JPS6340897B2 - - Google Patents

Info

Publication number
JPS6340897B2
JPS6340897B2 JP12089081A JP12089081A JPS6340897B2 JP S6340897 B2 JPS6340897 B2 JP S6340897B2 JP 12089081 A JP12089081 A JP 12089081A JP 12089081 A JP12089081 A JP 12089081A JP S6340897 B2 JPS6340897 B2 JP S6340897B2
Authority
JP
Japan
Prior art keywords
pressure
low
plow
water
pressure jet
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
JP12089081A
Other languages
Japanese (ja)
Other versions
JPS5820839A (en
Inventor
Yasutoshi Takemoto
Tokio Ogura
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.)
Sumitomo Electric Industries Ltd
Original Assignee
Sumitomo Electric Industries 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 Sumitomo Electric Industries Ltd filed Critical Sumitomo Electric Industries Ltd
Priority to JP56120890A priority Critical patent/JPS5820839A/en
Publication of JPS5820839A publication Critical patent/JPS5820839A/en
Publication of JPS6340897B2 publication Critical patent/JPS6340897B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F5/00Dredgers or soil-shifting machines for special purposes
    • E02F5/02Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/10Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables
    • E02F5/104Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F5/00Dredgers or soil-shifting machines for special purposes
    • E02F5/02Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/10Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables
    • E02F5/104Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water
    • E02F5/106Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water using ploughs, coulters, rippers
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F5/00Dredgers or soil-shifting machines for special purposes
    • E02F5/02Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/10Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables
    • E02F5/104Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water
    • E02F5/107Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water using blowing-effect devices, e.g. jets

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Electric Cable Installation (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、海底ケーブル埋設機に関し、特に
埋設溝を連続的に掘削しながらその埋設溝に海底
ケーブルを布設する埋設機に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a submarine cable burying machine, and more particularly to a submarine cable burying machine that continuously excavates a burial trench and lays a submarine cable in the trench.

〔従来の技術〕[Conventional technology]

海底地盤は、軟土質、砂質、硬土質(N値が5
〜10程度)、硬粘土質(N値が20程度)、岩盤等
様々である。このような海底地盤をジエツト水に
より埋設溝を掘削しながら海底ケーブルを埋設す
る機械が、実公昭47−19599号公報に示されてい
る。この場合の埋設溝は、ソリ状の埋設機本体の
下面にジエツトノズルを設け、そのジエツトノズ
ルの後方に鋤を揺動自在に取付け、その鋤をシリ
ンダにより昇降させるようにしたものである。鋤
は岩盤等に遭遇した場合は、シリンダの作用によ
り埋設機本体内に押上げられるようになつてい
る。
The seabed soil has soft, sandy, and hard soil (N value is 5).
~10), hard clay (N value is around 20), bedrock, etc. A machine for burying a submarine cable while excavating a trench in the submarine ground using jet water is disclosed in Japanese Utility Model Publication No. 47-19599. In this case, the burying groove is constructed such that a jet nozzle is provided on the lower surface of the sled-shaped burying machine body, a plow is swingably attached behind the jet nozzle, and the plow is moved up and down by a cylinder. When the plow encounters rock or the like, it is pushed up into the burial machine body by the action of the cylinder.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

上記の公報にはジエツトノズルに供給する水圧
の切替えについては特に開示されていない。しか
し前述のように、海底地盤の土質は様々である。
一般に、軟土質、砂質では20Kg/cm2程度の低圧水
の洗い流しにより吹き飛ばすことが可能である
が、粘度質の場合でN値が10を越える程度になる
と、上記程度の低圧水では地盤を吹き飛ばすこと
はできない。
The above publication does not specifically disclose switching of the water pressure supplied to the jet nozzle. However, as mentioned above, the soil quality of the submarine ground varies.
In general, soft and sandy soils can be blown away by washing with low-pressure water of about 20 kg/ cm2 , but in the case of viscous soils and the N value exceeds 10, the above-mentioned low-pressure water can blow away the ground. You can't blow it away.

このためN値が高い場合のことを考えて、高圧
ジエツト水を用いることにした場合、高圧ジエツ
ト水は、水量が少ないため軟土質の吹き飛ばしが
効果的に行えない問題がある。
Therefore, if it is decided to use high pressure jet water in consideration of the case where the N value is high, there is a problem that the high pressure jet water cannot effectively blow away soft soil because the amount of water is small.

このため、海底地盤の土質を予め調査してお
き、刻々変化する土質に応じて低圧水と高圧水と
を切替えることが一応考えられるが、実際的でな
い。
For this reason, it may be possible to investigate the soil quality of the seabed in advance and switch between low-pressure water and high-pressure water depending on the ever-changing soil quality, but this is not practical.

そこで、この発明は、鋤にかかる抵抗を検知し
て、低圧水と高圧水を自動的に切替えて使用する
埋設機を提供することを目的とする。
Therefore, an object of the present invention is to provide a burying machine that detects the resistance applied to the plow and automatically switches between low-pressure water and high-pressure water.

〔問題点を解決するための手段〕[Means for solving problems]

上記の問題点を解決するために、この発明は埋
設機本体に揺動自在に取付けた鋤を油圧シリンダ
により支持した海底ケーブル埋設機において、上
記鋤に低圧ジエツトノズルを有する低圧ジエツト
水系と、高圧ジエツトノズルを有する高圧ジエツ
ト水系の2系統を設け、上記油圧シリンダに設け
た背圧検知装置の検知結果により上記2系統をい
ずれかに切替えて作動せしめる構成としたもので
ある。
In order to solve the above problems, the present invention provides a submarine cable burying machine in which a plow is swingably attached to the main body of the burying machine and is supported by a hydraulic cylinder. Two systems of high-pressure jet water systems are provided, and one of the two systems is switched to operate according to the detection result of a back pressure detection device provided in the hydraulic cylinder.

〔作 用〕[Effect]

油圧シリンダの背圧が低い間は低圧ジエツト水
系を作動せしめ、一定以上に背圧が高くなると高
圧ジエツト水系に切替える。再び背圧が低くなる
と、低圧ジエツト水系に切替える。
The low pressure jet water system is operated while the back pressure of the hydraulic cylinder is low, and when the back pressure rises above a certain level, the system switches to the high pressure jet water system. When the back pressure becomes low again, switch to the low pressure jet water system.

〔実施例〕〔Example〕

第1図は埋設機10と作業台船11を示してい
る。埋設機10の本体12は左右のソリ部13を
連結軸14,14′等により一体に連結してなる
ものであり、各ソリ部13にバラストタンク15
を取付け、上記の連結軸14′に3本の連続溝掘
削装置、即ち鋤16を揺動自在に取付けてある。
各鋤16は、それぞれ対応して設けられた油圧シ
リンダ17により、上下方向に揺動できるように
支持されている。また各鋤16の上端開放部に
は、ケーブルガイド桶18が設けられており、各
桶18にケーブルガイド管19が導入されてい
る。またバランスタンク15の上部には掘削用低
圧水発生のための海中ポンプ20が設けられてい
る。
FIG. 1 shows a burying machine 10 and a work barge 11. The main body 12 of the burying machine 10 is made up of left and right sled parts 13 connected together by connecting shafts 14, 14', etc., and each sled part 13 is equipped with a ballast tank 15.
, and three continuous groove excavators, ie, plows 16, are swingably attached to the connecting shaft 14'.
Each plow 16 is supported by a correspondingly provided hydraulic cylinder 17 so as to be able to swing vertically. Further, a cable guide tub 18 is provided at the open upper end of each plow 16, and a cable guide pipe 19 is introduced into each tub 18. Further, an underwater pump 20 for generating low-pressure water for drilling is provided above the balance tank 15.

なお、図示の埋設装置はケーブルaを3本埋設
する場合について示しているが、それ以下又はそ
れ以上の数のケーブルを埋設する場合についても
ほぼ同様に構成される。
Although the illustrated burying device is shown for the case where three cables a are buried, it is constructed in substantially the same way when a smaller number or more cables are buried.

作業台船11は曳航機能を有し、埋設すべきケ
ーブルaのドラム21を船上に設置すると共に、
高圧水、加圧空気、圧油等の発生装置、発電装置
を備えており、埋設機との間に張られたワイヤロ
ープ22によりこれを曳航すると共に、ワイヤロ
ープ22に取付けたケーブルガイド管23を通し
てケーブルaを埋設機10に送り込む。また、作
業台船11と埋設機10との間には、各種ホース
24及びケーブル25が張られており、掘削に必
要な高圧水、加圧空気、圧油等を作業台船11か
ら埋設機10に、また両者の間で制御信号を送受
できるようになつている。
The work barge 11 has a towing function, and installs the drum 21 of the cable a to be buried on the ship,
It is equipped with a generating device for high pressure water, pressurized air, pressurized oil, etc., and a power generating device, and is towed by a wire rope 22 stretched between the burial machine and a cable guide tube 23 attached to the wire rope 22. The cable a is fed into the embedding machine 10 through the cable. Moreover, various hoses 24 and cables 25 are stretched between the work barge 11 and the burial machine 10, and high pressure water, pressurized air, pressurized oil, etc. necessary for excavation are supplied from the work barge 11 to the burial machine. 10, and control signals can be sent and received between the two.

埋設機10の鋤16は、左右両側板の長手方向
の側面を天板で結合し、地盤bに面する側面を開
放したケーシング26を有し、そのケーシング2
6内にケーブル通路27、2本のエジエクターダ
クト28,28′、掘削部としての1群の低圧水
ノズル29をケーシング26の開放面の上部に、
また1群の高圧水ノズル30をその下部に配列し
てある。
The plow 16 of the burial machine 10 has a casing 26 whose longitudinal sides of left and right sides are joined by a top plate and whose side facing the ground b is open.
6, a cable passage 27, two ejector ducts 28, 28', and a group of low-pressure water nozzles 29 as an excavation part are installed in the upper part of the open surface of the casing 26.
Further, a group of high pressure water nozzles 30 are arranged at the bottom thereof.

上記のエジエクターダクト28,28′は、上
記低圧水ノズル29群の下部及び高圧水ノズル3
0群の下部にそれぞれ設けたエジエクターダクト
31,32に接続され、またエジエクターダクト
28,28′は第1図に示す排土管33に接続さ
れている。
The ejector ducts 28, 28' are connected to the lower part of the low pressure water nozzle group 29 and the high pressure water nozzle 3.
The ejector ducts 28 and 28' are connected to ejector ducts 31 and 32 provided at the bottom of group 0, respectively, and the ejector ducts 28 and 28' are connected to an earth discharge pipe 33 shown in FIG.

また、上記の油圧シリンダ17の前後のポート
には、作動油の通路34,34′が接続され、電
磁切替弁35によつて作動されるようになつてい
る。また、上記の両通路34,34′間は、リリ
ーフ弁36及び逆止弁37を介して通路38によ
つて連通されており、また背圧の圧力計39が接
続されている。
Furthermore, hydraulic oil passages 34 and 34' are connected to the front and rear ports of the hydraulic cylinder 17, and are operated by an electromagnetic switching valve 35. Further, the passages 34 and 34' are communicated by a passage 38 via a relief valve 36 and a check valve 37, and a pressure gauge 39 for back pressure is connected thereto.

上記の低圧水ノズル29は、第3図に示すよう
に、低圧水発生源たる海中ポンプ20と、作業台
船11上の加圧空気発生源40を含む低圧ジエツ
ト水系29′に接続される。加圧空気は低圧水ノ
ズル29の噴射部分に供給されキヤビテーシヨン
を防止する。また高圧水ノズル30は、高圧水発
生源41、加圧空気発生源40及び低圧水発生源
たる海中ポンプ20を含む高圧ジエツト水系3
0′に接続され、高圧ジエツト水を低圧水のジエ
ツト水によつて囲繞しこれを保護するようにして
いる。また、各エジエクター31,32にも高圧
水と低圧水が供給されるようになつている。
The low-pressure water nozzle 29 is connected to a low-pressure jet water system 29' that includes a subsea pump 20 as a low-pressure water source and a pressurized air source 40 on the work barge 11, as shown in FIG. Pressurized air is supplied to the injection portion of the low pressure water nozzle 29 to prevent cavitation. Further, the high pressure water nozzle 30 is connected to a high pressure jet water system 3 that includes a high pressure water generation source 41, a pressurized air generation source 40, and a subsea pump 20 that is a low pressure water generation source.
0', and the high pressure jet water is surrounded and protected by the low pressure jet water. Further, each ejector 31, 32 is also supplied with high pressure water and low pressure water.

上記の低圧ジエツト水系29′と高圧ジエツト
水系30′の切替えは、油圧シリンダ17の背圧
検出装置43により行われる。この検出装置43
は、前記のリリーフ弁36の作動圧より低い圧力
で作動し、低圧ジエツト水系29′に低圧ジエツ
ト水を供給している状態で背圧検出装置43が所
定の圧力で作動すると、高圧ジエツト水系30′
に切替える。
Switching between the low pressure jet water system 29' and the high pressure jet water system 30' is performed by the back pressure detection device 43 of the hydraulic cylinder 17. This detection device 43
is operated at a pressure lower than the operating pressure of the relief valve 36, and when the back pressure detection device 43 operates at a predetermined pressure while low pressure jet water is being supplied to the low pressure jet water system 29', the high pressure jet water system 30 is activated. ′
Switch to.

この発明の実施例に係る埋設機は以上のように
構成されるので、油圧シリンダ17によつて地盤
bに沿う角度に傾斜せしめ、作業台船11によつ
て埋設機10を曳航すると共に、低圧水ノズル2
9又は高圧水ノズル30からジエツト水を噴射
し、必要に応じて高圧水ノズル30を油圧シリン
ダ42(第2図参照)によつて上下動させつつ所
要幅のケーブル埋設溝を掘削し、エジエクター3
1,32から吸い込んだ土砂を排土管33から排
出して、埋設溝にケーブルaを埋設する。
Since the burying machine according to the embodiment of the present invention is constructed as described above, the burying machine 10 is tilted at an angle along the ground b by the hydraulic cylinder 17, and the burying machine 10 is towed by the work barge 11. water nozzle 2
Jet water is injected from the ejector 9 or the high-pressure water nozzle 30, and as necessary, the high-pressure water nozzle 30 is moved up and down by the hydraulic cylinder 42 (see Fig. 2) to excavate a cable burial trench of the required width.
The earth and sand sucked in from 1 and 32 are discharged from the earth discharge pipe 33, and the cable a is buried in the burial trench.

この場合、軟土質、砂質等N値の低い土質の場
合は、低圧ジエツト水系29′が作動され、低圧
水ノズル29から低圧ジエツト水を噴射する。ま
た、硬土質、硬粘度質等N値の高い土質に遭遇す
ると、鋤16に作用する抵抗が大になるので、背
圧検出装置43が作動し、高圧ジエツト水系3
0′に切替え、高圧水ノズル30から高圧ジエツ
ト水を噴射する。
In this case, if the soil has a low N value such as soft soil or sand, the low pressure jet water system 29' is activated and low pressure jet water is injected from the low pressure water nozzle 29. Furthermore, when soil with a high N value such as hard soil or hard viscous soil is encountered, the resistance acting on the plow 16 becomes large, so the back pressure detection device 43 is activated and the high pressure jet water system 3
0', and high pressure jet water is injected from the high pressure water nozzle 30.

更に、鋤16が岩盤c等に遭遇すると、油圧シ
リンダ17の背圧が更に上がるため、リリーフ弁
36が作動して、作動油が移動し、通路38、逆
止弁37、通路34′の油圧回路が形成され、油
圧シリンダ17が作動して鋤16が上方に跳ね上
がる。そのため岩盤c等を越えることができる。
Furthermore, when the plow 16 encounters a bedrock c etc., the back pressure in the hydraulic cylinder 17 further increases, so the relief valve 36 operates and the hydraulic oil moves, reducing the hydraulic pressure in the passage 38, check valve 37, and passage 34'. A circuit is formed and the hydraulic cylinder 17 is actuated, causing the plow 16 to flip upward. Therefore, it is possible to cross over bedrock c etc.

岩盤c等を越えた後は圧力が低下するので、そ
の圧力を圧力計39によつて検出し、適宜な手段
で切替弁35を作動せしめ、再び鋤16を下降さ
せ、所要の掘削角度に支持する。
Since the pressure decreases after going over bedrock c etc., the pressure is detected by the pressure gauge 39, the switching valve 35 is activated by an appropriate means, the plow 16 is lowered again, and the plow 16 is supported at the required digging angle. do.

なお、複数の鋤16を設ける場合は、個々の鋤
16について独立して上記の制御を行なうことが
できる。
Note that when a plurality of plows 16 are provided, the above-mentioned control can be performed independently for each plow 16.

〔発明の効果〕〔Effect of the invention〕

以上のように、この発明は、鋤に作用する抵抗
の大小に応じて低圧ジエツト水系と高圧ジエツト
水系とを自動的に切替えて使用できるようにした
ものであるから、土質に応じた圧力のジエツト水
により効率的な掘削ができる効果がある。
As described above, the present invention enables the use of a low-pressure jet water system and a high-pressure jet water system to be automatically switched depending on the magnitude of the resistance acting on the plow. Water has the effect of enabling more efficient excavation.

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

第1図は埋設機及び作業台船の作業状態におけ
る斜視図、第2図は鋤部分の断面図と油圧回路
図、第3図は制御回路図である。 10…埋設機、11…作業台船、16…鋤、1
7…油圧シリンダ、20…海中ポンプ、29…低
圧水ノズル、29′…低圧ジエツト水系、30…
高圧水ノズル、34,34′…通路、35…電磁
切替弁、36…リリーフ弁、37…逆止弁、3
9′,40…加圧空気発生源、41…高圧水発生
源、43…背圧検出装置。
FIG. 1 is a perspective view of the burying machine and the work barge in a working state, FIG. 2 is a sectional view of the plow portion and a hydraulic circuit diagram, and FIG. 3 is a control circuit diagram. 10... Burying machine, 11... Work barge, 16... Plow, 1
7...Hydraulic cylinder, 20...Sea pump, 29...Low pressure water nozzle, 29'...Low pressure jet water system, 30...
High pressure water nozzle, 34, 34'... passage, 35... electromagnetic switching valve, 36... relief valve, 37... check valve, 3
9', 40... Pressurized air generation source, 41... High pressure water generation source, 43... Back pressure detection device.

Claims (1)

【特許請求の範囲】[Claims] 1 埋設機本体に揺動自在に取付けた鋤を油圧シ
リンダにより支持した海底ケーブル埋設機におい
て、上記鋤に低圧ジエツトノズルを有する低圧ジ
エツト水系と、高圧ジエツトノズルを有する高圧
ジエツト水系の2系統を設け、上記油圧シリンダ
に設けた背圧検知装置の検知結果により上記2系
統をいずれかに切替えて作動せしめることを特徴
とする海底ケーブル埋設機。
1. In a submarine cable burying machine in which a plow is swingably attached to the burying machine body and supported by a hydraulic cylinder, the plow is equipped with two systems: a low-pressure jet water system having a low-pressure jet nozzle, and a high-pressure jet water system having a high-pressure jet nozzle, and the above-mentioned A submarine cable burying machine characterized in that one of the two systems described above is switched to operate based on the detection result of a back pressure detection device provided in a hydraulic cylinder.
JP56120890A 1981-07-31 1981-07-31 Seabed cable layer Granted JPS5820839A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP56120890A JPS5820839A (en) 1981-07-31 1981-07-31 Seabed cable layer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP56120890A JPS5820839A (en) 1981-07-31 1981-07-31 Seabed cable layer

Publications (2)

Publication Number Publication Date
JPS5820839A JPS5820839A (en) 1983-02-07
JPS6340897B2 true JPS6340897B2 (en) 1988-08-15

Family

ID=14797510

Family Applications (1)

Application Number Title Priority Date Filing Date
JP56120890A Granted JPS5820839A (en) 1981-07-31 1981-07-31 Seabed cable layer

Country Status (1)

Country Link
JP (1) JPS5820839A (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR900001876B1 (en) * 1983-07-26 1990-03-26 마쯔시다덴기산교 가부시기가이샤 Fluid deflecting assembly
GB2363407A (en) * 2000-06-12 2001-12-19 Frank Mohn Flatoey As Trenching apparatus
NL1016510C2 (en) * 2000-10-31 2002-05-02 Ballast Nedam Baggeren Bv Underwater pipeline laying device comprises frame with one section in contact with pipeline and another section with nozzles for excavating soil beneath pipeline
KR100936941B1 (en) * 2009-09-01 2010-01-13 정성철 An apparatus underground and underwater digging the same time pumping for water jet high pressure spray
KR101249353B1 (en) * 2010-12-10 2013-04-04 김종복 Apparatus for laying of utility line simultaneously
GB2582818B (en) 2019-04-05 2022-02-16 Dyson Technology Ltd Vehicle vent assembly

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4719599U (en) * 1971-02-26 1972-11-04

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4719599U (en) * 1971-02-26 1972-11-04

Also Published As

Publication number Publication date
JPS5820839A (en) 1983-02-07

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