JPH0228646B2 - - Google Patents

Info

Publication number
JPH0228646B2
JPH0228646B2 JP58175929A JP17592983A JPH0228646B2 JP H0228646 B2 JPH0228646 B2 JP H0228646B2 JP 58175929 A JP58175929 A JP 58175929A JP 17592983 A JP17592983 A JP 17592983A JP H0228646 B2 JPH0228646 B2 JP H0228646B2
Authority
JP
Japan
Prior art keywords
rubble
leveling
head
impact
mound
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
JP58175929A
Other languages
Japanese (ja)
Other versions
JPS6070223A (en
Inventor
Kazuyoshi Nishi
Masaaki Fukuda
Nobuyuki Ishikawa
Makoto Komura
Shigeoki Oomata
Kaoru Sarazawa
Kazuyuki Nagafuchi
Kyoji Azeyanagi
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.)
Toa Corp
Original Assignee
Toa 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 Toa Corp filed Critical Toa Corp
Priority to JP17592983A priority Critical patent/JPS6070223A/en
Publication of JPS6070223A publication Critical patent/JPS6070223A/en
Publication of JPH0228646B2 publication Critical patent/JPH0228646B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D15/00Handling building or like materials for hydraulic engineering or foundations
    • E02D15/10Placing gravel or light material under water inasmuch as not provided for elsewhere

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • Underground Or Underwater Handling Of Building Materials (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、捨石マウンドの均し方法およびその
方法の実施に使用する荒均し用打撃ヘツドに関す
る。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a method for leveling a rubble mound and a striking head for rough leveling used in carrying out the method.

(従来技術) 地表または海底に多数の捨石を堆積してなる捨
石マウンドを均すには、従来、平底型の打撃ヘツ
ドを用い、この打撃ヘツドを幾度も上下動させて
捨石マウンド頂部に衝撃を与えることによつて行
つていた。
(Prior Art) Conventionally, in order to level a rubble mound made up of a large number of rubble piled up on the surface of the earth or on the seabed, a flat-bottomed striking head is used and the striking head is moved up and down many times to impact the top of the rubble mound. He did it by giving.

しかし平底型打撃ヘツドにより均す方法では、
捨石マウンドが鉛直方向の打撃力を受けるだけで
あり、このような打撃力では、捨石マウンド頂部
の起伏が大きい場合に、捨石マウンド頂部の捨石
を横方向に移動させるには不充分であるためマウ
ンド頂部の起伏を小さくすることができず、均し
効率は悪かつた。
However, in the method of leveling with a flat-bottomed striking head,
The rubble mound only receives impact force in the vertical direction, and such impact force is insufficient to move the rubble at the top of the rubble mound laterally when the top of the rubble mound has large undulations, so the mound It was not possible to reduce the unevenness of the top, and the leveling efficiency was poor.

(発明の目的) 本発明は上記問題を解決するためのものであ
り、まず捨石マウンド頂部の起伏を小さくする荒
均しを行い、ついで捨石マウンド頂部を平坦にす
る仕上げ均しを行うことにより効し効率の向上を
図つた捨石マウンドの均し方法およびその方法実
施に使用する荒均し用打撃ヘツドを提供すること
を目的とする。
(Object of the invention) The present invention is intended to solve the above problem, and is effective by first performing rough leveling to reduce the undulations of the top of the rubble mound, and then performing finish leveling to flatten the top of the rubble mound. An object of the present invention is to provide a method for leveling a rubble mound with improved efficiency and a striking head for rough leveling used in carrying out the method.

(発明の構成) かかる目的を達成するため、本発明の捨石マウ
ンドの均し方法は、荒均し用尖底型打撃ヘツドを
捨石マウンド頂部の捨石に進入させて捨石に横方
向および鉛直方向への移動力を与え、ついで前記
尖底型打撃ヘツドの底部を形成する斜辺板を強制
的に外方へ開いて前記捨石にさらに横方向への移
動力を与えて捨石マウンド頂部を均し、しかる後
に前記捨石マウンド頂部に仕上げ均し用平底型打
撃ヘツドにより鉛直方向の打撃力を与えて捨石マ
ウンド頂部を平坦にすることを特徴とする。
(Structure of the Invention) In order to achieve the above object, the method for leveling a rubble mound of the present invention includes a method for leveling a rubble mound in which a pointed-bottom type striking head for rough leveling is advanced into the rubble at the top of the rubble mound, and the rubble is moved horizontally and vertically into the rubble. Then, the diagonal plate forming the bottom of the point-shaped hitting head is forcibly opened outward to apply a further lateral movement force to the rubble to level the top of the rubble mound. The present invention is characterized in that the top of the rubble mound is then flattened by applying a vertical impact force to the top of the rubble mound using a flat-bottomed hitting head for finishing and leveling.

また上記方法実施に使用する本発明の荒均し用
打撃ヘツドは、捨石マウンド均し用衝撃発生装置
に取付けられる荒均し用打撃ヘツドであつて、前
記衝撃発生装置へ取付く基板と該基板から下方内
向きに傾斜して延びる斜面を有する底部とから成
り、前記底部は前記基板に対して回動自在に取付
く複数の斜辺板から形成され、かつ前記各斜辺板
は、駆動手段により強制的に外方へ開かれるよう
になつていることを特徴とする。
Further, the impact head for rough leveling of the present invention used to carry out the above method is a impact head for rough leveling that is attached to an impact generator for leveling rubble mounds, and includes a substrate that is attached to the impact generator, and a substrate that is attached to the impact generator. a bottom portion having an inclined surface extending downwardly and inwardly from the base plate, the bottom portion being formed of a plurality of hypotenuse plates rotatably attached to the substrate, and each of the hypotenuse plates being forced by a driving means. It is characterized by being opened outward.

なお、荒均し用打撃ヘツド底部の斜面の傾斜角
度は、捨石マウンド頂部の捨石層中にヘツド底部
が進入しやすく、かつ捨石に横方向への移動力を
付与するのに充分な角度とする。
The angle of inclination of the slope at the bottom of the impact head for rough leveling shall be an angle sufficient to allow the bottom of the head to easily penetrate into the rubble layer at the top of the rubble mound, and to provide lateral movement force to the rubble. .

(発明の実施例) 以下、本発明の実施例を図に従つて説明する。(Example of the invention) Embodiments of the present invention will be described below with reference to the drawings.

第1図ないし第3図に、本発明方法の実施に使
用する荒均し用尖底型打撃ヘツドの一例を示す。
この打撃ヘツド1は、後述する捨石マウンド均し
用の衝撃発生装置に取付けるための基板3の下側
に、くさび形状の底部を構成する一対の鋼製斜辺
板2,2を取付けた構成とされている。
1 to 3 show an example of a pointed impact head for rough leveling used in carrying out the method of the present invention.
This striking head 1 has a pair of steel hypotenuse plates 2, 2 forming a wedge-shaped bottom, attached to the lower side of a base plate 3 to be attached to an impact generating device for leveling rubble mounds, which will be described later. ing.

一対の斜辺板2,2はそれぞれ、基板3の下面
の両端側に突設したブラケツト4に軸5により枢
着されており、そして基板3とそれぞれの斜辺板
2との間に左右にそれぞれ2本懸架された油圧式
またはエア式シリンダ6の作動により外方に第2
図中二点鎖線に示すように両開き可能とされてい
る。各シリンダ6は、その一端を基板3下面中央
の2箇所に突設したブラケツト7のそれぞれに軸
8により枢着させ、他端を一対の斜辺板2の内側
に軸9により枢着させている。なお、一対の斜辺
板2,2が閉じたときの斜辺板2,2間の角度
は、図示例ではほぼ60゜とされているが、この角
度はこれに限定されるものではなく、捨石の大き
さに応じて捨石マウンドの捨石中に進入しやす
く、かつ捨石に横方向への移動力を付与するのに
充分な鋭角あるいは鈍角であつてもよい。また、
一対の斜辺板2,2のそれぞれにシリンダ6の代
りにワイヤーを取付け、ワイヤーの作用により一
対の斜辺板2,2を開閉させるようにしてもよ
い。
The pair of hypotenuse plates 2, 2 are each pivoted by a shaft 5 to a bracket 4 protruding from both ends of the lower surface of the board 3, and between the board 3 and each hypotenuse plate 2 there are two plates on the left and right, respectively. The second cylinder is moved outward by the operation of the main suspended hydraulic or pneumatic cylinder 6.
As shown by the two-dot chain line in the figure, it can be opened in both directions. Each cylinder 6 has one end pivotally connected by a shaft 8 to each of two brackets 7 protruding from the center of the lower surface of the board 3, and the other end pivotally connected to the inside of the pair of hypotenuse plates 2 by a shaft 9. . In addition, the angle between the hypotenuse plates 2, 2 when the pair of hypotenuse plates 2, 2 are closed is approximately 60° in the illustrated example, but this angle is not limited to this. Depending on the size, the angle may be acute or obtuse enough to allow easy entry into the rubble of the rubble mound and to impart lateral movement force to the rubble. Also,
A wire may be attached to each of the pair of hypotenuse plates 2, 2 instead of the cylinder 6, and the pair of hypotenuse plates 2, 2 may be opened and closed by the action of the wire.

図中、10は各斜辺板2を補強するためにその
外面に縦横に固着されたリブ、11は基板3に設
けられた後述の衝撃発生装置取付け用のボルト孔
である。
In the figure, reference numeral 10 denotes ribs fixed vertically and horizontally to the outer surface of each oblique side plate 2 to reinforce it, and reference numeral 11 denotes bolt holes provided in the substrate 3 for attaching an impact generator to be described later.

かかる構成の打撃ヘツド1は、第5図に示すよ
うに衝撃発生装置12の底板13に、基板3がボ
ルト締めされることにより取付けられるようにな
つている。
The impact head 1 having such a structure is attached to the bottom plate 13 of the impact generating device 12 by bolting the base plate 3, as shown in FIG.

また本発明の均し用打撃ヘツドは、第4図に示
すように角錘形状(ただし、裁頭型でもよい)の
底部を有する打撃ヘツド30であつてもよい。こ
の場合は、各斜面を回動可能として開閉できるよ
うにする。
Further, the leveling hitting head of the present invention may be a hitting head 30 having a pyramidal shape (although it may be truncated) as shown in FIG. In this case, each slope is made rotatable so that it can be opened and closed.

第6図には、本発明方法の仕上げ均しを行うた
めの平底型打撃ヘツド50を示す。
FIG. 6 shows a flat-bottom striking head 50 for performing the finish leveling process of the present invention.

この打撃ヘツド50は、その上面縁部に複数本
のガイドロツド51を植設しており、これらを、
衝撃発生装置12の底板13にボルト締めにより
取付けた支持板52の端部に設けたブツシユ53
にスプリング54を介して嵌挿し、ブツシユ53
から突出したガイドロツド51の外周にさらにス
プリング55を嵌め、このスプリング55をスト
ツパ56で押えその上からガイドロツド51上部
に形成したねじ部にナツト57を螺合してこれを
緊締することにより衝撃発生装置12に取付けら
れるようになつている。しかも打撃ヘツド50の
衝撃発生装置12への取付時に、支持板52の底
面中央部に固着した打撃ハンマー58を、打撃ヘ
ツド50上面に設けた中空枠59内に挿入し、蓋
60で覆つている。第6図、61は中空枠59内
に載置された木等の緩衝体である。
This striking head 50 has a plurality of guide rods 51 installed on its upper edge, and these are
A bush 53 provided at the end of a support plate 52 attached to the bottom plate 13 of the impact generator 12 by bolting.
into the bushing 53 via the spring 54.
A shock generating device is created by fitting a spring 55 around the outer periphery of the guide rod 51 protruding from the shock absorber, pressing the spring 55 with a stopper 56, and tightening the nut 57 by screwing the nut 57 onto the threaded portion formed on the upper part of the guide rod 51. It is designed to be attached to 12. Furthermore, when the striking head 50 is attached to the impact generating device 12, the striking hammer 58 fixed to the center of the bottom surface of the support plate 52 is inserted into a hollow frame 59 provided on the upper surface of the striking head 50, and is covered with a lid 60. . In FIG. 6, reference numeral 61 is a buffer made of wood or the like placed within the hollow frame 59.

次に、上記荒均し用打撃ヘツド1および仕上げ
均し用打撃ヘツド50を用いて実施する本発明方
法を述べる。
Next, the method of the present invention which is carried out using the rough leveling hitting head 1 and the finishing leveling hitting head 50 will be described.

まず第5図に示すように、図示を省略したクレ
ーンから延びるワイヤ62にシヨツクアブリーバ
63を介して吊り下げた衝撃発生装置12の下側
に、荒均し用打撃ヘツド1を取付け、一対の斜辺
板2,2を閉じた状態でワイヤ62を下げるとと
もに衝撃発生装置12を作動させて、打撃ヘツド
1を捨石マウンドM頂部の起伏部に上から進入さ
せる。この進入により打撃ヘツド1の周りの捨石
は一対の斜辺板2,2から横方向への力を受けて
わずか横移動し、これと同時に、捨石マウンドM
は鉛直方向の力を受けて予備的に締固めされる。
さらに油圧式またはエア式シリンダ6を作動さ
せ、打撃ヘツド1の一対の斜辺板2,2を図中二
点鎖線に示すように外方に両開きさせると、捨石
は一層倍加された横方向への力を受けて大きく横
方向に移動する。
First, as shown in FIG. 5, the impact head 1 for rough leveling is attached to the lower side of the impact generator 12, which is suspended via a shock breaker 63 from a wire 62 extending from a crane (not shown). With the hypotenuse plates 2, 2 closed, the wire 62 is lowered and the impact generator 12 is activated to cause the striking head 1 to enter the undulations at the top of the rubble mound M from above. Due to this approach, the rubble around the striking head 1 receives a lateral force from the pair of oblique plates 2, 2 and moves slightly laterally, and at the same time, the rubble mound M
is preliminarily compacted by vertical force.
Furthermore, when the hydraulic or pneumatic cylinder 6 is actuated to open the pair of hypotenuse plates 2, 2 of the striking head 1 outward as shown by the two-dot chain line in the figure, the rubble is further doubled in the horizontal direction. Moves horizontally in response to force.

このようにして打撃ヘツド1の進入を繰返して
行うと、捨石マウンドMの起伏部の捨石は順次横
移動し、捨石マウンドM頂部の起伏が小さくなつ
て、捨石マウンドMは荒均しされる。
When the striking head 1 is repeatedly advanced in this manner, the rubble on the undulating portions of the rubble mound M is sequentially moved laterally, the undulations at the top of the rubble mound M become smaller, and the rubble mound M is roughly leveled.

ついで、衝撃発生装置12の下側に取付けた仕
上げ均し用打撃ヘツド50を、第8図に示すよう
に、荒均しした捨石マウンドM上に置き、衝撃発
生装置12を作動させると衝撃発生装置12は縦
振動し、その下降時に支持板52に取付けた打撃
ハンマー53が緩衝体61に衝突し、その衝撃力
が打撃ヘツド50に伝わり、この打撃ヘツド50
からの打撃力が荒均しした捨石マウンドM頂部に
伝わる。
Next, as shown in FIG. 8, the impact head 50 for finish leveling attached to the lower side of the impact generating device 12 is placed on the roughly leveled rubble mound M, and when the impact generating device 12 is operated, an impact is generated. The device 12 vibrates vertically, and when it descends, the impact hammer 53 attached to the support plate 52 collides with the buffer body 61, and the impact force is transmitted to the impact head 50.
The impact force is transmitted to the top of the roughly leveled rubble mound M.

上記操作を繰返すことにより、捨石マウンドM
頂は平坦に均されていく。
By repeating the above operation, rubble mound M
The top is leveled out.

なお、上述の操作では、地表上での捨石マウン
ドを均す場合を述べたが、衝撃発生装置12の周
りにカバーを設けることにより、海底上での捨石
マウンドを均すこともできる。
In the above-described operation, a case has been described in which a rubble mound is leveled on the ground surface, but by providing a cover around the impact generator 12, a rubble mound on the seabed can also be leveled.

(発明の効果) 以上説明したように本発明方法によれば、起伏
の大きい捨石マウンド頂部での捨石に横方向の力
を与えて捨石を移動させ、捨石マウンド頂部の起
伏を小さくし、ついで鉛直方向に力を与えて捨石
マウンド頂部を所望の平坦な形に仕上げ均しを行
うので、鉛直方向への打撃力により仕上げ均しの
みを行つたいた従来の均し方法に比べ飛躍的に均
し効率を向上させることができた。また最初に荒
均し用尖底型打撃ヘツドを捨石マウンドに進入さ
せることにより、捨石に鉛直方向の移動力を付与
して予備的な締固めを行うことができ、仕上げ均
しの効率はより向上する。
(Effects of the Invention) As explained above, according to the method of the present invention, a lateral force is applied to the rubble at the top of the rubble mound with large undulations to move the rubble, reduce the undulation at the top of the rubble mound, and then vertically Since the top of the rubble mound is finished and leveled into the desired flat shape by applying force in the direction, the leveling is dramatically improved compared to the conventional leveling method that only finishes and leveled by applying impact force in the vertical direction. We were able to improve efficiency. In addition, by first entering the rough leveling point-type impact head into the rubble mound, it is possible to apply vertical movement force to the rubble and perform preliminary compaction, making the finishing leveling more efficient. improves.

また本発明方法の実施に使用する荒均し用打撃
ヘツドは、捨石マウンド頂部の捨石に横方向の移
動力を強制的に付与するのに最適な形状および構
造であるので、その使用により容易に捨石マウン
ド頂部の起伏を小さくすることができるという効
果を奏する。
In addition, the impact head for rough leveling used in carrying out the method of the present invention has an optimal shape and structure for forcibly applying lateral movement force to the rubble at the top of the rubble mound, so its use makes it easy to use. This has the effect of reducing the undulations at the top of the rubble mound.

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

第1図は本発明に係る荒均し用打撃ヘツドの一
の実施例を示す平面図、第2図は第1図のものを
示す正面図、第3図は第1図のものを示す側面
図、第4図は第1図とは異つた本発明に係る荒均
し用打撃ヘツドを示す斜視図、第5図は第1図の
ものを用いて本発明方法の荒均しを行う状態を示
す正面図、第6図は仕上げ均し用打撃ヘツドを用
いて本発明方法の仕上げ均しを行う状態を示す正
面図である。 1,20,30,40…荒均し用打撃ヘツド、
2…斜辺板(斜面)、3…基板(上部)、6…シリ
ンダ、12…衝撃発生装置、50…仕上げ均し用
打撃ヘツド、58…打撃ハンマー。
FIG. 1 is a plan view showing one embodiment of the rough leveling striking head according to the present invention, FIG. 2 is a front view showing the one in FIG. 1, and FIG. 3 is a side view showing the one in FIG. 1. 4 is a perspective view showing a rough leveling striking head according to the present invention, which is different from that shown in FIG. FIG. 6 is a front view showing a state in which finishing leveling is performed by the method of the present invention using a striking head for finishing leveling. 1, 20, 30, 40...Rough leveling hitting head,
2... Oblique plate (slope), 3... Base plate (upper part), 6... Cylinder, 12... Impact generating device, 50... Hitting head for finishing leveling, 58... Hitting hammer.

Claims (1)

【特許請求の範囲】 1 荒均し用尖底型打撃ヘツドを捨石マウンド頂
部の捨石に進入させて捨石に横方向および鉛直方
向への移動力を与え、ついで前記尖底型打撃ヘツ
ドの底部を形成する斜辺板を強制的に外方へ開い
て前記捨石にさらに横方向への移動力を与えて捨
石マウンド頂部を均し、しかる後に前記捨石マウ
ンド頂部に仕上げ均し用平底型打撃ヘツドにより
鉛直方向の打撃力を与えて捨石マウンド頂部を平
坦にすることを特徴とする捨石マウンドの均し方
法。 2 捨石マウンド均し用衝撃発生装置に取付けら
れる荒均し用打撃ヘツドであつて、前記衝撃発生
装置へ取付く基板と該基板から下方内向きに傾斜
して延びる斜面を有する底部とから成り、前記底
部は前記基板に対して回動自在に取付く複数の斜
辺板から形成され、かつ前記各斜辺板は、駆動手
段により強制的に外方へ開かれるようになつてい
ることを特徴とする荒均し用ヘツド。 3 前記底部がくさび形状である特許請求の範囲
第2項記載の荒均し用打撃ヘツド。 4 底部が角錘形状である特許請求の範囲第2項
記載の荒均し用打撃ヘツド。
[Claims] 1. A point-type impact head for rough leveling is advanced into the rubble at the top of the rubble mound to apply a moving force to the rubble in the lateral and vertical directions, and then the bottom of the point-type impact head is The slope plate to be formed is forcibly opened outward to give the rubble a further lateral movement force to level the top of the rubble mound, and then the top of the rubble mound is vertically leveled with a flat-bottom striking head for finishing and leveling. A method for leveling a rubble mound characterized by flattening the top of the rubble mound by applying a striking force in a certain direction. 2. A striking head for rough leveling that is attached to an impact generator for leveling rubble mounds, comprising a base plate that is attached to the impact generator and a bottom portion having a slope extending downwardly and inwardly from the base plate, The bottom portion is formed of a plurality of hypotenuse plates rotatably attached to the base plate, and each of the hypotenuse plates is forcibly opened outward by a driving means. Head for rough leveling. 3. The impact head for rough leveling according to claim 2, wherein the bottom portion is wedge-shaped. 4. The impact head for rough leveling according to claim 2, wherein the bottom portion is in the shape of a pyramid.
JP17592983A 1983-09-22 1983-09-22 Leveling of rubble mound and striking head for rough leveling Granted JPS6070223A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17592983A JPS6070223A (en) 1983-09-22 1983-09-22 Leveling of rubble mound and striking head for rough leveling

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17592983A JPS6070223A (en) 1983-09-22 1983-09-22 Leveling of rubble mound and striking head for rough leveling

Publications (2)

Publication Number Publication Date
JPS6070223A JPS6070223A (en) 1985-04-22
JPH0228646B2 true JPH0228646B2 (en) 1990-06-26

Family

ID=16004715

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17592983A Granted JPS6070223A (en) 1983-09-22 1983-09-22 Leveling of rubble mound and striking head for rough leveling

Country Status (1)

Country Link
JP (1) JPS6070223A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20130022404A1 (en) * 2011-07-21 2013-01-24 Norm Stinson Method and system for creating a flood barrier

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5117340A (en) * 1974-08-02 1976-02-12 Toray Industries Bokiniokeru suikanrihoho
JPS5612653A (en) * 1979-07-13 1981-02-07 Canon Inc Reader of both sides of original
JPS5726424B2 (en) * 1976-07-05 1982-06-04

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5941242Y2 (en) * 1980-07-21 1984-11-27 三菱重工業株式会社 Rubble foundation compaction and leveling equipment

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5117340A (en) * 1974-08-02 1976-02-12 Toray Industries Bokiniokeru suikanrihoho
JPS5726424B2 (en) * 1976-07-05 1982-06-04
JPS5612653A (en) * 1979-07-13 1981-02-07 Canon Inc Reader of both sides of original

Also Published As

Publication number Publication date
JPS6070223A (en) 1985-04-22

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