JPH0874492A - Shaft wall breaker in start shaft - Google Patents

Shaft wall breaker in start shaft

Info

Publication number
JPH0874492A
JPH0874492A JP21086994A JP21086994A JPH0874492A JP H0874492 A JPH0874492 A JP H0874492A JP 21086994 A JP21086994 A JP 21086994A JP 21086994 A JP21086994 A JP 21086994A JP H0874492 A JPH0874492 A JP H0874492A
Authority
JP
Japan
Prior art keywords
main frame
frame
shaft
wall
breaker
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.)
Pending
Application number
JP21086994A
Other languages
Japanese (ja)
Inventor
Masaaki Uchida
正明 内田
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.)
Komatsu Ltd
Original Assignee
Komatsu Ltd
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 Komatsu Ltd filed Critical Komatsu Ltd
Priority to JP21086994A priority Critical patent/JPH0874492A/en
Publication of JPH0874492A publication Critical patent/JPH0874492A/en
Pending legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)
  • Percussive Tools And Related Accessories (AREA)

Abstract

PURPOSE: To install a start shaft wall breaker in a small gap between a start shaft wall and the head part of a shield excavator so as to be able to mechanically break the shaft wall. CONSTITUTION: Lower support mechanism 27 and upper support mechanism 31 respectively with support plates 26, 30 movable in the horizontal direction are fitted to one side in the thickness direction of a main frame 20, and a turning frame 33 is fitted to the other side in the thickness direction of the main frame 20 in such a way as to be turnable around a horizontal shaft. A breaking working machine 45 constituted of a boom 37, an arm 39 and a breaker 44 is fitted to the turning frame 33.

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、シールド掘削機械によ
るトンネル掘削時の発進立坑の坑壁を破砕する破砕機に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a crusher for crushing a pit wall of a starting shaft during tunnel excavation by a shield excavating machine.

【0002】[0002]

【従来の技術】シールド掘削機械によりトンネルを掘削
する際には、まず地上より発進立坑を構築し、シールド
掘削機械を工場等から一体あるいは分割して運搬して発
進立坑内に投入し、発進立坑内の発進用架台の上に組立
・設置する。
2. Description of the Related Art When excavating a tunnel with a shield excavating machine, first, a starting shaft is constructed from the ground, and the shield excavating machine is integrally or dividedly transported from a factory or the like and is loaded into the starting shaft to start the shaft. Assemble and install on the starting stand inside.

【0003】この状態で図1に示すようにシールド掘削
機械1の前部2と対向した発進立坑3の坑壁4を破砕
し、その破砕した部分よりシールド掘削機械1を地中に
押し込んで順次掘削している。
In this state, as shown in FIG. 1, the shaft wall 4 of the starting shaft 3 facing the front part 2 of the shield excavating machine 1 is crushed, and the shield excavating machine 1 is pushed into the ground from the crushed portion to sequentially I'm excavating.

【0004】[0004]

【発明が解決しようとする課題】前述のように発進立坑
3の坑壁4を破砕するには、図1に示すようにブレーカ
5を備えたパワーショベル6等の一般的な機械が用いら
れるが、発進立坑3は工事コストを下げる為に一般的に
は最小限の大きさとしており、このために坑壁4とシー
ドル掘削機械1の前部2との隙間Lが小さくなり、その
隙間Lより前述のような一般的な機械を投入することが
できないことがある。
As described above, in order to crush the shaft wall 4 of the starting shaft 3, a general machine such as a power shovel 6 having a breaker 5 as shown in FIG. 1 is used. , The starting shaft 3 is generally set to the minimum size in order to reduce the construction cost, and therefore the gap L between the mine wall 4 and the front part 2 of the cider excavating machine 1 becomes smaller, which is smaller than the gap L. It may not be possible to load a general machine as described above.

【0005】また、一般的な機械を投入できたとしても
坑壁4の底部より離れた上方部分4aは比較的容易に破
砕可能であるが、底部近くの下方部分4bを破砕するこ
とは大変困難である。
Even if a general machine can be used, the upper portion 4a of the mine wall 4 which is separated from the bottom portion can be crushed relatively easily, but it is very difficult to crush the lower portion 4b near the bottom portion. Is.

【0006】つまり、一般的な機械は車体7に対してブ
レーカ5を上下に揺動するようにしてあるから、そのブ
レーカ5を上方に移動することは容易であるが、下方に
移動することは困難であるから下方部分4bの破砕が困
難となる。
That is, since the breaker 5 is swung up and down with respect to the vehicle body 7 in a general machine, it is easy to move the breaker 5 upward, but it is not possible to move it downward. Since it is difficult, it is difficult to crush the lower portion 4b.

【0007】このような事情により、従来は前記隙間L
部分に足場を組み、その足場の上で作業者が手持ち式の
ブレーカ等を用いて坑壁を破砕することが一般的であ
り、このように作業者による手作業であると破砕作業能
率が悪くトンネル掘削工事全体の工期が長くなるし、粉
塵が多量に発生し作業環境が非常に悪く作業者にとって
は苦渋作業となる。
Due to such circumstances, the above-mentioned gap L is conventionally used.
It is common to assemble a scaffold on the part and the operator crushes the mine wall using a hand-held breaker on the scaffold.In this way, the crushing work efficiency is poor if it is done manually by the operator. The whole tunnel excavation work takes a long period of time, and a large amount of dust is generated, resulting in a very bad working environment, which is a pain for workers.

【0008】そこで、本発明は前述の課題を解決できる
ようにした発進立坑の坑壁破砕機を提供することを目的
とする。
[0008] Therefore, an object of the present invention is to provide a shaft crusher for a starting shaft, which can solve the above-mentioned problems.

【0009】[0009]

【課題を解決するための手段】主フレーム20の一側面
側に旋回フレーム33を水平軸回りに旋回自在に取付
け、この旋回フレーム33に、破砕装置を備えた破砕作
業機45を、旋回フレーム33に接近した折り畳み姿勢
と旋回フレーム33より突出した突出姿勢に亘って移動
自在に取付け、前記主フレーム20の他側面側に水平方
向に移動自在なる支持板を備えた支持機構を取付けた発
進立坑の坑壁破砕機。
A swivel frame 33 is attached to one side surface of a main frame 20 so as to swivel around a horizontal axis, and a swivel work machine 45 equipped with a shredding device is attached to the swivel frame 33. Of the starting shaft equipped with a supporting mechanism movably mounted in a folding attitude approaching to the above and a projecting attitude protruding from the revolving frame 33, and a supporting plate provided with a horizontally movable supporting plate on the other side surface side of the main frame 20. Mine wall crusher.

【0010】[0010]

【作 用】破砕作業機45を折り畳み姿勢とすると共
に、支持板を主フレーム20側に移動することで主フレ
ーム20の一側・他側方向の寸法が小さくなり、発進立
坑10の坑壁11とシールド掘削機械14の頭部16と
の隙間が小さくともその隙間に設置できる。支持機構の
支持板を突出して頭部16に接した状態で破砕作業機4
5を突出姿勢として旋回フレーム33を旋回することで
坑壁11を破砕できるし、その時の破砕反力をシールド
掘削機械14の頭部16により支持できる。
[Operation] By moving the support plate to the main frame 20 side while the crushing machine 45 is in the folded posture, the dimensions of the main frame 20 in one side and the other side are reduced, and the pit wall 11 of the starting shaft 10 is reduced. Even if the gap between the head and the head 16 of the shield excavating machine 14 is small, it can be installed in that gap. The crushing machine 4 with the support plate of the support mechanism protruding and in contact with the head 16
The mine wall 11 can be crushed by turning the turning frame 33 with 5 as the projecting posture, and the crushing reaction force at that time can be supported by the head 16 of the shield excavating machine 14.

【0011】[0011]

【実 施 例】図2と図3に示すように、発進立坑10
は横断面矩形状で縦長となり、その坑壁11と底壁12
はコンクリートとなり、その坑壁11のトンネル掘削方
向部分における底壁12寄りの下部坑壁11aは上部坑
壁11bよりも薄くなり、その下部坑壁11aと上部坑
壁11bの境界部分には突出部13が一体的に設けてあ
る。
[Example] As shown in Figs. 2 and 3, the starting shaft 10
Has a rectangular cross section and is vertically long, and its mine wall 11 and bottom wall 12
Is concrete, the lower pit wall 11a near the bottom wall 12 in the tunnel excavation direction portion of the pit wall 11 is thinner than the upper pit wall 11b, and the protruding portion is at the boundary portion between the lower pit wall 11a and the upper pit wall 11b. 13 is integrally provided.

【0012】シールド掘削機械14は発進立坑10内の
発進用架台(レール)15の上に組立・設置され、その
頭部16は坑壁11の下部坑壁11aと相対向し、両者
間に隙間L2 がある。この隙間L2 は実際には頭部16
と突出部13との間の距離である。
The shield excavating machine 14 is assembled and installed on a starting pedestal (rail) 15 in the starting shaft 10, and its head 16 faces the lower pit wall 11a of the pit wall 11 with a gap between the two. There is L 2 . This gap L 2 is actually the head 16
And the protrusion 13.

【0013】本発明の破砕機は幅が広く厚さが薄い縦長
なる主フレーム20を備え、この主フレーム20の下部
における厚さ方向に離隔した位置に一対の横材21が幅
方向両側に向けて図示しないシリンダ等により伸縮自在
にそれぞれ取付けられ、その横材21には図示しないシ
リンダ等により上下伸縮する脚22の固定側22aがそ
れぞれ取付けてあり、その脚22の可動側22bに接地
板23がそれぞれ取付けられて下部アウトリガー24を
構成している。
The crusher of the present invention is provided with a vertically long main frame 20 having a wide width and a thin thickness, and a pair of cross members 21 are directed to both sides in the width direction at positions separated from each other in the thickness direction in the lower portion of the main frame 20. And a fixed member 22a of a leg 22 which is vertically expandable and retractable by a cylinder (not shown) and the like, and a ground plate 23 is attached to a movable side 22b of the leg 22. Are attached to form the lower outrigger 24.

【0014】前記主フレーム20の下部寄り幅方向両側
には図示しないシリンダ等により伸縮する伸縮機構25
の固定側25aが水平方向に向けてそれぞれ取付けら
れ、その可動側25bは主フレーム20の厚さ方向に伸
縮自在でかつ厚さ方向一側方に向いており、その可動側
25bには支持板26が頭部16と対向してそれぞれ取
付けられて主フレーム20を倒れないように支持する下
部支持機構27を構成している。
A telescopic mechanism 25 for telescopically extending by a cylinder or the like (not shown) on both sides of the main frame 20 in the width direction toward the lower side.
Fixed sides 25a of the main frame 20 are attached in the horizontal direction, and movable sides 25b of the fixed sides 25a are extendable in the thickness direction of the main frame 20 and directed to one side in the thickness direction. 26 are attached to face the head 16 to form a lower support mechanism 27 for supporting the main frame 20 so as not to fall.

【0015】前記主フレーム20の上部における上下に
離隔した位置には一対の横材28が幅方向に向けて図示
しないシリンダ等により伸縮自在にそれぞれ取付けてあ
り、その各横材28には図示しないシリンダ等で伸縮す
る伸縮機構29の固定側29aが水平方向に向けてそれ
ぞれ取付けられ、その可動側29bは主フレーム20の
厚さ方向に伸縮自在でかつ厚さ方向一側方に向いてお
り、その可動側29bには支持板30が頭部16と対向
してそれぞれ取付けられて主フレーム20を倒れないよ
うに支持する上部支持機構31を構成している。
A pair of horizontal members 28 are attached to the upper and lower positions of the main frame 20 vertically above and below each other by a cylinder or the like (not shown) in the width direction, and each horizontal member 28 is not shown. The fixed sides 29a of the expansion and contraction mechanism 29 that expands and contracts with a cylinder or the like are attached in the horizontal direction, and the movable sides 29b thereof are expandable and contractible in the thickness direction of the main frame 20 and are directed to one side in the thickness direction. A support plate 30 is attached to the movable side 29b so as to face the head 16, and constitutes an upper support mechanism 31 for supporting the main frame 20 so as not to fall.

【0016】前記主フレーム20の厚さ方向他側におけ
る上下中間部には旋回機構32を介して旋回フレーム3
3が水平軸回りに旋回自在に取付けられ、この旋回機構
32は固定リング体34に可動リング体35を旋回モー
タ36、図示しないラックとリングギヤを介して回転自
在に取付けたものである。
A swivel frame 3 is provided at an upper and lower intermediate portion on the other side in the thickness direction of the main frame 20 through a swivel mechanism 32.
3 is rotatably mounted around a horizontal axis, and the slewing mechanism 32 is such that a movable ring body 35 is rotatably attached to a fixed ring body 34 via a slewing motor 36, a rack (not shown) and a ring gear.

【0017】前記旋回フレーム33にはブーム37がブ
ームシリンダ38で旋回フレーム33に接近、離隔する
方向に揺動自在に取付けられ、そのブーム37の先端部
にはアーム39がアームシリンダ40でブーム37と同
一方向に揺動自在に取付けてあり、そのアーム39の先
端部にはブラケット41がシリンダ42、リンク43に
よりアーム39と同一方向に揺動自在に取付けられ、そ
のブラケット41に破砕装置、例えばブレーカ44が取
付けられて折り畳み姿勢と突出姿勢に移動自在なる破砕
作業機45を構成している。
A boom 37 is attached to the revolving frame 33 by a boom cylinder 38 so as to be swingable in a direction of approaching and separating from the revolving frame 33. An arm 39 is attached to the tip of the boom 37 by an arm cylinder 40 and the boom 37. And a bracket 41 is attached to the tip of an arm 39 of the arm 39 so as to be swingable in the same direction as the arm 39 by a cylinder 42 and a link 43. A breaker 44 is attached to form a crushing work machine 45 that can be freely moved between a folded position and a projected position.

【0018】前記旋回フレーム33における旋回中心3
3aを境としてブレーカ44と反対側にはカウンターウ
エイト46が取付けられ、これにより旋回フレーム33
がスムーズに旋回するようにしてある。
Turning center 3 of the turning frame 33
A counterweight 46 is attached to the opposite side of the breaker 44 with the boundary 3a, whereby the turning frame 33 is provided.
Is designed to turn smoothly.

【0019】前記発進立坑10の突出部13上に架台4
7が仮設され、この架台47上に油圧ユニット48が設
置され、この油圧ユニット48は発進立坑10の内空間
におけるシールド掘削機械14より上部の上空間に位置
し、その油圧ユニット48と前記シリンダ等の油圧アク
チュエータ間に油圧ホース49がそれぞれ接続されてお
り、ラジコン用発信機50よりの制御信号によって油圧
ユニット48に設けた操作弁を切換えて各油圧アクチュ
エータに圧油を供給するようにしてある。
On the projecting portion 13 of the starting shaft 10, a pedestal 4 is mounted.
7 is temporarily installed, and a hydraulic unit 48 is installed on the pedestal 47. The hydraulic unit 48 is located in the upper space above the shield excavating machine 14 in the inner space of the starting shaft 10, and the hydraulic unit 48 and the cylinders and the like are provided. The hydraulic hoses 49 are respectively connected between the hydraulic actuators, and the control valve provided from the radio transmitter 50 is used to switch the operation valve provided in the hydraulic unit 48 to supply the pressure oil to each hydraulic actuator.

【0020】前記主フレーム20の上部幅方向両側寄り
にブラケット51が取付けられ、この各ブラケット51
にはチェーンブロックとチェーン等の長さ調整自在な索
条52の一端部が連結され、この索条52の他端部は前
記頭部16に取付けたブラケット53に連結されて主フ
レーム20を頭部16側に引き寄せ支持できるようにし
てある。
Brackets 51 are attached to both sides of the main frame 20 in the upper width direction.
A chain block and one end of a length adjustable wire 52 such as a chain are connected to the other end, and the other end of the length 52 is connected to a bracket 53 attached to the head 16 so as to move the main frame 20 to the head. The portion 16 side can be pulled and supported.

【0021】次に発進立坑10の坑壁11を破砕する作
業を説明する。シールド掘削機械14を発進立坑10内
の発進用架台15上に組立・設置して頭部16と坑壁1
1との間に隙間L2 を形成してある。
Next, the operation of crushing the pit wall 11 of the starting shaft 10 will be described. The shield excavating machine 14 is assembled / installed on the starting stand 15 in the starting shaft 10 to install the head 16 and the pit wall 1.
A gap L 2 is formed between the first and second portions.

【0022】ブーム37、アーム39、ブラケット41
を旋回フレーム33側に揺動して破砕作業機45を折り
畳み姿勢とし、接地板23、支持板26,30を収縮さ
せる。
Boom 37, arm 39, bracket 41
Is swayed to the side of the revolving frame 33 to bring the crushing work machine 45 into a folded posture, and the ground plate 23 and the support plates 26, 30 are contracted.

【0023】この状態で主フレーム20を地上よりクレ
ーン等で吊り上げて前記隙間L2 より吊り下げて底壁1
2上に仮置きする。この時、主フレーム20は厚さが小
さく、破砕作業機45は折り畳まれているから破砕機全
体の主フレーム20厚さ方向の寸法が小さく、前述の隙
間L2 が小さくともシールド掘削機械14の頭部16と
坑壁11との間に吊り下げて設置できる。
In this state, the main frame 20 is hoisted from the ground by a crane or the like and hoisted from the gap L 2 to make the bottom wall 1
Temporarily place it on 2. At this time, since the main frame 20 has a small thickness and the crushing machine 45 is folded, the size of the entire crusher in the thickness direction of the main frame 20 is small, and even if the above-mentioned gap L 2 is small, It can be hung and installed between the head 16 and the pit wall 11.

【0024】架台47を設け、その架台47上に油圧ユ
ニット48を設置し、電源を接続すると共に、油圧ホー
ス49を接続して破砕機を運転可能な状態とする。
A pedestal 47 is provided, a hydraulic unit 48 is installed on the pedestal 47, a power source is connected, and a hydraulic hose 49 is connected so that the crusher can be operated.

【0025】仮置きした破砕機を吊り上げた状態で下部
アウトリガ24の接地板23を伸縮すると共に、上部、
下部支持機構31,27の支持板30,26を伸縮して
シールド掘削機械14の中心14aと旋回フレーム33
の旋回中心33aが一致するようにして破砕機を据付
け、索条52をブラケット51とブラケット53に連結
してその長さを短かくして主フレーム20を頭部16側
に引き寄せて上部・下部支持機構31,27の支持板3
0,26とともによって主フレーム20が転倒しないよ
うに支持する。
The grounding plate 23 of the lower outrigger 24 is expanded and contracted while the temporarily placed crusher is lifted,
The support plates 30 and 26 of the lower support mechanisms 31 and 27 are expanded and contracted to extend the center 14a of the shield excavating machine 14 and the swing frame 33.
The crusher is installed so that the turning centers 33a of the two are coincident with each other, and the rope 52 is connected to the bracket 51 and the bracket 53 so that the length thereof is shortened and the main frame 20 is pulled toward the head 16 side to support the upper and lower supporting mechanisms. 31 and 27 support plates 3
The main frame 20 is supported by 0 and 26 so as not to fall.

【0026】ブーム37、アーム39、ブラケット41
を揺動して突出姿勢としながらブレーカ44を作動して
ブレーカ44で坑壁11の下方部分11aを打撃して破
砕する。
Boom 37, arm 39, bracket 41
While oscillating, the breaker 44 is actuated while projecting, and the lower part 11a of the mine wall 11 is struck and crushed by the breaker 44.

【0027】次に旋回モータ36を駆動して旋回フレー
ム33を少し旋回させて他の部分をブレーカ44で打撃
して破砕する。
Then, the turning motor 36 is driven to slightly turn the turning frame 33, and the other portion is hit by the breaker 44 to be crushed.

【0028】以後同様に坑壁11の下方部分11aを3
60度の範囲で破砕してシールド掘削機械14が通過で
きるようにする。この時、シールド掘削機械14の中心
14aと旋回フレーム33の旋回中心33aが一致して
いるから、旋回フレーム33を旋回して破砕することで
坑壁11の下方部分11aをシールド掘削機械14と同
芯状に破砕できる。
Thereafter, similarly, the lower part 11a of the mine wall 11 is 3
Crush in the range of 60 degrees to allow the shield excavating machine 14 to pass. At this time, since the center 14a of the shield excavating machine 14 and the revolving center 33a of the revolving frame 33 are coincident with each other, the lower part 11a of the pit wall 11 is made the same as the shield excavating machine 14 by revolving and crushing the revolving frame 33. Can be crushed into cores.

【0029】次に他の実施例を説明する。図4に示すよ
うに、アーム39を固定アーム39aに可動アーム39
bをシリンダ60により伸縮自在としてある。
Next, another embodiment will be described. As shown in FIG. 4, the arm 39 is attached to the fixed arm 39a and the movable arm 39
The cylinder b can be expanded and contracted.

【0030】図5に示すように、主フレーム20を固定
フレーム20aに可動フレーム20bを伸縮自在に連結
したものとしてある。
As shown in FIG. 5, the main frame 20 is connected to the fixed frame 20a and the movable frame 20b is extendably and contractably connected.

【0031】前述のようにすれば、ブレーカ44の動作
可能範囲が広くなるので、坑壁11の破砕する部分の大
きさが大きくなるから、シールド掘削機械の大きさに対
応した破砕ができて汎用性が向上するし、吊り下げる時
には全体をコンパクトにできる。
According to the above, since the operable range of the breaker 44 is widened, the size of the crushing portion of the mine wall 11 is large, so that the crushing can be performed in accordance with the size of the shield excavating machine. The performance is improved and the whole can be made compact when hanging.

【0032】[0032]

【発明の効果】破砕作業機45を折り畳み姿勢とすると
共に、支持板を主フレーム20側に移動することで主フ
レーム20の一側・他側方向の寸法が小さくなり、発進
立坑10の立壁11とシールド掘削機械14の頭部16
との隙間が小さくともその隙間に設置できる。支持機構
の支持板を突出して頭部16に接した状態で破砕作業機
45を突出姿勢として旋回フレーム33を旋回すること
で坑壁11を破砕できるし、その時の破砕反力をシール
ド掘削機械14の頭部16により支持できる。したがっ
て、シールド掘削機械14の頭部16と坑壁11との間
の小さな隙間を設置して坑壁11を機械的に破砕でき
る。
EFFECTS OF THE INVENTION By moving the crushing machine 45 to the folding posture and moving the support plate to the main frame 20 side, the dimension of the main frame 20 in one side and the other side direction is reduced, and the standing wall 11 of the starting shaft 10 is reduced. And the head 16 of the shield excavator 14
Even if the gap between and is small, it can be installed in that gap. The mine wall 11 can be crushed by turning the turning frame 33 with the crushing work machine 45 in the projecting posture while the supporting plate of the support mechanism is protruding and in contact with the head 16, and the crushing reaction force at that time can be crushed. It can be supported by the head 16. Therefore, the mine wall 11 can be mechanically crushed by providing a small gap between the head 16 of the shield excavating machine 14 and the mine wall 11.

【0033】請求項2によれば、下部アウトリガ24の
接地板23を上下に移動することで主フレーム20の設
置高さを調整できるので、旋回フレーム33の旋回中心
とシールド掘削機械14の中心を一致させることができ
る。
According to the second aspect, since the installation height of the main frame 20 can be adjusted by moving the ground plate 23 of the lower outrigger 24 up and down, the turning center of the turning frame 33 and the center of the shield excavating machine 14 can be adjusted. Can be matched.

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

【図1】従来の坑壁破砕作業を示す断面図である。FIG. 1 is a cross-sectional view showing a conventional mine wall crushing work.

【図2】本発明の第1実施例を示す破砕機全体の側面図
である。
FIG. 2 is a side view of the entire crusher showing the first embodiment of the present invention.

【図3】本発明の第1実施例を示す破砕機全体の正面図
である。
FIG. 3 is a front view of the entire crusher showing the first embodiment of the present invention.

【図4】破砕作業機の第2実施例を示す側面図である。FIG. 4 is a side view showing a second embodiment of the crushing work machine.

【図5】主フレームの第2実施例を示す正面図である。FIG. 5 is a front view showing a second embodiment of the main frame.

【符号の説明】[Explanation of symbols]

10…発進立坑 11…坑壁 14…シールド掘削機械 16…頭部 20…主フレーム 23…接地板 24…下部アウトリガ 26…支持板 27…下部支持機構 30…支持板 31…上部支持機構 32…旋回機構 33…旋回フレーム 37…ブーム 39…アーム 41…ブラケット 44…ブレーカ。 10 ... Start shaft 11 ... Well wall 14 ... Shield excavation machine 16 ... Head 20 ... Main frame 23 ... Ground plate 24 ... Lower outrigger 26 ... Support plate 27 ... Lower support mechanism 30 ... Support plate 31 ... Upper support mechanism 32 ... Revolving Mechanism 33 ... Revolving frame 37 ... Boom 39 ... Arm 41 ... Bracket 44 ... Breaker.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 主フレーム20の一側面側に旋回フレー
ム33を水平軸回りに旋回自在に取付け、この旋回フレ
ーム33に、破砕装置を備えた破砕作業機45を、旋回
フレーム33に接近した折り畳み姿勢と旋回フレーム3
3より突出した突出姿勢に亘って移動自在に取付け、 前記主フレーム20の他側面側に水平方向に移動自在な
る支持板を備えた支持機構を取付けたことを特徴とする
発進立坑の坑壁破砕機。
1. A slewing frame 33 is attached to one side surface of a main frame 20 so as to be rotatable about a horizontal axis, and a crushing work machine 45 equipped with a crushing device is attached to the slewing frame 33 so as to fold it close to the slewing frame 33. Posture and swivel frame 3
3 is movably mounted in a projecting posture projecting from No. 3, and a supporting mechanism having a horizontally movable supporting plate is mounted on the other side surface of the main frame 20 to crush the shaft wall of the starting shaft. Machine.
【請求項2】 前記主フレーム20の下部に接地板23
を上下動自在とした下部アウトリガ24を取付けた請求
項1記載の発進立坑の坑壁破砕機。
2. A ground plate 23 is provided under the main frame 20.
The shaft crusher for a starting shaft according to claim 1, further comprising a lower outrigger 24 which is movable up and down.
JP21086994A 1994-09-05 1994-09-05 Shaft wall breaker in start shaft Pending JPH0874492A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21086994A JPH0874492A (en) 1994-09-05 1994-09-05 Shaft wall breaker in start shaft

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21086994A JPH0874492A (en) 1994-09-05 1994-09-05 Shaft wall breaker in start shaft

Publications (1)

Publication Number Publication Date
JPH0874492A true JPH0874492A (en) 1996-03-19

Family

ID=16596455

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21086994A Pending JPH0874492A (en) 1994-09-05 1994-09-05 Shaft wall breaker in start shaft

Country Status (1)

Country Link
JP (1) JPH0874492A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021014751A (en) * 2019-07-16 2021-02-12 株式会社奥村組 Tunnel excavation method
JP2022118274A (en) * 2019-07-16 2022-08-12 株式会社奥村組 tunnel excavation method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021014751A (en) * 2019-07-16 2021-02-12 株式会社奥村組 Tunnel excavation method
JP2022118274A (en) * 2019-07-16 2022-08-12 株式会社奥村組 tunnel excavation method

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