JPS6123115Y2 - - Google Patents

Info

Publication number
JPS6123115Y2
JPS6123115Y2 JP1980015742U JP1574280U JPS6123115Y2 JP S6123115 Y2 JPS6123115 Y2 JP S6123115Y2 JP 1980015742 U JP1980015742 U JP 1980015742U JP 1574280 U JP1574280 U JP 1574280U JP S6123115 Y2 JPS6123115 Y2 JP S6123115Y2
Authority
JP
Japan
Prior art keywords
pin
bucket
bracket
hydraulic
pin hole
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
JP1980015742U
Other languages
Japanese (ja)
Other versions
JPS56121798U (en
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 filed Critical
Priority to JP1980015742U priority Critical patent/JPS6123115Y2/ja
Publication of JPS56121798U publication Critical patent/JPS56121798U/ja
Application granted granted Critical
Publication of JPS6123115Y2 publication Critical patent/JPS6123115Y2/ja
Expired legal-status Critical Current

Links

Landscapes

  • Shovels (AREA)

Description

【考案の詳細な説明】 本考案は油圧式パワーシヨベルに装着してトン
ネル工事に於ける掘削面にモルタルを吹きつける
シヨツトクリートアタツチメントに関するもので
ある。
[Detailed Description of the Invention] The present invention relates to a shotcrete attachment that is attached to a hydraulic power shovel and sprays mortar onto an excavated surface during tunnel construction.

トンネル工事に於いて坑道を掘削した後恒久的
にライニングを施すまでの間、掘面の土砂や岩石
の崩落を防ぐために、セメント、細骨材、および
水の混合材を圧縮空気で吹きつけるシヨツトクリ
ート工法が近年広く行われ、該工法に於ける作業
者の労力を軽減すると共に安全かつ高能率な施工
を計るための装置が種々案出されている。
During tunnel construction, a system in which a mixture of cement, fine aggregate, and water is sprayed with compressed air is used to prevent soil and rock from collapsing on the excavation surface after the shaft has been excavated and until it is permanently lined. The Yotsutocrete construction method has been widely used in recent years, and various devices have been devised to reduce the labor of workers in this construction method and to ensure safe and highly efficient construction.

すなわち、第1図に示す例の如く吹付ノズル1
を取りつけた油圧式操作装置2をクローラドリル
3のさく岩機取付台4に固設したシヨツトクリー
ト機械や、第2図に示した例の如く吹付ノズル1
を取りつけた油圧式操作装置2′を、一般運送用
車両5の荷台上に架装したジブ6によつて支承さ
れるプラツトホーム7上に固設したシヨツトクリ
ート機械などが実用に供され、それぞれ、それ以
前の手持式の施工に比して省力・安全・高能率で
あり、トンネル工事技術の進歩に貢献した。然し
その後トンネル工事の一層の大規模化に伴つて次
のような不具合を生じている。
That is, as in the example shown in FIG.
A shotcrete machine, in which the hydraulic operating device 2 with which the hydraulic operating device 2 is attached is fixedly installed on the rock drill mount 4 of the crawler drill 3, or the spray nozzle 1 as shown in the example shown in FIG.
A shotcrete machine, etc., in which a hydraulic operating device 2' equipped with a hydraulic operating device 2' is fixed on a platform 7 supported by a jib 6 mounted on the loading platform of a general transportation vehicle 5, has been put into practical use. It was labor-saving, safer, and more efficient than the previous hand-held construction method, and contributed to the advancement of tunnel construction technology. However, as the scale of tunnel construction became even larger, the following problems arose.

すなわち、トンネル掘削断面が大きくなり天井
が高くなつてきたので、これに伴つてシヨツトク
リート機械もノズルを支承する腕が長く、作業範
囲が広く、而も作動の軽快敏速なものであること
が強く要望されてきた。
In other words, as tunnel excavation cross-sections have become larger and ceilings have become higher, shotcrete machines have had to have longer arms to support the nozzle, a wider working range, and light and quick operation. It has been strongly requested.

一方、トンネル工事の切羽付近は作業面積が狭
隘で、各種の重機類を同時に稼動せしめ難く、充
分の待機場所も設け難い上に、後方基地への機器
類の移動、交替を行うことも容易ではない。この
ため専用機としてのシヨツトクリート機械を従来
以上に大型化することは重機類運営管理上の観点
から強い制約を受けざるを得ない実情である。
On the other hand, the work area near the face of tunnel construction is narrow, making it difficult to operate various types of heavy machinery at the same time, making it difficult to provide sufficient waiting areas, and making it difficult to move and replace equipment to rear bases. do not have. For this reason, increasing the size of a special-purpose shotcrete machine more than ever is subject to strong restrictions from the viewpoint of heavy machinery operation and management.

本考案は叙上の事情に鑑みて為されてもので、
大断面トンネル等に於ける高所の施工が容易で、
かつ他の作業用アタツチメントと容易に交換する
ことができ、また待機中に大きい場所を占めるこ
とのないシヨツトクリートアタツチメントを提供
することを目的とする。
This idea was made in view of the circumstances mentioned above,
Easy construction in high places such as large cross-section tunnels,
To provide a shot cleat attachment that can be easily replaced with other work attachments and does not occupy a large space during standby.

次に本考案の一実施例を示す第3図に基づいて
その構成を説明する。回転装置8は吹付ノズル1
を支承してこれを矢印A,B方向に回転させ、前
後進装置9は上記回転装置を支承してこれを矢印
C,D方向に前後進させ、旋回装置10は上記前
後進装置を支承してこれを矢印E,F方向に旋回
させることが出来るようになつており、これら回
転、前後進、旋回の各装置は周知の構造のもので
あつて、上記3装置が結合して油圧式操作装置2
を構成している。そして旋回装置10の背面には
後に詳述する取付ブラケツト11が固設されてい
て油圧式パワーシヨベルの作業装置であるバケツ
トと容易に交換できるようになつている。
Next, the structure of the present invention will be explained based on FIG. 3 showing an embodiment of the present invention. The rotating device 8 is the spray nozzle 1
The rotating device 9 supports the rotation device and rotates it in the directions of arrows A and B, the forward and backward movement device 9 supports the rotation device and moves it back and forth in the directions of arrows C and D, and the swing device 10 supports the forward and backward movement device. This device can be rotated in the directions of arrows E and F, and each device for rotation, forward/backward movement, and turning is of a well-known structure, and the above three devices are combined to perform hydraulic operation. Device 2
It consists of A mounting bracket 11, which will be described in detail later, is fixed to the back of the swing device 10 so that it can be easily replaced with a bucket, which is a working device for a hydraulic power shovel.

油圧式パワーシヨベルのバケツト装置は一般に
第4図に示すごとくアーム12の先端部がバケツ
ト14に固設されたブラケツト15に係合し、同
ブラケツトに穿設された支点ピン孔16をアーム
の先端部に形成された支点ピン孔13と同一軸心
に揃えて支点ピン17を挿通することにより、ア
ームに対してバケツトを傾動自在に枢支すると共
に、バケツトシリンダ18によつて傾動せしめら
れるレバー19に係着された駆動杆20の先端に
設けられた駆動ピン孔21をブラケツト15に穿
設された駆動ピン孔22と同一軸心に揃えて駆動
ピン23の挿通係着するようになつている。この
構造は油圧力によつてバケツトを支点ピン17の
回りに傾動せしめたり、また一定の姿勢に保持し
たりすることができ、而も作業条件に応じて用意
された各種のバケツト(図示せず)と容易に交換
できるように作成されたものである。
As shown in FIG. 4, in the bucket belt device of a hydraulic power shovel, generally, the tip of an arm 12 engages with a bracket 15 fixed to a bucket 14, and a fulcrum pin hole 16 bored in the bracket is inserted into the tip of the arm. By inserting the fulcrum pin 17 so as to be aligned with the fulcrum pin hole 13 formed in the fulcrum pin hole 13 formed in the fulcrum pin hole 13 formed in the fulcrum pin hole 13, the bucket can be pivotably supported relative to the arm, and the lever 19 can be tilted by the bucket cylinder 18. A drive pin hole 21 provided at the tip of a drive rod 20 engaged with the bracket 15 is aligned with the same axis as a drive pin hole 22 formed in the bracket 15, and a drive pin 23 is inserted and engaged therein. . With this structure, the bucket can be tilted around the fulcrum pin 17 or held in a fixed position using hydraulic pressure. ) was created so that it could be easily replaced.

前記の油圧式操作装置に固設されたブラケツト
11(第3図)には、バケツトに固設されたブラ
ケツト15(第4図)の支点ピン孔16と同径の
支点ピン孔16′,16′が2ケ穿設され、またバ
ケツトに固設されたブラケツト15の駆動ピン孔
22と同径の駆動ピン孔22′,22′が2ケ設け
られている。そしてバケツトのブラケツト15の
支点ピン孔16と同駆動ピン孔22との間隔を
L1とし、油圧式操作装置のブラケツトの2ケの
支点ピン孔16′,16′と2ケの駆動ピン孔2
2′,22′と計4ケのピン孔のうち何れか2ケの
組合せによる間隔を第3図に示した如く、L2
L3,L4およびL5とし、これらの各間隔寸法の大
小関係は、 L1≒L2<L3<L4<L5 となるように作られてなる。
The bracket 11 (Fig. 3) fixed to the hydraulic operating device has fulcrum pin holes 16' and 16 having the same diameter as the fulcrum pin hole 16 of the bracket 15 (Fig. 4) fixed to the bucket. Two drive pin holes 22', 22' having the same diameter as the drive pin hole 22 of the bracket 15 fixed to the bucket are also provided. Then, the distance between the fulcrum pin hole 16 of the bucket bracket 15 and the drive pin hole 22 is determined.
L 1 , two fulcrum pin holes 16', 16' of the bracket of the hydraulic operating device and two drive pin holes 2.
As shown in Fig. 3, the distance between any two of the four pin holes (2', 22') is L 2 ,
L 3 , L 4 , and L 5 are defined, and the size relationship of each of these spacing dimensions is made such that L 1 ≈L 2 <L 3 <L 4 <L 5 .

本考案は以上のように構成されているので、油
圧式パワーシヨベルに装着されたバケツト14は
次記の手順によつて吹付ノズルを支承した油圧式
操作装置2と、迅速・容易に換装し得る。
Since the present invention is constructed as described above, the bucket belt 14 attached to the hydraulic power shovel can be quickly and easily replaced with the hydraulic operating device 2 supporting the spray nozzle by the following procedure.

抜止具24による係止を解いて支点ピン17
を抜去する。同様にして駆動ピン23も抜去す
る。
Release the lock by the stopper 24 and remove the fulcrum pin 17.
Remove. The drive pin 23 is also removed in the same way.

アーム12の先端部をバケツトのブラケツト
15から離脱せしめ、油圧式操作装置のブラケ
ツト11に係合せしめる。
The tip of the arm 12 is separated from the bracket 15 of the bucket and engaged with the bracket 11 of the hydraulic operating device.

2ケの支点ピン孔16′,16′のうち任意の
ピン孔をアームピン孔13に合わせて支点ピン
17を貫通し、抜止具24を施す。同様に駆動
ピン孔21を駆動ピン孔22′,22′のうち任
意のピン孔に合わせて駆動ピン23を貫通し、
抜止具25を施す。
An arbitrary pin hole among the two fulcrum pin holes 16', 16' is aligned with the arm pin hole 13, and the fulcrum pin 17 is penetrated, and a retainer 24 is applied. Similarly, align the drive pin hole 21 with any one of the drive pin holes 22' and 22', and pass the drive pin 23 through it.
Apply the stopper 25.

このようにして油圧式パワーシヨベルに吹付ノ
ズルを支承した油圧式操作装置2を装着すると、
バケツトシリンダ18を伸縮操作することによつ
て油圧式操作装置2は支点ピン17を中心として
矢印G,H方向に上下傾動せしめ得るようにな
る。この際、ブラケツト11に各2ケづつ穿設さ
れた支点ピン孔16′,16′と、駆動ピン孔2
2′,22′との内、いずれの各1ケを選ぶかによ
つて支点ピン17と駆動ピン23との間隔はL2
寸法からL5寸法までの間で4段階に変化させる
ことができる。
When the hydraulic operating device 2 supporting the spray nozzle is installed on the hydraulic power shovel in this way,
By expanding and contracting the bucket cylinder 18, the hydraulic operating device 2 can be tilted up and down in the directions of arrows G and H about the fulcrum pin 17. At this time, the fulcrum pin holes 16' and 16', two each drilled in the bracket 11, and the drive pin hole 2
The distance between the fulcrum pin 17 and the drive pin 23 is L 2 depending on which one of the pins 2' and 22' is selected.
It can be changed in 4 steps from the dimension to the L5 dimension.

このピン間隔を、バケツト装置におけるピン間
隔L1とほぼ等しいL2寸法として場合は、バケツ
トシリンダ18の伸縮に伴つて油圧式操作装置2
は、油圧式パワーシヨベルに於けるバケツト傾動
角とほぼ等しい角度だけ上下傾動する。またピン
間隔をL3,L4,L5のように順次大きくすると、
これに従つて油圧操作装置2の上下傾動角は小さ
くなり、その代り上下傾動の微操作性が良くな
る。
If this pin spacing is set to a dimension L2 that is approximately equal to the pin spacing L1 in the bucket device, the hydraulic operating device 2
tilts up and down by an angle approximately equal to the bucket tilting angle of a hydraulic power shovel. Also, if the pin spacing is increased sequentially like L 3 , L 4 , L 5 ,
Accordingly, the vertical tilting angle of the hydraulic operating device 2 becomes smaller, and the fine operability of the vertical tilting becomes better instead.

シヨツトクリート工法に於ける吹付ノズル支承
部分の上下傾動所要角は一般に油圧式パワーシヨ
ベルのバケツト傾動角(約130度)に比して遥か
に小さく、またシヨツトクリート作業に於いては
シヨベル作業よりも高い傾動操作精度が要求さ
れ、その程度は作業条件によつて変化する。従つ
て本考案を応用した場合、作業条件に適したピン
間隔を選ぶようにし、また稼動中に作業条件が変
化したならば、これに応じてピン間隔を調節する
ように支点ピン17および駆動ピン23の脱着操
作を行つて、常に最適の傾動特性でシヨツトクリ
ート作業を迅速・容易に行うことができる。
The required vertical tilting angle of the spray nozzle support in the shotcrete construction method is generally much smaller than the bucket tilting angle of a hydraulic power shovel (approximately 130 degrees); High precision in tilting operation is also required, and the degree of precision varies depending on the working conditions. Therefore, when the present invention is applied, the fulcrum pin 17 and the drive pin should be selected so as to select a pin spacing suitable for the working conditions, and if the working conditions change during operation, the pin spacing should be adjusted accordingly. By performing 23 attachment/detachment operations, shotcrete work can be performed quickly and easily with the optimal tilting characteristics.

第5図は他の実施例を示す。油圧式操作装置2
に固設されたブラケツト26には1ケの支点ピン
孔16′と2ケの駆動ピン孔22′,22′とが穿
設されているが、その他に2ケのレベル用ピン孔
27,27が設けられてている。この実施例は第
6図に示したレベリング装置付の油圧式パワーシ
ヨベルのブバケツト28と換装して用いるように
作られたものである。
FIG. 5 shows another embodiment. Hydraulic operating device 2
One fulcrum pin hole 16' and two driving pin holes 22', 22' are drilled in the bracket 26 fixedly installed in the bracket 26, and in addition, two level pin holes 27, 27 are bored. is provided. This embodiment is designed to be used as a replacement for the bucket belt 28 of a hydraulic power shovel equipped with a leveling device shown in FIG.

上記レベリング装置は、バケツト28を支点ピ
ン17′の回りに傾動させるバケツトシリンダ1
8′の他にレベルシリンダ29が設けられ、同シ
リンダのピストンロツド先端をリンク30および
レベル用ピン孔31を介してバケツト28に固設
したブラケツト32に係着されている。前記レベ
ルシリンダ29は、バケツトシリンダ18′用油
圧回路、アーム33を作動させるアームシリンダ
34用油圧回路、およびブーム35を作動させる
ブームシリンダ(図示せず)用油圧回路と、電磁
制御装置(図示せず)を介して連通されており、
このレベルシリンダ29とバケツトシリンダ1
8′とは相互に均衡しつつアーム33やブーム3
5の作動に連通して、アーム33が水平面に対し
て為す角θが変化してもバケツト28は地面に対
してほぼ一定の傾角に保つようになつているもの
である。このレベリング装置付油圧式パワーシヨ
ベル(第6図)に於いては、支点ピン17′、駆
動ピン23′、およびレベル用ピン31を脱着す
ることによつて、バケツト28と第5図に示した
本考案に係る装置とを迅速・容易に換装すること
ができ、換装後を吹付ノズル1を支承した油圧式
操作装置2がバケツトシリンダ18′の伸縮操作
によつて上下傾動され、2ケの駆動ピン孔22′
の内何れを選ぶかによつてその傾動可能角度範囲
と微操作性とを調節し得ることについては前例
(第3図)と同様である。
The leveling device includes a bucket cylinder 1 that tilts the bucket 28 around a fulcrum pin 17'.
In addition to 8', a level cylinder 29 is provided, and the tip of the piston rod of the cylinder is connected to a bracket 32 fixed to the bucket 28 through a link 30 and a level pin hole 31. The level cylinder 29 includes a hydraulic circuit for the bucket cylinder 18', a hydraulic circuit for the arm cylinder 34 that operates the arm 33, a hydraulic circuit for the boom cylinder (not shown) that operates the boom 35, and an electromagnetic control device (not shown). (not shown),
This level cylinder 29 and bucket cylinder 1
8' and the arm 33 and boom 3 while being mutually balanced.
5, even if the angle θ that the arm 33 makes with respect to the horizontal plane changes, the bucket bag 28 is kept at a substantially constant inclination angle with respect to the ground. In this hydraulic power shovel with a leveling device (Fig. 6), by removing and attaching the fulcrum pin 17', drive pin 23', and leveling pin 31, the bucket belt 28 and the book shown in After the replacement, the hydraulic operation device 2 supporting the spray nozzle 1 is tilted up and down by the expansion and contraction operation of the bucket cylinder 18', and the two drive units can be quickly and easily replaced with the device according to the invention. Pin hole 22'
As in the previous example (FIG. 3), the tiltable angle range and fine operability can be adjusted by selecting one of the above.

なお、この場合、レベルシリンダ29はバケツ
トシリンダ18′の伸縮に連動して、同シリンダ
の作動を妨げないように伸縮する。
In this case, the level cylinder 29 expands and contracts in conjunction with the expansion and contraction of the bucket cylinder 18' so as not to interfere with the operation of the bucket cylinder 18'.

本考案を応用すると以上詳述した作用により、
油圧式パワーシヨベルのバケツトと、シヨツトク
リートアタツチメントとを迅速・容易かつ安全に
換装することができるので、従前の各種シヨツト
クリート機に比して作業範囲の広大な油圧式パワ
ーシヨベルのバケツト支持機構をそのまま利用し
て、大断面トンネル工事等に於ける高所の吹付作
業を容易に、かつ高能率で施工することができ
る。その上バケツト作業中取り外してあるシヨツ
トクリート用アタツチメント部分(第3図、又は
第5図に示した部分)は従前の吹付専用機に比し
て遥かに小型軽量であり、またシヨツトクリート
作業中取り外しておくバケツト部分の重量・容積
は油圧式パワーシヨベル全体の内の極小部分に過
ぎないことから、これらの待機保管には大きい場
所を要せず、運搬も軽便である。このために、狭
隘なトンネル工事の切羽作業場に於ける施工機械
の運営管理が著しく容易になる。而も支点ピンと
駆動ピンとの間隔を任意に選定することによつて
作業条件に最適の傾動特性でシヨツトクリート施
工が可能となり、作業能率および施工精度が向上
するなどの多くの実用的効果を生じる。
When this invention is applied, due to the effects detailed above,
The bucket belt of a hydraulic power shovel and the shot cleat attachment can be quickly, easily, and safely replaced, so the bucket can be used to support a hydraulic power shovel with a wider range of work than previous shot crete machines. By using the mechanism as is, spraying work in high places such as large-section tunnel construction can be carried out easily and with high efficiency. Furthermore, the shotcrete attachment part (the part shown in Figure 3 or Figure 5), which is removed during bucketing work, is much smaller and lighter than previous spray-only machines; Since the weight and volume of the bucket part that is removed is only a small part of the entire hydraulic power shovel, it does not require a large space for standby storage and is easy to transport. For this reason, operation and management of construction machines in a narrow tunnel work face workshop is significantly facilitated. Furthermore, by arbitrarily selecting the distance between the fulcrum pin and the drive pin, shotcrete construction can be performed with tilting characteristics that are optimal for the working conditions, resulting in many practical effects such as improved work efficiency and construction accuracy. .

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

第1図および第2図は従来一般に用いられてい
るシヨツトクリート機械を示す外観図、第3図は
本考案の一実施例の斜視図、第4図は油圧式パワ
ーシヨベルのバケツト装置を示す分解斜視図、第
5図は他の実施例の正面図、第6図はレベリング
装置を備えた油圧式パワーシヨベルのバケツト操
作機構の外観図である。 1……吹付ノズル、2……油圧式操作装置、1
1,26……ブラケツト、13,16,16′…
…支点ピン孔、17……支点ピン、21,22…
…駆動ピン孔、23……駆動ピン、27……レベ
ル用ピン孔、31……レベル用ピン。
Figures 1 and 2 are external views showing a shotcrete machine commonly used in the past, Figure 3 is a perspective view of an embodiment of the present invention, and Figure 4 is an exploded view of a bucket cleat device for a hydraulic power shovel. FIG. 5 is a front view of another embodiment, and FIG. 6 is an external view of a bucket operating mechanism of a hydraulic power shovel equipped with a leveling device. 1... Spray nozzle, 2... Hydraulic operating device, 1
1, 26... Bracket, 13, 16, 16'...
...Fulcrum pin hole, 17...Fulcrum pin, 21, 22...
...Driving pin hole, 23...Driving pin, 27...Level pin hole, 31...Level pin.

Claims (1)

【実用新案登録請求の範囲】 (1) シヨツトクリート吹付ノズル1を支承してこ
れに回転、前後進などの作動を行わせる油圧式
操作装置2に、パワーシヨベルのアーム12の
先端部と係合するバケツト11を固設し、この
ブラケツトにパワーシヨベルのブラケツト支点
ピン17に係合すべき支点ピン孔16′、およ
びバケツト駆動ピン23に係合すべき駆動ピン
孔22′を穿設すると共に、該支点ピン孔1
6′と駆動ピン22′の双方もしくは何れか一方
の孔数を少なくとも2以上穿設し、双方のピン
孔16′,22′のうち何れか2個の組合わせに
より前記双方のピン間隔を数段階に調整可能な
ことを特徴とする油圧式パワーシヨベル用シヨ
ツトクリートアタツチメント。 (2) 前記支点ピン孔16′および少なくとも2以
上の駆動ピン孔22′を穿設したブラケツト2
6に、レベリング装置付油圧式パワーシヨベル
のレベル用ピン31に係合すべきレベル用ピン
孔27を少なくとも2以上穿設したことを特徴
とする実用新案登録請求の範囲第1項に記載の
油圧式パワーシヨベル用シヨツトクリートアタ
ツチメント。
[Scope of Claim for Utility Model Registration] (1) A hydraulic operating device 2 that supports the shot cleat spray nozzle 1 and causes it to rotate, move forward and backward, etc. is engaged with the tip of the arm 12 of the power shovel. A bucket belt 11 is fixedly installed, and a fulcrum pin hole 16' to be engaged with the bracket fulcrum pin 17 of the power shovel and a drive pin hole 22' to be engaged with the bucket drive pin 23 are bored in this bracket. Fulcrum pin hole 1
At least two or more holes are drilled in both or either of the pin holes 16' and the driving pin 22', and the distance between the two pins is determined by a combination of any two of the pin holes 16' and 22'. A shot cleat attachment for hydraulic power shovels that is adjustable in stages. (2) A bracket 2 having the fulcrum pin hole 16' and at least two drive pin holes 22'.
6, the hydraulic type according to claim 1 of the utility model registration claim, characterized in that at least two or more leveling pin holes 27 to be engaged with the leveling pin 31 of the hydraulic power shovel with a leveling device are bored. Shot cleat attachment for power shovels.
JP1980015742U 1980-02-09 1980-02-09 Expired JPS6123115Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1980015742U JPS6123115Y2 (en) 1980-02-09 1980-02-09

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1980015742U JPS6123115Y2 (en) 1980-02-09 1980-02-09

Publications (2)

Publication Number Publication Date
JPS56121798U JPS56121798U (en) 1981-09-17
JPS6123115Y2 true JPS6123115Y2 (en) 1986-07-10

Family

ID=29612182

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1980015742U Expired JPS6123115Y2 (en) 1980-02-09 1980-02-09

Country Status (1)

Country Link
JP (1) JPS6123115Y2 (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS543347A (en) * 1977-06-10 1979-01-11 Taisei Corp Remoteecontrolled machine for blowing concrete
JPS5432986A (en) * 1977-08-19 1979-03-10 Seiko Instr & Electronics Ltd Semiconductor device

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS49114701U (en) * 1973-01-23 1974-10-01

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS543347A (en) * 1977-06-10 1979-01-11 Taisei Corp Remoteecontrolled machine for blowing concrete
JPS5432986A (en) * 1977-08-19 1979-03-10 Seiko Instr & Electronics Ltd Semiconductor device

Also Published As

Publication number Publication date
JPS56121798U (en) 1981-09-17

Similar Documents

Publication Publication Date Title
GB2072547A (en) Mobile boring apparatus
US4098538A (en) Earth working machine having independent tools and roof engaging bridge
US4808061A (en) Single arm backhoe
JPS6359000B2 (en)
JPS6123115Y2 (en)
US11131111B2 (en) Mast coupling assembly for a mobile drilling machine
JPH0312944B2 (en)
JP2709913B2 (en) Drilling machine
JP3844166B2 (en) Slope drilling machine and slope drilling method
JP7090859B1 (en) Work vehicle
KR20180056244A (en) Construction Equipment with Pivot Cabin
JPH0791193A (en) Tunnel construction work device and method
JPH01295991A (en) Multi-purpose civil working mechanism
JPH076194B2 (en) Rotational reaction force removing device for casing driver
US11085246B2 (en) Assist cylinder for negative angle drilling mast
JP2005188157A (en) Bucket turning angle adjusting device of hydraulic excavator
JPH05256090A (en) Tunnel excavation method
JP2969328B2 (en) Crane truck with drilling device
JPH0452273Y2 (en)
JP2001049685A (en) Blade device for hydraulic shovel
PL88646B1 (en)
JPH07166789A (en) High lift work vehicle for earth drill
JP3450117B2 (en) Drilling equipment for excavators
JPH1088955A (en) Guide dump locking device
JP2002147162A (en) Caisson type pile excavator