斜受止枠部7bとの間に介
在させるようにしてもよい。又、この推進ジャッキ8に
替えて螺子機構等による推進手段を採用してもよい。
Reference numeral 7 denotes a propulsion reaction force receiving base for supporting the rear end face of the inclined shaft excavator C on the tilting base 2 when the tilting base 2 is raised, tilted, and started. Stop frame
The inclined receiving frame 7b is formed of a surface substantially orthogonal to the center line of the shaft B to be excavated. Reference numeral 8 denotes a plurality of propulsion jacks fixed to the inner peripheral surface of the rear end of the shaft excavator C, which receives the spreader 8a attached to the rod end thereof on the inclined receiving frame portion 7b of the propulsion reaction force receiving base 7. It is configured to be. Note that the propulsion jack 8 is not attached to the shaft excavator C,
May be interposed between the rear end face and the inclined receiving frame 7b of the propulsion reaction force receiving stand 7. Further, instead of the propulsion jack 8, propulsion means such as a screw mechanism may be employed.

【0015】9は傾動架台2を所定の角度まで起立させ
た際に、該傾動架台2の底面と水平坑Aの底面との間に
介在させる転倒防止架台で、図6、図7に示すようにそ
の両側枠の幅を上記水平台枠1の幅よりも大きくして該
水平台枠1を跨ぐようにして下端を水平坑Aの底面上に
設置させるようにしていると共に後面を斜坑Bの掘削角
度と略同一角度に傾斜した傾斜枠部9aに形成し、この傾
斜枠部9aによって所定角度まで起立した傾動架台2の底
面(下面)を受止させるように構成している。
Reference numeral 9 denotes an overturn prevention base which is interposed between the bottom of the tilting base 2 and the bottom of the horizontal shaft A when the tilting base 2 is raised to a predetermined angle, as shown in FIGS. The width of both side frames is made larger than the width of the horizontal underframe 1 so that the lower end is placed on the bottom surface of the horizontal well A so as to straddle the horizontal underframe 1, and the rear face of the horizontal well B is It is formed on an inclined frame 9a inclined at substantially the same angle as the excavation angle, and the inclined frame 9a is configured to receive the bottom surface (lower surface) of the tilting gantry 2 standing up to a predetermined angle.

【0016】さらに、この転倒防止架台9の傾斜枠部9a
の両側部には複数個のボルト孔9bを穿設している一方、
上記傾動架台2の両側端部にもこれらのボルト孔9bに対
向する複数個のボルト孔2dを穿設してあり、ボルト孔2
d、9b間をボルト・ナット10で連結するように構成して
いる。11は斜坑掘削位置で発進用装置の上記水平台枠1
を固定させるためのアンカーで、水平台枠1の前端部に
ピン12によって枢着している固定用金物13の下端をピン
14によって該アンカー11に連結させるようにしている。
Further, the inclined frame portion 9a of the fall prevention gantry 9
While a plurality of bolt holes 9b are drilled on both sides of
A plurality of bolt holes 2d facing these bolt holes 9b are also formed at both end portions of the tilting base 2, and the bolt holes 2d are formed.
It is configured such that d and 9b are connected by bolts and nuts 10. 11 is a shaft excavation position and the horizontal underframe 1 of the starting device.
The lower end of the fixing hardware 13 pivotally connected to the front end of the horizontal underframe 1 by the pin 12
14 connects to the anchor 11.

【0017】次に、以上のように構成した斜坑掘削機発
進用装置を用いて、斜坑掘削機Cを掘削すべき斜坑B側
に向け、斜行発進させる方法について説明する。まず、
傾動架台2を備えている水平台枠1を既設水平坑Aの底
面に敷設されたレールR上を走行させて斜坑掘削位置で
停止させる。この際、予め、水平台枠1上に水平状態に
折り重ねている傾動架台2上に斜坑掘削機Cを載置して
斜坑掘削位置まで搬送してもよく、斜坑掘削位置で該傾
動架台2上に斜坑掘削機Cを載置してもよい。また、斜
坑掘削機Cを傾動架台2にワイヤ等で固定しておき、発
進時にその固定を解くようにしてもよい。
Next, a description will be given of a method of starting the inclined shaft excavator C obliquely toward the inclined shaft B to be excavated by using the inclined shaft excavator starting apparatus configured as described above. First,
The horizontal underframe 1 provided with the tilting gantry 2 is caused to travel on a rail R laid on the bottom surface of the existing horizontal shaft A, and is stopped at the inclined shaft excavation position. At this time, the inclined shaft excavator C may be placed on the tilting gantry 2 previously folded horizontally on the horizontal underframe 1 and transported to the inclined shaft digging position. The shaft excavator C may be mounted on the top. Alternatively, the shaft excavator C may be fixed to the tilting gantry 2 with a wire or the like, and the fixing may be released when the vehicle starts moving.

【0018】既設水平坑Aにおける斜坑掘削位置には、
該水平坑Aと掘削すべき斜坑Bとの交点部分から水平坑
Aの前方延長方向に向かって水平台枠1が仮設置可能な
長さを有する水平坑部A'を設けると共に、水平坑Aの上
壁面に斜坑掘削方向である斜め前方に向かって斜坑掘削
機Cの前端部が挿入可能な深さと径を有する斜坑発進口
Dを掘削、形成している。さらに、水平坑部A'と斜坑発
進口Dとの交差壁部を斜めに切除して傾動架台2が起立
可能な空間部dを形成している。なお、水平坑Aの中間
部から斜坑Dを掘削する場合には水平坑Aの前方延長部
を水平坑部A'に利用でき、水平坑Aの延長部が存在しな
い場合には水平台枠1の長さに略等しい長さの水平坑部
A'を掘削する。また、斜坑発進口Dの下方延長線上にお
ける水平坑Aの底面には推進反力受台7の設置用ピット
15が掘削されている。
The excavation position of the inclined shaft in the existing horizontal shaft A is:
A horizontal well A ′ having a length that allows the horizontal underframe 1 to be temporarily installed is provided from the intersection of the horizontal well A and the inclined shaft B to be excavated in the forward extension direction of the horizontal well A, and a horizontal well A is provided. An inclined shaft starting port D having a depth and a diameter into which the front end of the inclined shaft excavator C can be inserted is digged and formed diagonally forward on the upper wall surface in the inclined shaft excavation direction. Further, a crossing wall portion between the horizontal shaft portion A ′ and the inclined shaft start port D is cut obliquely to form a space d where the tilting gantry 2 can stand. In addition, when excavating the inclined shaft D from the middle part of the horizontal shaft A, the front extension of the horizontal shaft A can be used for the horizontal shaft A ′, and when the extension of the horizontal shaft A does not exist, the horizontal underframe 1 is used. Horizontal pit approximately equal in length to
Excavate A '. Also, on the bottom of the horizontal shaft A on the extension line below the inclined shaft starting port D, a pit for installing the
15 have been drilled.

【0019】斜坑掘削位置まで走行した発進用装置の水
平枠台1はその前端を固定用金物13を介してピン14によ
り固定アンカー11に連結することによってその位置に固
定され、さらに、水平枠台1の後端部下面と水平坑Aの
底面との間にライナー16を介在させて水平枠台1が横方
向に傾動するのを防止する。なお、水平枠台1を斜坑掘
削位置に固定させる前に、該水平枠台1を水平坑部A'内
に挿入しておき、その状態で推進反力受台7をピット15
内に設置してアンカー17により固定し、該推進反力受台
7の固定後、水平枠台1を斜坑掘削位置まで後退させて
固定する。
The horizontal frame 1 of the starting device which has traveled to the shaft excavation position is fixed at that position by connecting the front end of the horizontal frame 1 to the fixed anchor 11 with the pin 14 through the fixing hardware 13. A liner 16 is interposed between the lower surface of the rear end portion 1 and the bottom surface of the horizontal shaft A to prevent the horizontal frame 1 from tilting in the horizontal direction. Before fixing the horizontal frame 1 at the inclined shaft excavation position, the horizontal frame 1 is inserted into the horizontal well A ′, and in this state, the propulsion reaction force receiver 7 is moved to the pit 15.
The horizontal frame 1 is retracted to the excavation position of the shaft and fixed.

【0020】このように水平枠台1を固定したのち、該
水平枠台1とその上に折り畳まれた傾動架台2とを連結
しているジャッキ6のロッドを伸長させると、リンク機
構5を介して傾動架台2が後端枢着部4を中心として上
方に回動、起立する。この起立によって傾動架台2のキ
ャンバー2a上に載置されている斜坑掘削機Cが後方に滑
り落ちようとするが、傾動架台2に設けている係止部材
(図示せず)によって後方側への滑動(前方側へは係止
部材から離間して自由に滑動できる)を阻止することが
でき、或いは、推進反力受台7の傾斜受止枠部7aに推進
ジャッキ8のスプレッダ8aを当接させることによって阻
止する。
After the horizontal frame 1 is fixed in this way, when the rod of the jack 6 connecting the horizontal frame 1 and the tilting gantry 2 folded thereon is extended, the link mechanism 5 is used. The tilting gantry 2 pivots upward about the rear end pivot portion 4 and stands up. The inclined shaft excavator C mounted on the camber 2a of the tilting gantry 2 slides rearward by this standing up, but the locking member (not shown) provided on the tilting gantry 2 causes the tilting excavator C to move backward. Sliding (the front side can be freely slid away from the locking member) can be prevented, or the spreader 8a of the propulsion jack 8 abuts the inclined receiving frame 7a of the propulsion reaction force receiving base 7. Block by letting them do.

【0021】傾動架台2が一定の角度まで起立して斜坑
掘削機Cが掘削すべき斜坑Bの方向に指向した時に、ジ
ャッキ6の作動を停止させ、傾斜した傾動架台2の底面
と水平坑Aの底面との間に転倒防止架台9を介在させ
て、その傾斜枠部9aで傾動架台2の底面を受止させ、ボ
ルト・ナット10によって傾斜枠部9aと傾動架台2とを一
体に固着すると共に転倒防止架台9の下端を水平坑Aの
底面にアンカー18を打ち込むことによって固定する。こ
の状態にすることによって傾動架台2が確実に上記傾斜
角度を維持すると共に前後左右方向への転倒を防止され
る。
When the tilting gantry 2 stands up to a certain angle and the inclined shaft excavator C is directed in the direction of the inclined shaft B to be excavated, the operation of the jack 6 is stopped, and the bottom surface of the inclined tilting gantry 2 and the horizontal shaft A A tilt prevention frame 9 is interposed between the tilt frame 9a and the bottom surface of the tilt frame 2. The tilt frame 9a receives the bottom surface of the tilt frame 2 and the tilt frame 9a and the tilt frame 2 are integrally fixed by bolts and nuts 10. At the same time, the lower end of the fall prevention frame 9 is fixed by driving an anchor 18 into the bottom surface of the horizontal shaft A. In this state, the tilting gantry 2 reliably maintains the above-described tilt angle and prevents the tilting gantry 2 from falling in the front-rear, left-right direction.

【0022】次いで、推進反力受台7に反力を受止させ
て推進ジャッキ8を伸長させると、斜坑掘削機Cが傾動
架台2のキャンバー2aの凹弧面上を摺動しながら、斜坑
発進口Dに向かって発進する。この時、斜坑掘削機Cが
傾動架台2の前半両側端部に突設している姿勢保持枠3
によって左右方向の妄動を規制されながら斜坑発進口D
に向かって正確に推進する。
Then, when the propulsion jack 8 is extended by receiving the reaction force from the propulsion reaction force receiving stand 7, the inclined shaft excavator C slides on the concave arc surface of the camber 2 a of the tilting base 2, The vehicle starts to start port D. At this time, the tilting excavator C has a posture holding frame 3 protruding from both end portions of the first half of the tilting gantry 2.
Departure entrance D while restricted by left and right delusions
Propelling exactly towards.

【0023】推進ジャッキ8による1ストローク分の推
進が行われると、推進ジャッキ8を順次収縮させてその
スプレッダ8aと推進反力受台7の傾斜受止枠部7bとの間
にスペーサ部材を介在させ、再び、推進ジャッキ8を伸
長させて斜坑掘削機Cを前進させ、さらに、斜坑発進口
Dの切羽地盤を斜坑掘削機Cの前端掘削部C1によって掘
削させる。この場合、斜坑掘削機Cのカッターを回転し
て掘削すると、その回転反力によって斜坑掘削機Cがロ
ーリングするので、斜坑掘削機Cを傾動架台2にワイヤ
等で前後動可能に且つ回転不能に固定しておく。このよ
うにして、斜坑掘削機Cが斜坑Bを掘進しながら全長が
発進口9から斜坑B内に没入した状態となれば、発進用
装置、即ち、傾動架台2を備えた水平台枠1や推進反力
受台7、転倒防止架台9等を撤去する。
When the propulsion jack 8 performs propulsion for one stroke, the propulsion jack 8 is sequentially contracted, and a spacer member is interposed between the spreader 8a and the inclined receiving frame portion 7b of the propulsion reaction force receiving base 7. Then, the propulsion jack 8 is extended again to advance the inclined shaft excavator C, and further, the face ground of the inclined shaft starting port D is excavated by the front end excavation part C1 of the inclined shaft excavator C. In this case, when the cutter of the inclined shaft excavator C is rotated and excavated, the inclined shaft excavator C rolls due to the rotation reaction force. Keep it fixed. In this way, when the entire length of the shaft excavator C is immersed in the shaft B from the start port 9 while excavating the shaft B, the horizontal underframe 1 having the starting device, that is, the tilting base 2, The propulsion reaction receiving stand 7, the fall prevention stand 9, etc. are removed.

【0024】斜坑掘削機Cは公知のように、前端にカッ
ター等の掘削部C1を有する前胴C2と中胴C3、後胴C4を有
し、前後胴C2、C4が中胴C3を介して互いに伸縮自在に連
結していると共にこれらの前後胴C2 C4に掘削した斜坑
Bの壁面に着脱自在に圧着するフロントグリッパC5とリ
ヤグリッパC6とを夫々備えている。そして、リヤグリッ
パC6を掘削壁面に圧着させて掘削機全体を支持させた状
態で前胴C2を前方に伸長させながら斜坑Bを掘進し、一
定長の斜坑Bの掘削後、フロントグリッパC5を掘削地盤
に圧着させる一方、リヤグリッパC6を掘削地盤からの圧
着を解き、後胴C4を前胴C2側に引き寄せるという動作を
繰り返しながら斜坑Bを掘進していくものである。な
お、斜坑発進口Dの長さを斜坑掘削機Cの長さより長く
しておくと、斜坑掘削機Cが発進用装置上にあるとき
は、ローリングが生じないので、傾動架台2に回転不能
に固定する必要もなく、掘削開始からフロントグリッパ
C5とリヤグリッパC6を斜坑発進口Dの壁面に押し付ける
ことによってローリングを防止することができる。
As is well known, the shaft excavator C has a front body C2, a middle body C3 and a rear body C4 having a digging part C1 such as a cutter at the front end, and the front and rear bodies C2 and C4 are connected via the middle body C3. A front gripper C5 and a rear gripper C6 are connected to each other so as to be able to expand and contract and are removably press-fitted to the wall surface of the shaft B excavated on the front and rear shells C2 and C4. Then, with the rear gripper C6 pressed against the excavation wall surface and supporting the entire excavator, the forebody C2 is excavated while extending the front body C2 forward, and after excavating the inclined shaft B with a certain length, the front gripper C5 is excavated. While the rear gripper C6 is released from the excavated ground, and the rear trunk C4 is pulled toward the front trunk C2 side, and the shaft B is excavated while repeating the operation. If the length of the inclined shaft starting port D is set to be longer than the length of the inclined shaft excavator C, when the inclined shaft excavator C is on the starting device, rolling does not occur. No need to fix, front gripper from excavation start
Rolling can be prevented by pressing C5 and the rear gripper C6 against the wall surface of the shaft entrance D.

【0025】[0025]

【発明の効果】以上のように本発明の斜坑掘削機の発進
用装置によれば、水平坑の底面に固定せる水平台枠と、
この水平台枠上に重ね合わしてその後端部を水平台枠の
後端部に起伏回動自在に枢着され且つ斜坑掘削機を上
載、設置させるようにしてなる傾動架台と、この傾動架
台を水平台枠に対して強制的に起伏させるジャッキ等の
伸縮手段と、発進時に傾動架台上の斜坑掘削機の後端面
を支持する推進反力受台と、この推進反力受台と斜坑掘
削機の後端部との間に介在させるジャッキ等の推進手段
とからなるものであるから、架台を斜坑掘削位置に配設
することによって簡単に斜坑掘削機の発進準備が完了す
ることができ、その上、斜坑掘削機を架台上に設置して
この架台を所定の角度まで起立させるので、斜坑掘削機
を掘削すべき斜坑方向に安全に且つ正確に指向させるこ
とができるものである。
As described above, the launching of the inclined shaft excavator of the present invention is started as described above.
According to the device for the horizontal underframe fixed to the bottom of the horizontal shaft,
Lay it on this horizontal underframe and attach the rear end of the horizontal underframe.
It is pivotally attached to the rear end so as to be able to swing up and down, and
Tilting stand to be mounted and installed, and this tilting stand
Such as a jack that forcibly raises and lowers the table with respect to the horizontal frame
Telescopic means and the rear end of the shaft excavator on the tilting platform when starting
Propulsion reaction pedestal that supports the
Propulsion means such as jacks interposed between the rear end of the milling machine
By arranging the gantry at the inclined shaft excavation position, preparation for starting the inclined shaft excavator can be easily completed, and furthermore, the inclined shaft excavator is installed on the gantry, and this gantry is mounted. Since the shaft excavator is raised up to a predetermined angle, the shaft excavator can be safely and accurately directed toward the shaft to be excavated.

【0026】さらに、水平台枠を水平坑に固定した状態
にしてジャッキ等の伸縮手段を伸長させることにより、
水平台枠に対して傾動架台を容易に且つ所望の角度まで
正確に起立させることができ、その上、傾動架台上の斜
坑掘削機を推進反力受台によりジャッキ等の推進手段を
介して受止させた状態にして該推進手段の作動により傾
動架台をガイドとして大きな推進力でもって斜坑掘削方
向に発進させることができるものである。
Further, by extending the expansion / contraction means such as a jack while the horizontal underframe is fixed to the horizontal shaft,
The tilting gantry can be easily and accurately raised to a desired angle with respect to the horizontal underframe. In addition, the tilting excavator on the tilting gantry can be received by a propulsion reaction force receiving base via a jack or other propulsion means. In the stopped state, the propulsion means can be started in the direction of excavation of the shaft with a large propulsive force by using the tilting base as a guide by the operation of the propulsion means.

【0027】また、傾斜状態に起立した傾動架台の底面
と水平坑との間に転倒防止架台を介在させることによっ
て、斜坑掘削機を上載した傾動架台の不測の転倒を確実
に防止することができ、斜坑掘削機を所定の角度に指向
させた状態で一層安定的に支持しながら発進させること
ができるものである。さらに、斜坑掘削機の発進完了後
においては傾動架台を備えた水平台枠や推進反力受台等
の撤去が容易であり、作業性が著しく向上するものであ
る。
Further, by interposing a tipping prevention stand between the bottom surface of the tilting stand standing upright and the horizontal shaft, an accidental tipping of the tilting stand on which the inclined shaft excavator is mounted can be reliably prevented. In addition, the shaft excavator can be started while being more stably supported while being oriented at a predetermined angle. Furthermore, after the start of the inclined shaft excavator is completed, it is easy to remove the horizontal underframe equipped with the tilting gantry, the propulsion reaction receiving stand, and the like, so that the workability is remarkably improved.

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

【図1】発進用装置を斜坑掘削位置に配設している水平
坑の簡略縦断側面図、
FIG. 1 is a simplified longitudinal side view of a horizontal pit in which a starting device is arranged at an oblique digging position,

【図2】斜坑掘削機を斜坑掘削側に向けた状態の発進用
装置の側面図、
FIG. 2 is a side view of the starting device in a state where the shaft excavator is directed to the shaft excavation side,

【図3】傾動架台を折り畳んだ状態の発進用装置の側面
図、
FIG. 3 is a side view of the starting device in a state where the tilting base is folded,

【図4】その簡略平面図、FIG. 4 is a simplified plan view thereof,

【図5】その簡略正面図、FIG. 5 is a simplified front view thereof,

【図6】転倒防止架台の簡略側面図、FIG. 6 is a simplified side view of a fall prevention base;

【図7】その簡略正面図、FIG. 7 is a simplified front view thereof,

【図8】従来例を示す簡略縦断側面図、FIG. 8 is a simplified longitudinal side view showing a conventional example,

【図9】その簡略平面図。FIG. 9 is a simplified plan view thereof.

【符号の説明】[Explanation of symbols]

1 水平台枠 2 傾動架台 3 姿勢保持枠 4 枢軸 5 リンク機構 6 ジャッキ 7 推進反力受台 8 推進ジャッキ 9 転倒防止架台 A 水平坑 B 斜坑 C 斜坑掘削機 D 斜坑発進口 DESCRIPTION OF SYMBOLS 1 Horizontal underframe 2 Tilting stand 3 Attitude holding frame 4 Axis 5 Link mechanism 6 Jack 7 Propulsion reaction force receiving stand 8 Propulsion jack 9 Overturn prevention stand A Horizontal well B Slope C

フロントページの続き (72)発明者 溝端 勉 大阪市阿倍野区松崎町2丁目2番2号 株式会社奥村組内 (56)参考文献 特開 平2−269295(JP,A) (58)調査した分野(Int.Cl.7,DB名) E21D 9/02 E21D 9/06 301 Continuation of the front page (72) Inventor Tsutomu Mizobata 2-2-2 Matsuzaki-cho, Abeno-ku, Osaka-shi Okumura Gumi Co., Ltd. (56) References JP-A-2-269295 (JP, A) (58) Fields investigated Int.Cl. 7 , DB name) E21D 9/02 E21D 9/06 301

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 水平坑の底面に固定させる水平台枠と、
この水平台枠上に重ね合わしてその後端部を水平台枠の
後端部に起伏回動自在に枢着され且つ斜坑掘削機を上
載、設置させるようにしてなる傾動架台と、この傾動架
台を水平台枠に対して強制的に起伏させるジャッキ等の
伸縮手段と、発進時に傾動架台上の斜坑掘削機の後端面
を支持する推進反力受台と、この推進反力受台と斜坑掘
削機の後端部との間に介在させるジャッキ等の推進手段
とからなることを特徴とする斜坑掘削機の発進用装置。
1. A horizontal underframe fixed to the bottom of a horizontal shaft,
A tilting gantry which is superimposed on the horizontal underframe, and a rear end of which is pivotally attached to the rear end of the horizontal underframe so as to be able to swing up and down, and on which the inclined shaft excavator is mounted and installed; and A telescopic means such as a jack forcibly raising and lowering the horizontal underframe, a propulsion reaction receiving pedestal for supporting the rear end face of the inclined shaft excavator on the tilting gantry at the time of starting, a propulsion reaction receiving pedestal and an inclined shaft excavator And a propulsion means such as a jack interposed between the rear end of the shaft excavator and the vehicle.
【請求項2】 水平坑の底面と所定の角度まで起立した
傾動架台との間に介在させて該傾動架台の底面を支持す
る転倒防止架台を備えていることを特徴とする請求項
記載の斜坑掘削機の発進装置。
2. A method according to claim 1, characterized in that it comprises a fall prevention frame which is interposed to support the bottom of the tilting frame between the tilting frame standing upright to the bottom surface at a predetermined angle in the horizontal mine
A starting device for the inclined shaft excavator according to the above.
JP06339737A 1994-12-30 1994-12-30 Launching equipment for shaft excavators Expired - Lifetime JP3135807B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP06339737A JP3135807B2 (en) 1994-12-30 1994-12-30 Launching equipment for shaft excavators

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP06339737A JP3135807B2 (en) 1994-12-30 1994-12-30 Launching equipment for shaft excavators

Publications (2)

Publication Number Publication Date
JPH08189285A JPH08189285A (en) 1996-07-23
JP3135807B2 true JP3135807B2 (en) 2001-02-19

Family

ID=18330330

Family Applications (1)

Application Number Title Priority Date Filing Date
JP06339737A Expired - Lifetime JP3135807B2 (en) 1994-12-30 1994-12-30 Launching equipment for shaft excavators

Country Status (1)

Country Link
JP (1) JP3135807B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113882864A (en) * 2021-08-27 2022-01-04 上海市基础工程集团有限公司 Automatic pipe jacking device with adjustable angle

Also Published As

Publication number Publication date
JPH08189285A (en) 1996-07-23

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