JPS6145033B2 - - Google Patents
Info
- Publication number
- JPS6145033B2 JPS6145033B2 JP57094119A JP9411982A JPS6145033B2 JP S6145033 B2 JPS6145033 B2 JP S6145033B2 JP 57094119 A JP57094119 A JP 57094119A JP 9411982 A JP9411982 A JP 9411982A JP S6145033 B2 JPS6145033 B2 JP S6145033B2
- Authority
- JP
- Japan
- Prior art keywords
- rock
- cleavage
- tube
- pressure member
- hydraulic cylinder
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/08—Wrecking of buildings
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21C—MINING OR QUARRYING
- E21C37/00—Other methods or devices for dislodging with or without loading
- E21C37/06—Other methods or devices for dislodging with or without loading by making use of hydraulic or pneumatic pressure in a borehole
- E21C37/10—Devices with expanding elastic casings
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mining & Mineral Resources (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Mechanical Engineering (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Electrochemistry (AREA)
- Geochemistry & Mineralogy (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Drilling And Exploitation, And Mining Machines And Methods (AREA)
- Processing Of Stones Or Stones Resemblance Materials (AREA)
- Earth Drilling (AREA)
- Sink And Installation For Waste Water (AREA)
- Drying Of Solid Materials (AREA)
Description
【発明の詳細な説明】
本発明は岩石劈開方法に関し、この方法に従つ
て、岩石に穴をあけて、半径方向に膨張可能の劈
開用ロツドを穴に挿入し、該劈開用ロツドを動力
装置により膨張させて、穴の壁上に岩の破壊強度
を上回る圧力を与えるものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for cleaving rocks, according to which a hole is drilled in a rock, a radially expandable cleaving rod is inserted into the hole, and the cleaving rod is connected to a power plant. This causes the rock to expand, creating a pressure on the wall of the hole that exceeds the breaking strength of the rock.
ついでながら、“岩石”という語は主として岩
石材料それ自身又はセメントコンクリートその他
の同様な材料に関し、本発明による方法は分離し
た石と岩塊の劈開のみでなく岩石堀削をも含むも
のである。 Incidentally, the term "rock" primarily relates to the rock material itself or to cement concrete or other similar materials, and the method according to the invention includes not only the cleavage of separated stones and rock masses, but also rock excavation.
爆破により実施される劈開と堀削に伴なう欠点
を避けるために、圧力液体により作動される機械
的手段による岩石の破壊に基く多くの方法と工具
が開発されてきた。 In order to avoid the drawbacks associated with cleavage and excavation carried out by blasting, many methods and tools have been developed that are based on the destruction of rocks by mechanical means operated by pressurized fluids.
西ドイツ特許公報第1294305号から、圧縮空気
により作動され、岩にあけられた穴に挿入する切
開ロツドが一端を圧搾空気アキユームレータに連
結し、他端に安全ピンにより閉塞位置に緊張され
ている弁を備えたたわみ管を含んでいる装置が既
に知られている。たわみ管の圧力が増加すると、
管は半径方向外側に膨張し、その結果それは穿孔
壁に対して押圧され、同時に穴を密閉し、岩に圧
力を与える。圧力が十分高い高さに達した時、弁
の安全コツターが破れ、その瞬間空気ジエツトが
バルブのラジアル方向穴から穿孔に射出され、そ
れによつて該空気ジエツトにより生じた圧力衝撃
と該圧力とにより岩石を破裂させる。 From West German Patent Publication No. 1294305, a cutting rod operated by compressed air and inserted into a hole drilled in the rock is connected at one end to a compressed air accumulator and tensioned in the closed position by a safety pin at the other end. Devices are already known which include flexible tubes equipped with valves. As the pressure in the flexible tube increases,
The tube expands radially outwards, so that it is pressed against the perforation wall, simultaneously sealing the hole and exerting pressure on the rock. When the pressure reaches a sufficiently high height, the safety cap of the valve ruptures and an instantaneous jet of air is injected into the borehole through the radial bore of the valve, whereby the pressure impulse created by the air jet and the pressure rupture rocks.
然しながら、このような劈開方法は発生した突
然の圧力衝撃により爆発に匹敵する劈開をひき起
し、それにより岩石破片が周囲に容易に投げ出さ
れ、劈開が十分に制御された方式では行なわれな
い。 However, such a cleavage method causes a cleavage comparable to an explosion due to the sudden pressure shock generated, whereby rock fragments are easily thrown into the surroundings, and the cleavage is not carried out in a well-controlled manner.
スウエーデン特許公報第401706号から、劈開用
ロツドが二つのくさび型ジヨーとそのジヨーの間
を移動するくさびを含む液圧作動機械的くさびが
既に知られている。液圧シリンダがくさびをジヨ
ーの間に押圧して、ジヨーにより生じた圧力が岩
石を破壊する。 A hydraulically actuated mechanical wedge is already known from Swedish Patent Publication No. 401,706, which comprises a wedge in which the cleaving rod moves between two wedge-shaped jaws. A hydraulic cylinder forces the wedge between the jaws and the pressure created by the jaws breaks the rock.
このような劈開方法は穿穴の壁がでこぼこの場
合、集中力のピークが一体のジヨーと穴の壁の間
に生じ、それにより岩石が無制御に破裂するとい
う欠点がある。 Such a cleavage method has the disadvantage that when the walls of the drill hole are uneven, a peak concentration of force occurs between the integral jaw and the wall of the hole, which causes the rock to burst uncontrollably.
本発明の目的は上記の欠点を除去し、劈開の正
確な制御を可能にする方法を提供する事である。
この目的は劈開用ロツドが穴の中に伸縮性材料の
圧力部材を軸方向に圧縮する事により半径方向に
膨張する事を特徴とする本発明による方法で達成
される。 The object of the invention is to eliminate the above-mentioned drawbacks and to provide a method that allows precise control of the cleavage.
This object is achieved in a method according to the invention, characterized in that the cleaving rod expands radially by axially compressing a pressure member of elastic material into the hole.
本発明によれば、伸縮性部材の圧力部材が穿穴
の壁のでこぼこに順応できるので、でこぼこにも
かかわらず均一に配分された圧力作用が穿穴に生
じるような劈開方法が備えられる。圧力作用は伸
縮部材が穴中で軸方向にだんだんと圧縮される
時、伸縮性圧力部材の半径方向膨張の結果生ずる
ので、岩石が破裂するまで圧力作用を着々と増大
する事ができる。従つて、突然大きすぎる力の爆
発が起り、その結果岩石片が周囲に投げ出され、
劈開が制御できない状態にならない。 According to the invention, a cleaving method is provided in which the pressure member of the elastic member is able to adapt to the irregularities of the wall of the borehole, so that an evenly distributed pressure effect is produced on the borehole despite the irregularities. Since the pressure effect results from the radial expansion of the elastic pressure member as it becomes increasingly compressed axially in the hole, the pressure effect can be steadily increased until the rock ruptures. Therefore, a sudden explosion of too great a force occurs, as a result of which pieces of rock are thrown around,
Cleavage does not become uncontrollable.
本発明は又上記の方法を実施する工具に関し、
この工具は特許請求の範囲第3項に限定した事を
特徴とする。 The invention also relates to a tool for carrying out the above method,
This tool is characterized by being limited to claim 3.
本発明による工具は構造が簡単で、自動的処理
にするのが容易である。 The tool according to the invention is simple in construction and easy to process automatically.
次に本発明の添付の図面についてより詳細に説
明する。 The invention will now be described in more detail with reference to the accompanying drawings.
第1図及び第2図に示した劈開工具は主に劈開
用ロツド1とそれに固定した液圧シリンダ2を含
む。液圧シリンダの代りに、他の通常知られてい
る動力手段を使用してもよい。 The cleaving tool shown in FIGS. 1 and 2 mainly includes a cleaving rod 1 and a hydraulic cylinder 2 fixed thereto. Instead of hydraulic cylinders, other commonly known power means may be used.
劈開用ロツド1は一端にロツドよりも広いヘツ
ド4を備えた筒状バー3と、バー3がわずかな隙
間をもつて摺動自在にそれを通して延長している
管5と、ヘツド4と管5の間に位置し、バー3が
それを通して延長しているスリーブ状圧力部材6
を含んでいる。ヘツド4は圧力部材の一端面に接
する環状支持面4aを形成し、管5は該部材の他
の端面に接する支持面5aを形成しているヘツド
4と管5と部材6はその非作動位置に破裂すべき
岩石7に穿つた穴8の直径よりも若干小さい直径
の筒状面の筒状面を形成する。 The cleaving rod 1 has a cylindrical bar 3 with a head 4 wider than the rod at one end, a tube 5 through which the bar 3 extends slidably with a slight gap, and the head 4 and the tube 5. a sleeve-like pressure member 6 located between and through which the bar 3 extends;
Contains. The head 4 forms an annular support surface 4a in contact with one end face of the pressure member, and the tube 5 forms a support surface 5a in contact with the other end face of the pressure member.Head 4, tube 5 and member 6 are in their inactive positions. A cylindrical surface with a diameter slightly smaller than the diameter of the hole 8 drilled in the rock 7 to be ruptured is formed.
液圧シリンダ2は例えば管5に一体的に固定し
たハウジング9と、バー3に一体的に固定したピ
ストン10を含む。シリンダ空間11がパイプ1
2により従来の作動弁13を介して液圧流体源1
4に連結している。 The hydraulic cylinder 2 includes, for example, a housing 9 integrally fixed to the tube 5 and a piston 10 integrally fixed to the bar 3. Cylinder space 11 is pipe 1
2 through a conventional actuated valve 13 to a hydraulic fluid source 1
It is connected to 4.
圧力部材6は該部材が外力で圧縮された時、変
形可能で且つ容積は殆ど圧縮されないで留まるよ
うな伸縮性材料で形成される。適当な材料は例え
ば、種々のゴム質及びポリウレタンである。 The pressure member 6 is made of a stretchable material that is deformable and whose volume remains substantially uncompressed when the member is compressed by an external force. Suitable materials are, for example, various rubbers and polyurethanes.
劈開工具は次のように作動する。 The cleaving tool operates as follows.
劈開用ロツド1を劈開すべき岩に穿つた穴に挿
入して、圧力部材6が完全に穴内に位置するよう
にする。その後、液圧をシリンダ空間11に付与
して、それによりピストンがハウジングに対して
上方に移動し、バー3を管5に対して対応方向に
移動させる。これにより支持面4aと5aの間に
圧力部材が軸方向に圧縮されて、それにより該部
材は対応して半径方向外側に膨張すると共に、そ
の包被面全体で穿孔の壁に対し密閉押圧される。
液圧シリンダがバーを上方に引上げると、岩石上
半径方向に膨張する圧力により与えられる圧力が
増加する。圧力が岩石の破壊強度を越える時、岩
石が劈開される。そこで、圧力がシリンダ空間か
ら解放され、それによりバーは伸縮性圧力部材の
押圧作用によりその元の位置に戻り、劈開用ロツ
ドが次の穿穴に挿入される状態となる。 The cleavage rod 1 is inserted into a hole drilled in the rock to be cleaved so that the pressure member 6 is completely located within the hole. Hydraulic pressure is then applied to the cylinder space 11, which causes the piston to move upwards relative to the housing and the bar 3 in the corresponding direction relative to the tube 5. This causes an axial compression of the pressure member between the support surfaces 4a and 5a, which causes it to expand radially outwards correspondingly and to be pressed sealingly against the wall of the borehole with its entire envelope surface. Ru.
As the hydraulic cylinder pulls the bar upwards, the pressure exerted by the radial expanding pressure on the rock increases. When the pressure exceeds the breaking strength of the rock, the rock is cleaved. Pressure is then released from the cylinder space, whereby the bar returns to its original position under the pressing action of the elastic pressure member, ready for the cleaving rod to be inserted into the next drilling hole.
劈開工具は構造と作動が非常に簡単であり、又
伸縮性部材のおかげで、劈開工具により岩石に及
ぼされる圧力はでこぼこであつても、穿穴の壁表
面全体に均一に配分される。岩石を劈開するのに
使用される力は岩石の破壊強度に必要とされるよ
りも大きくなく、それにより爆発と同様の破壊は
出せず、劈開は正確に制御される。 The cleavage tool is very simple in construction and operation and, thanks to the elastic member, the pressure exerted on the rock by the cleavage tool is evenly distributed over the entire wall surface of the borehole, even if it is uneven. The force used to cleave the rock is no greater than required for the fracture strength of the rock, so that explosion-like destruction is not produced and the cleavage is precisely controlled.
第3図に従つて、圧力流体を使用する時、多数
の劈開用ロツドを同じ圧力源に連結し、例えば或
る形の塊をばらばらにする事ができる。更に流れ
制御弁15を各工具1,2の各々に取付けてもよ
い。流れ制御弁がないと、岩石が破裂した時、工
具は破裂が始まる位置で若干多く膨張し、同時に
他の工具での瞬間的圧力減少を引起す。流れ制御
弁を使う時、圧力減少は他の工具に影響しないが
その押圧力は変らないので、劈開はより大きな力
で行なわれる。 According to FIG. 3, when using pressure fluids, multiple cleaving rods can be connected to the same pressure source to break apart, for example, lumps of a certain shape. Furthermore, a flow control valve 15 may be attached to each tool 1,2. Without a flow control valve, when the rock ruptures, the tool expands slightly more at the point where the rupture begins, simultaneously causing a momentary pressure drop in other tools. When using a flow control valve, cleaving is performed with greater force since the pressure reduction does not affect other tools, but their pushing force remains the same.
ここに記載した図面と説明は単に本発明の概念
を示す事を意図するものである。その詳細に於
て、本発明による方法とその方法を実施する工具
は特許請求の範囲の記載した範囲内で変化しうる
ものである。 The drawings and descriptions herein are merely intended to illustrate the concepts of the invention. In details, the method according to the invention and the tools for carrying out the method may vary within the scope of the claims.
第1図及び第2図は本発明による劈開工具の実
施例を示すもので、穿穴に設置され、劈開の前及
び後の状態をそれぞれ示す部分縦断面図、第3図
は同じ圧力源に連結された幾つかの劈開工具を示
す図である。
1:劈開用ロツド、2:液圧シリンダ(動力手
段)、3:筒状バー、4:ヘツド(圧力部材支持
体)、5:管(圧力部材支持体)、6:圧力部材、
7:岩石、8:穿孔、9:液圧シリンダハウジン
グ、10:ピストン(シリンダ作動部材)。
Figures 1 and 2 show an embodiment of the cleavage tool according to the present invention, in which it is installed in a drilled hole, and is a partial vertical sectional view showing the state before and after cleaving, respectively, and Figure 3 shows an embodiment of the cleavage tool according to the present invention. FIG. 3 shows several cleavage tools connected together; 1: Cleavage rod, 2: Hydraulic cylinder (power means), 3: Cylindrical bar, 4: Head (pressure member support), 5: Pipe (pressure member support), 6: Pressure member,
7: Rock, 8: Perforation, 9: Hydraulic cylinder housing, 10: Piston (cylinder operating member).
Claims (1)
バー3のヘツド4と前記管5のとの間に嵌挿され
た伸縮性圧力部材6を備えた劈開用ロツド1を前
記穴に挿入し、前記管を液圧シリンダ2のハウジ
ング9に結合すると共に前記筒状バーを前記液圧
シリンダのピストン10に結合し、前記ヘツドに
対する前記液圧シリンダの前記管方向押圧力によ
り前記圧力部材を軸方向に圧縮して半径方向に膨
張させることにより岩石を劈開してなる岩石の劈
開方法。 2 特許請求の範囲第1項記載の方法において、
多数の劈開用ロツド1を共通の動力源14に連結
し、劈開用ロツドを同時に膨張させてなる岩石の
劈開方法。 3 管5に挿通された筒状バー3、前記筒状バー
の一端に固定されたヘツド4、前記ヘツドと前記
管との間に嵌挿されたスリーブ状伸縮性圧力部材
6、並びに前記管に結合されたハウジング9及び
前記バーの他端に結合されたピストン10を有す
る液圧シリンダを備えてなる岩石の劈開工具。 4 特許請求の範囲第3項記載の工具において、
前記圧力部材が容積上殆ど圧縮されない変形可能
な材料からなる岩石の劈開工具。 5 特許請求の範囲第3項又は第4項記載の工具
において、前記液圧シリンダが圧力部材に対する
圧縮力維持用の流れ制御弁15を備えてなる岩石
の劈開工具。[Claims] 1. A cleavage device in which a hole 8 is bored in a rock 7 and an elastic pressure member 6 is fitted between the head 4 of a cylindrical bar 3 inserted into a tube 5 and the tube 5. Insert the rod 1 into the hole, connect the tube to the housing 9 of the hydraulic cylinder 2 and connect the cylindrical bar to the piston 10 of the hydraulic cylinder, and connect the tube of the hydraulic cylinder to the head. A rock cleavage method comprising cleaving a rock by compressing the pressure member in the axial direction and expanding it in the radial direction using a directional pressing force. 2. In the method described in claim 1,
A rock cleavage method comprising connecting a large number of cleavage rods 1 to a common power source 14 and simultaneously expanding the cleavage rods. 3. A cylindrical bar 3 inserted into a tube 5, a head 4 fixed to one end of the cylindrical bar, a sleeve-shaped elastic pressure member 6 fitted between the head and the tube, and a cylindrical bar 3 inserted into the tube. A rock cleavage tool comprising a hydraulic cylinder having a housing 9 connected thereto and a piston 10 connected to the other end of said bar. 4. In the tool described in claim 3,
A rock cleavage tool in which the pressure member is made of a deformable material that is hardly compressible in volume. 5. A rock cleavage tool according to claim 3 or 4, wherein the hydraulic cylinder is provided with a flow control valve 15 for maintaining compressive force against the pressure member.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| FI811740 | 1981-06-04 | ||
| FI811740A FI64438C (en) | 1981-06-04 | 1981-06-04 | FOERFARANDE FOER SPJAELKNING AV STEN |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5841189A JPS5841189A (en) | 1983-03-10 |
| JPS6145033B2 true JPS6145033B2 (en) | 1986-10-06 |
Family
ID=8514466
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP57094119A Granted JPS5841189A (en) | 1981-06-04 | 1982-06-03 | Method and tool for cleaving rock |
Country Status (11)
| Country | Link |
|---|---|
| JP (1) | JPS5841189A (en) |
| AU (1) | AU556541B2 (en) |
| CA (1) | CA1187474A (en) |
| DE (1) | DE3219618C2 (en) |
| ES (1) | ES520669A0 (en) |
| FI (1) | FI64438C (en) |
| FR (1) | FR2507245B1 (en) |
| GB (1) | GB2099885B (en) |
| IT (1) | IT1151450B (en) |
| NO (1) | NO821852L (en) |
| SE (1) | SE455956B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS61148231U (en) * | 1985-03-06 | 1986-09-12 |
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|---|---|---|---|---|
| DE3222206C2 (en) * | 1982-06-12 | 1985-03-14 | Peter 7000 Stuttgart Kessler | Device for breaking or blasting solid material, for example rock or concrete |
| JPS59118989A (en) * | 1982-12-13 | 1984-07-09 | 鹿島建設株式会社 | Static crushing of rock |
| SE444837B (en) * | 1984-10-18 | 1986-05-12 | Derman Ab K G | DEVICE FOR BLASTING STONE BLOCK, MOUNTAIN, CONCRETE AND SIMILAR |
| JPS61257593A (en) * | 1985-05-09 | 1986-11-15 | 西武ポリマ化成株式会社 | Crusher for base rock, etc. |
| JPH0336636Y2 (en) * | 1986-09-05 | 1991-08-02 | ||
| WO1990008247A1 (en) * | 1989-01-18 | 1990-07-26 | Spetsializirovanny Trest Po Remontu Promyshlennykh Zdany I Sooruzheny Predpriyaty Chernoi Metallurgii Tsentralnogo Raiona 'tsentrmetallurgremont' | Device for directed splitting of monolith objects |
| FR2671376A1 (en) * | 1991-01-07 | 1992-07-10 | Brole Jean | Method and hydraulic device for breaking stone or similar materials |
| CN103817805B (en) * | 2014-03-18 | 2015-09-09 | 李衍远 | A kind of method utilizing long crack to expand segmentation flat-plate stone |
| CN104499729B (en) * | 2014-11-28 | 2016-12-07 | 芜湖银星汽车零部件有限公司 | A kind of disassembly table |
| CN105437377A (en) * | 2015-12-28 | 2016-03-30 | 纪新刚 | Hydraulic splitting device and method |
| CN109372507B (en) * | 2018-12-07 | 2023-10-20 | 张永利 | Hydraulic fracturing device and directional splitting and expanding fracturing method thereof |
| CN111175125A (en) * | 2020-01-17 | 2020-05-19 | 安徽理工大学 | Coal rock tensile strength cracking experiment probe and assembly method |
| CN111715368B (en) * | 2020-06-17 | 2025-02-18 | 成都易合元科技有限公司 | A flexible rock splitting device and a manufacturing method thereof |
| CN111981923B (en) * | 2020-07-21 | 2023-01-17 | 成都易合元科技有限公司 | Rock breaking method for supporting composite spalling |
| CN113431575B (en) * | 2021-06-11 | 2024-04-26 | 中铁六局集团有限公司 | Construction method for assisting stone cutting excavation by plunger type rock hydraulic splitter |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1630470A (en) * | 1922-08-24 | 1927-05-31 | Clifford Corp | Apparatus for breaking down ore bodies |
| DE514338C (en) * | 1925-10-10 | 1930-12-10 | Siemens & Halske Akt Ges | Hydraulic blasting sleeve for blasting rocks |
| US1837651A (en) * | 1929-06-06 | 1931-12-22 | Fred S Caldwell | Apparatus for mining coal |
| DE1294305B (en) * | 1965-10-08 | 1969-05-08 | Glueckauf Guenther Klerner Mas | Use of a compressed air-actuated tubular explosive device in stone quarries |
| DE1577988A1 (en) * | 1966-07-20 | 1970-02-26 | Heinz Hoelter | Method and device for splitting preferably hard mineral, such as rock |
| GB1238181A (en) * | 1968-02-24 | 1971-07-07 | ||
| DE2129444A1 (en) * | 1971-06-14 | 1972-12-21 | Helmut Darda | Device for mechanical breaking down of rock or the like. |
-
1981
- 1981-06-04 FI FI811740A patent/FI64438C/en not_active IP Right Cessation
-
1982
- 1982-05-17 GB GB8214252A patent/GB2099885B/en not_active Expired
- 1982-05-25 CA CA000403644A patent/CA1187474A/en not_active Expired
- 1982-05-25 DE DE3219618A patent/DE3219618C2/en not_active Expired
- 1982-05-26 FR FR8209163A patent/FR2507245B1/en not_active Expired
- 1982-05-31 AU AU84314/82A patent/AU556541B2/en not_active Ceased
- 1982-06-01 SE SE8203368A patent/SE455956B/en not_active IP Right Cessation
- 1982-06-03 JP JP57094119A patent/JPS5841189A/en active Granted
- 1982-06-03 IT IT21685/82A patent/IT1151450B/en active
- 1982-06-03 NO NO821852A patent/NO821852L/en unknown
-
1983
- 1983-03-16 ES ES520669A patent/ES520669A0/en active Granted
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS61148231U (en) * | 1985-03-06 | 1986-09-12 |
Also Published As
| Publication number | Publication date |
|---|---|
| GB2099885B (en) | 1984-05-31 |
| ES8403564A1 (en) | 1984-03-16 |
| DE3219618A1 (en) | 1983-01-05 |
| AU8431482A (en) | 1982-12-09 |
| DE3219618C2 (en) | 1985-09-19 |
| FR2507245A1 (en) | 1982-12-10 |
| SE8203368L (en) | 1982-12-05 |
| GB2099885A (en) | 1982-12-15 |
| AU556541B2 (en) | 1986-11-06 |
| FR2507245B1 (en) | 1988-07-08 |
| IT1151450B (en) | 1986-12-17 |
| JPS5841189A (en) | 1983-03-10 |
| IT8221685A0 (en) | 1982-06-03 |
| FI64438B (en) | 1983-07-29 |
| ES520669A0 (en) | 1984-03-16 |
| FI64438C (en) | 1983-11-10 |
| SE455956B (en) | 1988-08-22 |
| NO821852L (en) | 1982-12-06 |
| CA1187474A (en) | 1985-05-21 |
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