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JPS6344919B2 - - Google Patents
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JPS6344919B2 - - Google Patents

Info

Publication number
JPS6344919B2
JPS6344919B2 JP10386879A JP10386879A JPS6344919B2 JP S6344919 B2 JPS6344919 B2 JP S6344919B2 JP 10386879 A JP10386879 A JP 10386879A JP 10386879 A JP10386879 A JP 10386879A JP S6344919 B2 JPS6344919 B2 JP S6344919B2
Authority
JP
Japan
Prior art keywords
excavator
main body
section
excavator main
boring
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
Application number
JP10386879A
Other languages
Japanese (ja)
Other versions
JPS55136339A (en
Inventor
Yukio Futaki
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.)
Nippon Koki Co Ltd
Original Assignee
Nippon Koki Co 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 Nippon Koki Co Ltd filed Critical Nippon Koki Co Ltd
Priority to JP10386879A priority Critical patent/JPS55136339A/en
Publication of JPS55136339A publication Critical patent/JPS55136339A/en
Publication of JPS6344919B2 publication Critical patent/JPS6344919B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Description

【発明の詳細な説明】 本発明はトンネルなどの掘削機に関する。[Detailed description of the invention] The present invention relates to an excavator for tunnels and the like.

一般にトンネルの掘削を行うにあたり、切羽を
先進ボーリングマシンで所定の前進距離だけボー
リングしてから、その後に掘削機を作動させて切
羽の掘削を行うが、そのため掘削機は、大きな掘
削反力を支持しうるとともに機動性に富むことな
どが要求される。しかしながら、従来はかかる要
求を共に満足できる小型の掘削機がなく、本発明
はかかる問題を解決するために提案されたもの
で、コンパクトで機動性に富み、しかも発生騒音
の少ない掘削機を提供することを目的とする。
Generally, when excavating a tunnel, the face is bored by a predetermined forward distance using an advanced boring machine, and then the excavator is operated to excavate the face. Therefore, the excavator supports a large excavation reaction force. It is required to be able to move freely and to be highly maneuverable. However, in the past, there was no small excavator that could satisfy both of these requirements, and the present invention was proposed to solve these problems.It is an object of the present invention to provide an excavator that is compact, highly maneuverable, and generates little noise. The purpose is to

以下、本発明の実施例を図面にもとづいて説明
する。
Embodiments of the present invention will be described below based on the drawings.

第1図、第2図は装置全体をあらわし、図中1
0はレール式の掘削機本体を示し、その前端部に
は旋回台11に取付けたブラケツト12に、上下
回動自由にブーム部14が支持される。
Figures 1 and 2 show the entire device.
0 indicates a rail-type excavator main body, and a boom portion 14 is supported by a bracket 12 attached to a swivel table 11 at the front end of the excavator main body so as to be freely movable up and down.

カツタ13はブーム部14によつて回転自由に
支持され、切羽の掘削とスクリユー部15を介し
て掘削土砂のかき寄せを行う。
The cutter 13 is rotatably supported by a boom section 14, and excavates the face and scrapes excavated earth and sand through the screw section 15.

17はブーム部14の下方に配置したバケツト
部で、掘削土砂を回動翼18,18…でベルトコ
ンベヤ19に向けて集める。
Reference numeral 17 denotes a bucket section disposed below the boom section 14, which collects excavated earth and sand toward a belt conveyor 19 with rotary blades 18, 18, . . . .

コンベヤ19は掘削機本体10に取付けられ、
土砂を後方の運搬車などへ送り込む。
The conveyor 19 is attached to the excavator main body 10,
The earth and sand are sent to the rear transport vehicle.

20はブーム部14を上下させるための上下ジ
ヤツキであり、また21は旋回台11を左右に回
転させるためのジヤツキである。
20 is a vertical jack for moving the boom portion 14 up and down, and 21 is a jack for rotating the swivel base 11 left and right.

なお、23は掘削機本体10の下面に設けた移
動レール部で、車輪24,24を介して本体10
が着座する一方、移動シリンダ25の作動によつ
て掘削機本体10は移動レール部23上を前進移
動しうるようになつている。移動レール部23の
下面には掘削反力を受けるのに必要な突起(図示
せず)などを設ける。
In addition, 23 is a moving rail part provided on the lower surface of the excavator main body 10, and the main body 10 is moved through wheels 24, 24.
While the excavator body 10 is seated, the excavator main body 10 can move forward on the moving rail section 23 by operating the moving cylinder 25. The lower surface of the moving rail portion 23 is provided with a protrusion (not shown) necessary to receive the excavation reaction force.

掘削中はクランプシリンダ26を介してレバー
27により掘削機本体10を移動レール部23に
係止する。
During excavation, the excavator main body 10 is locked to the moving rail section 23 by the lever 27 via the clamp cylinder 26.

所定ストローク前進後は、掘削機本体に設けた
図示しない上下ジヤツキにより掘削機本体10を
支し上げておいて、移動レール部23を移動シリ
ンダ25により前方に引き寄せる。
After moving forward by a predetermined stroke, the excavator main body 10 is supported by a vertical jack (not shown) provided on the excavator main body, and the moving rail portion 23 is pulled forward by the moving cylinder 25.

なお、上記カツタブーム部14の側面にはカツ
タ13及びスクリユー部15と干渉することのな
いようにして、ボーリング装置30が着脱可能に
取付けられる。
Note that a boring device 30 is removably attached to the side surface of the cutter boom section 14 so as not to interfere with the cutter 13 and the screw section 15.

ボーリング時に回転するスピンドル34にチヤ
ツキングされるボーリングロツド43は次々と継
足されながら、先方へと送り込まれる。
The boring rod 43 chucked by the rotating spindle 34 during boring is added one after another and sent forward.

以上のように構成してあるので、掘削にあたり
まず先進ボーリングを行う場合は、カツタブーム
14を所定のボーリング方向(切羽側)に向けて
セツトしてから、ボーリング装置30に対して先
端にドリルをもつボーリングロツド43を取付け
る。そして図示しない油圧モータを駆動してボー
リングロツド43を回転しながら軸方向へと送り
込む。
With the above configuration, when performing advanced boring first during excavation, the cutter boom 14 is set in a predetermined boring direction (face side), and then the drill is attached to the tip of the boring device 30. Install the boring rod 43. Then, a hydraulic motor (not shown) is driven to rotate the boring rod 43 and feed it in the axial direction.

ボーリング作業を終了したら、次に掘削機本体
10のカツタ13により切羽の掘削を開始するの
であるが、このとき切羽断面が小さく作業に支障
があればボーリング装置30をブーム部14から
取り外して、後方へ格納する。
After the boring work is completed, the excavation of the face is started using the cutter 13 of the excavator main body 10. At this time, if the cross section of the face is small and hinders the work, the boring equipment 30 is removed from the boom section 14 and removed from the rear. Store in.

勿論、切羽断面が十分に大きく作業に支障のな
いときは、ボーリング装置30をブーム部14に
固定したままで掘削を行う。カツタ13が届く範
囲を掘削したら、掘削機本体10を前方へと移動
する。
Of course, when the cross section of the face is sufficiently large and there is no problem with the work, excavation is performed with the boring device 30 fixed to the boom section 14. After excavating within the reach of the cutter 13, the excavator main body 10 is moved forward.

この場合は、掘削中にレバー27を移動レール
部23に係合させて掘削反力を確保していたクラ
ンプシリンダ26を緩め、移動シリンダ25を伸
長させて移動レール部23に沿つて掘削機本体1
0を前進させる。
In this case, during excavation, the lever 27 is engaged with the movable rail section 23 to loosen the clamp cylinder 26 that secures the excavation reaction force, and the movable cylinder 25 is extended to move the excavator main body along the movable rail section 23. 1
Advance 0.

この移動は車輪24によりスムーズに行われ、
このようにして掘削機本体10を1ストロークだ
け移動したら、再びクランプシリンダ26によつ
てレバー27を移動レール部23に係合させ、掘
削反力を確保した上で掘削を行う。
This movement is carried out smoothly by wheels 24,
After the excavator main body 10 is moved by one stroke in this manner, the lever 27 is again engaged with the moving rail portion 23 by the clamp cylinder 26, and excavation is performed after ensuring the excavation reaction force.

その後、次の前進移動にあたり、こんどはレバ
ー27の移動レール部23への係合を解除し、次
いで図示しない上下ジヤツキにより掘削機本体1
0を移動レール部23から支し上げておき、移動
シリンダ25を収縮させれば、それほど重量のな
い移動レール部23は前方へ引き寄せられる。
Thereafter, for the next forward movement, the lever 27 is disengaged from the moving rail section 23, and then the excavator body 1 is moved by the vertical jack (not shown).
0 is supported from the moving rail section 23 and the moving cylinder 25 is contracted, the moving rail section 23, which is not very heavy, is pulled forward.

つまり、掘削時の反力は移動レール部23と接
地面との摩擦力にもとづくが、この反力支持時は
掘削機本体10の重量も作用するので、充分な摩
擦力を得ることができるのであり、これに反し
て、移動時は掘削機本体10と移動レール部23
を別々に動かすので、比較的容易に前進あるいは
後退が可能となるのである。
In other words, the reaction force during excavation is based on the frictional force between the movable rail section 23 and the ground surface, but when supporting this reaction force, the weight of the excavator main body 10 also acts, so a sufficient frictional force can be obtained. On the other hand, when moving, the excavator main body 10 and the moving rail section 23
Since they move separately, it is possible to move forward or backward relatively easily.

このようにして移動レール部23を前進させた
ならば、最初の説明と同様にして掘削機本体10
を移動レール部23にクランプして、先進ボーリ
ングなりカツタブーム部14による掘削などを行
う。
After moving the moving rail section 23 forward in this manner, the excavator main body 10 is moved forward in the same manner as in the first explanation.
is clamped to the movable rail section 23, and advanced boring or excavation by the cutter boom section 14 is performed.

このようにして本発明によれば、ボーリングと
掘削を交互にほぼ連続的に行い、高い掘削能率を
保つことができ、さらに、掘削機そのものは比較
的小型で機動性に富む一方で、十分な掘削反力を
確保できる利点がある。また、掘削機本体の移動
はレールと車輪及び油圧シリンダなどによつて比
較的静かに行うことができるのである。
In this way, according to the present invention, boring and excavation can be carried out alternately and almost continuously, maintaining high excavation efficiency.Furthermore, while the excavator itself is relatively small and highly maneuverable, This has the advantage of ensuring the excavation reaction force. Furthermore, the excavator main body can be moved relatively quietly using rails, wheels, hydraulic cylinders, and the like.

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

第1図は本発明の実施例の全体的側面図、第2
図は平面図である。 10…掘削機本体、13…カツタ、14…ブー
ム部、17…バケツト部、19…コンベヤ、23
…移動レール部、25…移動シリンダ、26…ク
ランプシリンダ、30…ボーリング装置、43…
ボーリングロツド。
FIG. 1 is an overall side view of an embodiment of the present invention, FIG.
The figure is a plan view. DESCRIPTION OF SYMBOLS 10... Excavator main body, 13... Cutter, 14... Boom part, 17... Bucket part, 19... Conveyor, 23
...Moving rail portion, 25...Moving cylinder, 26...Clamp cylinder, 30...Boring device, 43...
bowling rod.

Claims (1)

【特許請求の範囲】[Claims] 1 カツタブーム部を有する掘削機本体を移動レ
ール部に車輪を介して載置するとともに掘削機本
体をこの移動レール部に移動シリンダを介して移
動可能に連結し、掘削機本体と移動レール部との
間にクランプシリンダを介装して掘削機本体を移
動レール部に対して係脱可能となす一方、掘削機
本体を移動レール部から支し上げ可能な上下ジヤ
ツキを設けたことを特徴とする掘削機。
1. The excavator main body having a cutter boom section is placed on a movable rail section via wheels, and the excavator main body is movably connected to this movable rail section via a moving cylinder, and the excavator main body and the movable rail section are connected. An excavator characterized in that a clamp cylinder is interposed between the excavator body so that the excavator body can be engaged with and detached from the movable rail part, and a vertical jack that can support the excavator body from the movable rail part is provided. Machine.
JP10386879A 1979-08-15 1979-08-15 Excavator Granted JPS55136339A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10386879A JPS55136339A (en) 1979-08-15 1979-08-15 Excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10386879A JPS55136339A (en) 1979-08-15 1979-08-15 Excavator

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP4290379A Division JPS55136400A (en) 1979-04-09 1979-04-09 Excavator

Publications (2)

Publication Number Publication Date
JPS55136339A JPS55136339A (en) 1980-10-24
JPS6344919B2 true JPS6344919B2 (en) 1988-09-07

Family

ID=14365410

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10386879A Granted JPS55136339A (en) 1979-08-15 1979-08-15 Excavator

Country Status (1)

Country Link
JP (1) JPS55136339A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0233800U (en) * 1988-08-29 1990-03-02
JPH0317337A (en) * 1989-03-23 1991-01-25 Hiroshi Tajima Roof structure
JPH04247145A (en) * 1991-01-28 1992-09-03 Shikoku Chem Corp Closing type roof device

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0233800U (en) * 1988-08-29 1990-03-02
JPH0317337A (en) * 1989-03-23 1991-01-25 Hiroshi Tajima Roof structure
JPH04247145A (en) * 1991-01-28 1992-09-03 Shikoku Chem Corp Closing type roof device

Also Published As

Publication number Publication date
JPS55136339A (en) 1980-10-24

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