JPS6343554B2 - - Google Patents

Info

Publication number
JPS6343554B2
JPS6343554B2 JP12231983A JP12231983A JPS6343554B2 JP S6343554 B2 JPS6343554 B2 JP S6343554B2 JP 12231983 A JP12231983 A JP 12231983A JP 12231983 A JP12231983 A JP 12231983A JP S6343554 B2 JPS6343554 B2 JP S6343554B2
Authority
JP
Japan
Prior art keywords
gantry
right frame
frame structures
rear lower
beams
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
JP12231983A
Other languages
Japanese (ja)
Other versions
JPS6016693A (en
Inventor
Toshiharu Saegusa
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.)
Tobishima Corp
Original Assignee
Tobishima 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 Tobishima Corp filed Critical Tobishima Corp
Priority to JP12231983A priority Critical patent/JPS6016693A/en
Publication of JPS6016693A publication Critical patent/JPS6016693A/en
Publication of JPS6343554B2 publication Critical patent/JPS6343554B2/ja
Granted legal-status Critical Current

Links

Description

【発明の詳細な説明】 本発明はトンネル掘削断面に適応する複数台の
さく岩機をガントリの前面に装備したドリルジヤ
ンボに関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a drilling jumbo equipped with a plurality of rock drills adapted to a tunnel excavation cross section on the front side of a gantry.

従来、アーチ形ガントリの前面にさく岩機を装
備したドリルジヤンボは、そのアーチ形ガントリ
の大きさ、すなわち幅員と高さがトンネルの内空
断面に適合する所定の寸法に固定的に設計され、
したがつて大断面のトンネル用のものを小断面の
トンネルで使用することはできないとともに、反
対に小断面のトンネル用のものを大断面のトンネ
ルで使用するにはさく岩機の数や装備位置がその
大きな掘削断面に適合しないものであつた。
Conventionally, a drilling jumbo equipped with a rock drill in front of an arched gantry is fixedly designed so that the size of the arched gantry, that is, the width and height, matches the internal cross section of the tunnel.
Therefore, it is not possible to use a rock drill for large cross-section tunnels in a small cross-section tunnel, and conversely, it is difficult to use a rock drill for small cross-section tunnels in a large cross-section tunnel due to the number of rock drills and equipment location. However, it was not suitable for the large excavation cross section.

本発明ドリルジヤンボは、かかる欠点を解消す
ることを目的とし、ガントリをその幅員及び高さ
の調整自在な構造とすることにより、大断面のト
ンネルでも、また小断面のトンネルでも自由に使
用できるようにしたものである。
The purpose of the drill jumbo of the present invention is to eliminate such drawbacks, and by making the gantry have a structure that allows its width and height to be freely adjusted, it can be used freely in tunnels with both large and small cross sections. This is what I did.

以下これを図示の実施例について詳述する。 This will be explained in detail below with reference to the illustrated embodiment.

a,a′はガントリAを構成する左右枠構体、
1,1′,2,2′は左右枠構体a,a′の角形鋼管
製の前後支柱で、これらの支柱1と2、1′と
2′の間に側枠板3,3′を架設している。4は各
支柱1,1′,2,2′にその下側より挿入した角
形鋼管製の支持脚で、各支柱に内装した油圧シリ
ンダ5のロツド5′の先端を連結している。
a, a' are left and right frame structures that constitute gantry A;
1, 1', 2, 2' are the front and rear struts made of square steel pipes of the left and right frame structures a, a', and the side frame plates 3, 3' are erected between these struts 1 and 2, 1' and 2'. are doing. Reference numeral 4 denotes a support leg made of a square steel tube inserted into each support column 1, 1', 2, 2' from below, and connects the tip of the rod 5' of a hydraulic cylinder 5 installed in each support column.

b,b′はへ字形に成形した角形鋼管製の左右ア
ーム6,6′,7,7′で構成した伸縮自在な前後
上梁で、これらは、上記側枠板3,3′の上面前
後に設立され、左アーム6,7の水平部分を右ア
ーム6′,7′の水平部分にそれぞれ挿入し、かつ
これらのアーム6と6′、7と7′の各間に油圧シ
リンダ8を内装している。すなわち、油圧シリン
ダ8はその基端を右アーム6′,7′内に、またロ
ツド8′の先端を左アーム6,7内に連結してい
る。
b, b' are telescopic front and rear upper beams composed of left and right arms 6, 6', 7, and 7' made of rectangular steel tubes formed in a F-shape, and these are attached to the front and back of the upper surfaces of the side frame plates 3 and 3'. The horizontal parts of the left arms 6 and 7 are inserted into the horizontal parts of the right arms 6' and 7', respectively, and a hydraulic cylinder 8 is installed between each of these arms 6 and 6' and 7 and 7'. are doing. That is, the base end of the hydraulic cylinder 8 is connected to the right arms 6', 7', and the tip of the rod 8' is connected to the left arms 6, 7.

c,c′は、角形鋼管製の外筒10,10′と、
その両側に挿入した同じく角形鋼管製の内筒11
,112,111′,112′とからなる前後下梁で、
外筒10,10′にそれぞれ2台内装した油圧シ
リンダ12のロツド12′の先端を上記の内筒1
1,112,111′,112′に連結している。
c and c' are outer cylinders 10 and 10' made of square steel pipes,
Inner cylinder 11 also made of square steel pipe inserted on both sides
1 , 11 2 , 11 1 ′, 11 2 ′ with front and rear lower beams,
The tips of the rods 12' of the hydraulic cylinders 12, which are installed in two of the outer cylinders 10 and 10', are connected to the inner cylinder 1 described above.
1 1 , 11 2 , 11 1 ', and 11 2 '.

前下梁cは内筒111により側枠板3′の下面前
端部であつて支柱1′に近接するところに、また
後下梁c′は内筒111′により側枠板3の下面端部
であつて支柱2に近接するところにそれぞれ水平
回動自在に取り付けられている。すなわち、前下
梁cは側枠板3′の下面に沿いそれに平行する収
納位置(第1,3図実線)と、側枠板3の下面前
端部であつて支柱1に近接するところに内筒11
を置き、側枠板3,3′に直交する跨架位置(第
1,3図鎖線、第4図)との間において水平回動
自在であり、また後下梁c′は、側枠板3の下面に
沿いそれに平行する収納位置(第1,3図実線)
と、側枠板3′の下面後端部であつて支柱2′に近
接するところに内筒112′を置き、側枠板3,
3′に直交する跨架位置との間において水平回動
自在であり、かつ、これら前後下梁c,c′を上記
収納位置及び跨架位置に係脱自在にするために、
側枠板3,3′あるいは支柱1,2′の所定位置
に、前後下梁c,c′の内筒112,112′を受入し
てこれを係止し、またその係止を解除して離脱さ
せる適宜の係脱手段(図示していない)を装備し
てある。
The front lower beam c is connected to the lower front end of the side frame plate 3' by the inner cylinder 11 1 and close to the column 1', and the rear lower beam c' is connected to the lower surface of the side frame plate 3 by the inner cylinder 11 1 '. They are each attached to the end portions close to the support column 2 so as to be horizontally rotatable. That is, the front lower beam c has a storage position along and parallel to the lower surface of the side frame plate 3' (solid line in Figures 1 and 3), and an internal position at the front end of the lower surface of the side frame plate 3 close to the column 1. Cylinder 11
2 and the straddle position perpendicular to the side frame plates 3 and 3' (dashed line in Figures 1 and 3, Figure 4). Storage position along and parallel to the bottom surface of plate 3 (solid line in Figures 1 and 3)
Then, the inner cylinder 11 2 ' is placed at the rear end of the lower surface of the side frame plate 3' and close to the column 2', and the side frame plate 3,
In order to be able to freely rotate horizontally between the straddle position perpendicular to 3', and to enable these front and rear lower beams c and c' to be freely engaged and detached from the storage position and the straddle position,
The inner cylinders 11 2 , 11 2 ′ of the front and rear lower beams c, c′ are received and locked in predetermined positions of the side frame plates 3, 3′ or columns 1, 2 ′, and the locks are released. Appropriate engagement and disengagement means (not shown) are provided for the release.

13は前後下梁c,c′の下面、さらに正確には
外筒10,10′の下面に軸支した車輪、14は
前後上梁b,b′間に跨架した連結杆である。
Reference numeral 13 designates a wheel pivotally supported on the lower surfaces of the front and rear lower beams c and c', more precisely, the lower surface of the outer cylinders 10 and 10', and 14 represents a connecting rod that spans between the front and rear upper beams b and b'.

B,B′は左右枠構体a,a′の前面すなわち支柱
1,1′の前面に突設したステー15,15′に対
し上下、左右回動自在に取り付けたさく岩機であ
る。
B and B' are rock drills that are attached to stays 15 and 15' that protrude from the front surfaces of the left and right frame structures a and a', that is, the front surfaces of the columns 1 and 1', so as to be rotatable vertically and horizontally.

上記構成の本発明ドリルジヤンボを、大断面の
トンネルLにおいて使用するには、第1〜3図の
ように、油圧シリンダ8のロツド8′の伸張によ
り、その前後上梁b,b′の左右のアーム6,6′,
7,7′が伸張しているにより左右枠構体a,
a′の間隔が広くなつている状態、すなわちガント
リAが拡幅状態であつて、かつ、ロツド5′の伸
張により、支柱1,1′,2,2′の各支持脚4が
伸張している状態、すなわち該ガントリAを背高
の状態にした、大断面のトンネルLの内空断面に
適合した使用状態とする。このとき、前後下梁
c,c′は側枠板3,3′の下面に沿いそれに平行
な収納位置に係止しておくもので、これにより、
ずり運搬車等を、前後下梁c,c′に邪魔されるこ
となくレール16,16上に自由に走行させ所定
の作業を実施できる。
In order to use the drill jumbo of the present invention having the above configuration in a tunnel L having a large cross section, as shown in FIGS. 1 to 3, by extending the rod 8' of the hydraulic cylinder 8, arms 6, 6',
7, 7' are extended, the left and right frame structures a,
In a state where the distance between a' is widened, that is, the gantry A is in an expanded state, and each support leg 4 of the struts 1, 1', 2, and 2' is extended by the extension of the rod 5'. In other words, the gantry A is in a tall state, and is used in a state that is suitable for the inner cross-section of the tunnel L, which has a large cross-section. At this time, the front and rear lower beams c and c' are locked in storage positions parallel to the lower surfaces of the side frame plates 3 and 3'.
A shear truck or the like can freely run on the rails 16, 16 without being obstructed by the front and rear lower beams c, c' to carry out predetermined work.

この使用状態のドリルジヤンボを、トンネルL
内で移動するには、上記収納位置の前後下梁c,
c′を側枠板3,3′に直交する跨架位置に回動し
(第3図鎖線)、各支持脚4を短縮して車輪13,
13をレール16,16に載せるとともに、左右
枠構体a,a′の間隔を縮めて、ガントリAを縮
幅、背低状態にし(第4図)、この状態で、所望
の位置に前進あるいは後退させればよい。したが
つて、このドリルジヤンボのトンネルL内での移
動はそのトンネルLの幅員、高さ等を気にするこ
となく簡単にでき、特にトンネルLが1部におい
て小さい内空断面を有しているときにも、その移
動が可能なものである。
Tunnel L
To move within the storage position, press the front and rear lower beams c,
c' is rotated to the straddling position perpendicular to the side frame plates 3, 3' (dashed line in Figure 3), each support leg 4 is shortened, and the wheels 13,
13 on the rails 16, 16, and shorten the distance between the left and right frame structures a, a' to reduce the width and lower the gantry A (Fig. 4). In this state, move it forward or backward to the desired position. Just let it happen. Therefore, this drill jumbo can be easily moved within the tunnel L without worrying about the width, height, etc. of the tunnel L, especially since the tunnel L has a small inner cross section in one part. Sometimes, the movement is possible.

この縮幅、背低状態のドリルジヤンボを拡幅、
背高の使用状態にするには、まず、左右枠構体
a,a′の間隔を、前後上梁b,b′及び前後下梁
c,c′を伸張することにより拡げるとともに、各
支持脚4を油圧シリンダ5により降下接地させ、
引き続きその油圧シリンダ5によりガントリA全
体を持ち上げ、かつ、これにより前後下梁c,
c′とともに車輪13,13をレール16,16か
ら離隔浮上させ、前後下梁c,c′を前記直交跨架
位置から平行収納位置に回動しそこに係止すれば
よい(第1〜3図)。
This width reduction, widening of the low drill jumbo,
In order to use the height, first widen the distance between the left and right frame structures a and a' by extending the front and rear upper beams b and b' and the front and rear lower beams c and c', and also extend each support leg 4. is lowered to the ground by hydraulic cylinder 5,
Subsequently, the entire gantry A is lifted by the hydraulic cylinder 5, and the front and rear lower beams c,
The wheels 13, 13 are floated away from the rails 16, 16 along with c', and the front and rear lower beams c, c' are rotated from the orthogonal straddling position to the parallel storage position and locked there (first to third figure).

また、本発明ドリルジヤンボを、小断面のトン
ネルSにおいて使用するには、第4図の縮幅、背
低状態であつて、かつ前後下梁c,c′を直交跨架
位置とし車輪13,13をレール16,16に載
せている状態において、各支持脚4を油圧シリン
ダ5により降下接地させたのち、その油圧シリン
ダ5でガントリA全体を、車輪13,13がレー
ル16,16から離隔浮上する状態に持ち上げ、
前後下梁c,c′を側枠板3,3′に平行な収納位
置に係止すればよく、これにより、レール16,
16上にずり運搬車等を自由に走行させて所定の
作業を実施できる。
In addition, in order to use the drill jumbo of the present invention in a tunnel S with a small cross section, it is necessary to reduce the width and lower the height as shown in FIG. 13 is placed on the rails 16, 16, each support leg 4 is lowered to the ground by the hydraulic cylinder 5, and then the hydraulic cylinder 5 lifts the entire gantry A so that the wheels 13, 13 are separated from the rails 16, 16. Lift it to a state where
It is sufficient to lock the front and rear lower beams c, c' in the storage position parallel to the side frame plates 3, 3', and thereby the rails 16,
A shear truck or the like can freely run on the 16 to carry out predetermined work.

上記において、前後下梁c,c′は、水平回動自
在とし、特に収納位置を側枠板3,3′の下面に
沿う位置としたが、これを起伏回動自在として、
収納位置を側枠板3,3′に沿つて起立する位置
としてもよい。また、上下梁b,b′,c,c′の伸
縮及び支持脚4の伸縮には油圧シリンダに限らず
空気圧シリンダあるいはその他適宜の機械的伸縮
手段を採用することができる。
In the above, the front and rear lower beams c and c' are horizontally rotatable, and in particular, the storage position is along the lower surface of the side frame plates 3 and 3'.
The storage position may be a position standing up along the side frame plates 3, 3'. Further, for the expansion and contraction of the upper and lower beams b, b', c, and c' and for the expansion and contraction of the support legs 4, it is possible to employ not only a hydraulic cylinder but also a pneumatic cylinder or other appropriate mechanical expansion and contraction means.

以上詳述したところから明らかなように、本発
明ドリルジヤンボは、そのガントリの幅員を伸縮
自在な前後上梁と前後下梁とによつて自由に拡縮
できるとともに、その高さも伸縮自在な支持脚に
よつて自由に伸縮し、トンネル断面の大小に適合
する大きさに調整して使用できる。特に、前後下
梁は、これらを左右枠構体に沿う収納位置に回動
変位しておくことができるので、ずり運搬車等の
通過に支障を来たすようなことがない。また、前
後下梁は跨架状態時下面に車輪を軸支しているの
で、ジヤンボ全体の前進、後退に便利であるのに
くわえ、その車輪は、ガントリの特に高さ調整時
すなわち支持脚の伸縮時に、そのガントリ全体を
一時的に支持するのに役立つものである。
As is clear from the detailed description above, the drilling jumbo of the present invention allows the width of the gantry to be freely expanded and contracted by the front and rear upper beams and the front and rear lower beams, and the height of the gantry can also be adjusted by the support legs. It can be used by adjusting the size to suit the size of the tunnel cross section. In particular, since the front and rear lower beams can be rotated to storage positions along the left and right frame structures, they do not interfere with the passage of shear vehicles and the like. In addition, since the front and rear lower beams have wheels pivoted on their lower surfaces when they are straddled, they are convenient for moving the whole jumbo forward and backward. This serves to temporarily support the entire gantry during expansion and contraction.

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

図面は本発明ドリルジヤンボの実施例を示すも
ので、第1図は側面図、第2図は平面図、第3,
4図はガントリの正面図である。 B,B′……さく岩機、A……ガントリ、a,
a′……枠構体、b,b′……前後上梁、c,c′……
前後下梁、13……車輪、1,1′,2,2′……
支柱、4……支持脚。
The drawings show an embodiment of the drill jumbo of the present invention, in which Fig. 1 is a side view, Fig. 2 is a plan view, Fig. 3 is a side view, and Fig. 2 is a plan view.
Figure 4 is a front view of the gantry. B, B'...rock drill, A...gantry, a,
a'... Frame structure, b, b'... Front and rear upper beams, c, c'...
Front and rear lower beams, 13... Wheels, 1, 1', 2, 2'...
Pillar, 4...Support leg.

Claims (1)

【特許請求の範囲】[Claims] 1 複数台のさく岩機をガントリの前面に装備し
てなるドリルジヤンボにおいて、左右枠構体間に
伸縮自在な前後上梁を跨架するとともに、同左右
枠構体の一方に基端を枢支した伸縮自在な前後下
梁を、その左右枠構体に沿う収納位置と該左右枠
構体間に跨架する跨架位置との間において回動自
在にして設け、かつその前後下梁の跨架状態時下
面に車輪を軸支し、さらに、上記左右枠構体の前
後各支柱に支持脚を伸縮自在に装架して、上記ガ
ントリを構成したことを特徴とするドリルジヤン
ボ。
1 In a drill jumbo consisting of multiple rock drills equipped on the front of the gantry, a telescopic front and rear upper beam is straddled between the left and right frame structures, and the base end is pivoted to one of the left and right frame structures. A telescopic front and rear lower beam is provided so as to be rotatable between a storage position along the left and right frame structures and a straddling position spanning between the left and right frame structures, and when the front and rear lower beams are in a straddling state. A drill jumbo characterized in that the gantry is constructed by pivotally supporting a wheel on the lower surface, and further having supporting legs telescopically mounted on each of the front and rear columns of the left and right frame structures.
JP12231983A 1983-07-07 1983-07-07 Drill jambo Granted JPS6016693A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12231983A JPS6016693A (en) 1983-07-07 1983-07-07 Drill jambo

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12231983A JPS6016693A (en) 1983-07-07 1983-07-07 Drill jambo

Publications (2)

Publication Number Publication Date
JPS6016693A JPS6016693A (en) 1985-01-28
JPS6343554B2 true JPS6343554B2 (en) 1988-08-31

Family

ID=14833013

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12231983A Granted JPS6016693A (en) 1983-07-07 1983-07-07 Drill jambo

Country Status (1)

Country Link
JP (1) JPS6016693A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6027193U (en) * 1983-07-28 1985-02-23 古河鉱業株式会社 orbital jumbo
JPH0624472Y2 (en) * 1986-03-10 1994-06-29 株式会社奥村組 Traveling truck for tunnel construction
JP3400954B2 (en) * 1999-03-17 2003-04-28 佐藤工業株式会社 Mobile stage for tunnel reconstruction and tunnel reconstruction method using the same

Also Published As

Publication number Publication date
JPS6016693A (en) 1985-01-28

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