JPS60253621A - Drop hammer for driving pile - Google Patents
Drop hammer for driving pileInfo
- Publication number
- JPS60253621A JPS60253621A JP10881884A JP10881884A JPS60253621A JP S60253621 A JPS60253621 A JP S60253621A JP 10881884 A JP10881884 A JP 10881884A JP 10881884 A JP10881884 A JP 10881884A JP S60253621 A JPS60253621 A JP S60253621A
- Authority
- JP
- Japan
- Prior art keywords
- pile
- cylinder
- hammer
- striking body
- support member
- 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.)
- Granted
Links
- 230000003116 impacting effect Effects 0.000 claims 2
- 101100328887 Caenorhabditis elegans col-34 gene Proteins 0.000 abstract description 11
- 239000011121 hardwood Substances 0.000 abstract 1
- 238000009423 ventilation Methods 0.000 description 10
- 239000010720 hydraulic oil Substances 0.000 description 6
- 239000000463 material Substances 0.000 description 6
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 239000008233 hard water Substances 0.000 description 4
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 230000001151 other effect Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000003208 petroleum Substances 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/02—Placing by driving
- E02D7/06—Power-driven drivers
- E02D7/08—Drop drivers with free-falling hammer
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
Description
【発明の詳細な説明】
〔発明の技術分野〕
本発明は、基礎杭等の施工に用いられる杭打用ドロ、グ
ハンマに関する。DETAILED DESCRIPTION OF THE INVENTION [Technical Field of the Invention] The present invention relates to a pile driving mud and hammer used for constructing foundation piles and the like.
基礎杭は通常コンクリート製でかつ中空軸構造をなして
いるため、これをド四、プハンマで打設する場合には基
礎杭の中空部内の空気がハンマの打撃毎に圧縮される。Foundation piles are usually made of concrete and have a hollow shaft structure, so when they are driven with a hammer, the air inside the hollow part of the foundation pile is compressed with each impact of the hammer.
そして、この圧縮によってコンクリート製基礎杭が破損
することがあった◎
そこで、従来はドayノハンマのキヤ、f形枕頭支持部
材を杭頭に対して可成)の遊びを設けて嵌合し、この遊
びによ)基礎杭内の空気をハンマの打撃毎に外部に逃げ
易くしている。Concrete foundation piles could be damaged due to this compression. Therefore, in the past, the gear of the door hammer and the F-shaped bed head support member were fitted with some play (allowable) against the pile head. This play makes it easier for the air inside the foundation pile to escape to the outside with each strike of the hammer.
しかし、このような従来構造では、打撃時における杭頭
の遊動が容易上なるから、枕頭が鉄製の杭頭支持部材に
衝突して大きな騒音を発生する不具合があった。However, in such a conventional structure, since the pile head easily moves during impact, there is a problem in that the head of the pile collides with the iron pile head support member and generates a large noise.
また、ドロラグハンマはシリンダ内を自重落下するハン
マーラムで、杭頭支持部材を取付けた打撃体を打圧する
ことによシ、杭打ちを行うものである。しかし、ハンマ
ーラムの落下によって、これが打撃体に当たるこゝとに
よる打撃騒音は、ハンマーラムの落下に伴って圧縮され
ながら下方に押出され、かつ、シリンダの下端開口よシ
外部に放出されて急激にamされる空気流とともに放出
されていた。このため、従来の杭打用ドロップノ・ンマ
は騒音が大きいという欠点があった。Further, a drag hammer is a hammer ram that falls under its own weight inside a cylinder, and drives piles by applying pressure to a striking body to which a pile head support member is attached. However, as the hammer ram falls, the impact noise caused by it hitting the striking body is compressed and pushed downward as the hammer ram falls, and is emitted to the outside through the lower end opening of the cylinder, resulting in sudden impact noise. It was being emitted along with the am air flow. For this reason, conventional drop drills for driving piles have the drawback of being noisy.
したがって本発明の目的は、基礎杭の破損を防止できる
とともに騒音も低減できるようにした杭打用ドロップノ
・ンマを提供することにおる。Therefore, an object of the present invention is to provide a drop hammer for driving piles that can prevent damage to foundation piles and reduce noise.
本発明は、自重落下させられるハンマーラムを昇降動自
在に収納したシリンダの下端側に、上記ハンマーラムの
落下によシ打圧される打撃体を上下動可能に設け、この
打撃体の下端側に杭頭を支持する杭頭支持部材を取付け
た杭打用ドロラグハンマにおいて、上記打撃体の上記シ
リンダ内面に摺接する摺動部間とキャップ形の杭頭支持
部材内とを連通ずる通気路を、上記打撃体に設けたこと
を特徴とする。The present invention provides a striking body which is movable up and down and which receives pressure when the hammer ram falls, on the lower end side of a cylinder housing a hammer ram that is allowed to fall under its own weight so as to be movable up and down. In a pile driving drlag hammer equipped with a pile head support member for supporting a pile head, an air passage communicating between a sliding portion of the striking body that slides on the inner surface of the cylinder and the inside of the cap-shaped pile head support member, It is characterized in that it is provided on the above-mentioned striking body.
このハンマによれば、キヤ、f形杭頭支持部材内を介し
て基礎杭の内空部が通気路につながるから、ハンマによ
る基礎杭の打撃時において、基礎杭内の空気を通気路を
通して打撃体の摺動部間に逃がすことができる。このた
め、基礎杭内の空気圧が高まって基礎杭が破損に至るこ
とを防止することができる・
さらに、ハンマーラムの落下に伴って圧縮されながら下
方に押出される空気流は、打撃体の摺動部間において逃
げてくる通気路からの空気流とぶつかシ合う。これによ
シ、下向き空気流の勢いを減じて、これをシリンダの下
端開口よシゆっくシと、つまシ急激な膨張を抑制して放
出できるから、騒音を抑制することができる。According to this hammer, the inner cavity of the foundation pile is connected to the ventilation path through the inside of the carrier and F-shaped pile cap support member, so when the foundation pile is struck by the hammer, the air inside the foundation pile is struck through the ventilation path. It can be released between sliding parts of the body. This prevents the foundation pile from being damaged due to an increase in air pressure inside the foundation pile.In addition, the airflow that is compressed and pushed downward as the hammer ram falls is caused by the sliding of the striking body. Between the moving parts, it collides with the air flow escaping from the ventilation passage. As a result, the force of the downward air flow can be reduced and the air can be discharged slowly through the lower end opening of the cylinder while suppressing rapid expansion of the tab, thereby suppressing noise.
以下本発明の一実施例を図面を参照して説明する。 An embodiment of the present invention will be described below with reference to the drawings.
図中1は円筒形のシリンダで、この外周面には地面に立
設される図示しないり−〆に摺動案内される摺動アーム
2が突設されている。シリンダ1の下端側には打撃体3
に摺動自在に嵌合されているとともに、シリンダ1内に
は自重落下させられるハンマーラム4が昇降動自在に収
納されている。In the figure, reference numeral 1 denotes a cylindrical cylinder, and a sliding arm 2 is protruded from the outer peripheral surface of the cylinder and is slidably guided by an end (not shown) that stands on the ground. A striking body 3 is located on the lower end side of the cylinder 1.
A hammer ram 4 is slidably fitted into the cylinder 1 and is housed within the cylinder 1 so as to be movable up and down.
打撃体3はノ・ンマーラム4の落下によシ打圧され、こ
の打圧によシシリンダ1に対して上下動可能になってい
る。この打撃体3の下端側に社キャ、グ形の杭頭支持部
材5が複数のボルト6を介して着脱可能に取付けられ、
この部材5はコンクリート製の基礎杭ムの杭頭に嵌合し
て、この杭Aを支持するようになっている。なお、鋼杭
を打設する場合には、チャック形の枕頭支持部材が打撃
体3に取付けられるととは勿論である。上記杭頭支持部
材5は、よシ低騒音化を図るため本実施例の場合、鉄板
製の内筒と外筒との間に生ゴム等の減音材5aを液状の
状態で注入充填した後固化させた構造を備えておシ、か
つ図中7は硬水材等からなる杭頭破損防止板である。そ
して、防止板7の中央部には通孔7aが形成されている
。The striking body 3 is struck by the fall of the hammer ram 4, and is able to move up and down with respect to the cylinder 1 due to this striking force. A square-shaped pile cap support member 5 is removably attached to the lower end side of the striking body 3 via a plurality of bolts 6.
This member 5 is adapted to fit into the pile head of a concrete foundation pile and support this pile A. In addition, when driving a steel pile, it goes without saying that a chuck-shaped pillow head support member is attached to the striking body 3. In order to further reduce noise, in this embodiment, the pile cap support member 5 is made by injecting and filling a sound-reducing material 5a such as raw rubber in a liquid state between an inner cylinder and an outer cylinder made of iron plates. It has a solidified structure, and 7 in the figure is a pile cap damage prevention plate made of hard water material or the like. A through hole 7a is formed in the center of the prevention plate 7.
上記打撃体3は、例えば打撃体本体8と、γ。The striking body 3 includes, for example, a striking body main body 8 and γ.
ンビル9と、シール蓋10とを具備している。It is equipped with a cabinet 9 and a seal lid 10.
打撃体本体8は鍛造品製の一体成形物であって、その下
部にはシリンダ1の下端面が接離する環状のシリンダ受
板11が取付けられている。そして、打撃体本体8には
上記受板11よシ上側においてシリンダ1の内面に摺接
する摺動部12.13が形成されている。摺動部12゜
13は例えば鍔状でありて、これらの間において打撃体
本体8の外周には環状の溝14が形成されている。上記
シリンダ1の下端部には両槽動部12.IS間に位置し
て複数のストッ・ぐ15が取付けられ、打撃体43はス
トッパ15と両槽動部12.18とが当接する範囲で上
下動が可能となっている。さらに、打撃体本体8には、
両槽動部12.13間と上記杭頭支持部材5内とを連通
ずる通気路16が形成されている。The striking body 8 is an integrally formed forged product, and an annular cylinder receiving plate 11 is attached to the lower part of the striking body 8, with which the lower end surface of the cylinder 1 approaches and separates. A sliding portion 12.13 is formed on the striking body body 8 above the receiving plate 11 to slide on the inner surface of the cylinder 1. The sliding parts 12 and 13 are, for example, flanged, and an annular groove 14 is formed on the outer periphery of the striking body body 8 between them. At the lower end of the cylinder 1 is a double tank moving part 12. A plurality of stops 15 are installed between the ISs, and the striking body 43 can move up and down within the range where the stopper 15 and both tank moving parts 12.18 come into contact. Furthermore, the striking body main body 8 includes:
A ventilation path 16 is formed that communicates between the two tank moving parts 12 and 13 and the inside of the pile cap support member 5.
また、アンビル9のストレートな挿入部17は打撃体本
体8内に上下動可能に挿入されていて、これと打撃体本
体8の内空部との間に媒体封入室18が形成されている
。この封入室18には石油系作動油等の蓄圧媒体が所定
圧力で封入されている。なお、図中19は挿入部17の
摺動面をなす筒形のメタル、20は空気抜き孔、2ノは
媒体充填孔、22は媒体封入室18内の圧力を検出する
図示しないセンナに接続された電線の通路で、この通路
22は気密に閉塞されるようになっている。上記アンビ
ル9の上面部には硬水材23が取付けられ、この硬水材
23を介してアンビル9は下降されるノ)ンマーラム4
で打圧されるようになっている。また、シール蓋10は
打撃体本体8の上面にボルト止めされている。Further, the straight insertion portion 17 of the anvil 9 is inserted into the striking body body 8 so as to be movable up and down, and a medium enclosure chamber 18 is formed between this and the inner cavity of the striking body body 8. A pressure accumulating medium such as petroleum-based hydraulic oil is sealed in this sealed chamber 18 at a predetermined pressure. In addition, in the figure, 19 is a cylindrical metal that forms the sliding surface of the insertion part 17, 20 is an air vent hole, 2 is a medium filling hole, and 22 is connected to a sensor (not shown) that detects the pressure inside the medium enclosure chamber 18. This passage 22 is airtightly closed as a passage for the electric wire. A hard water material 23 is attached to the upper surface of the anvil 9, and the anvil 9 is lowered through the hard water material 23.
It is now under pressure. Further, the seal lid 10 is bolted to the upper surface of the striking body body 8.
上記シリンダ1の上端は端板24で塞がれ、この端板2
4に拡油圧シリンダ25が下向きに取付けられている。The upper end of the cylinder 1 is closed with an end plate 24.
A hydraulic pressure expanding cylinder 25 is attached to 4 in a downward direction.
このシリンダ250図示しないピストンに連結されたピ
ストンロッド26の下端部はハンマーラム4に連結され
ている。The lower end of the piston rod 26 connected to a piston (not shown) in the cylinder 250 is connected to the hammer ram 4.
上記シリンダ25内のピストン下側室およびピストン上
側室は、夫青上外側通路および下降側通路を経て切換弁
を介して油圧ポンプに連通されているとともに、上記両
通路紘上昇側通路から下降側通路に向ってのみ作動油の
流れを許す電磁式一方向弁によりて接続されている。上
記ピストン下側室への作動油の充填およびピストン上側
室からの作動油の排出によシ、油圧シリンダ26はノ・
ンマーラム4を吊上げることができ、そしてピストン上
側室内の作動油が電磁式一方向弁を通してピストン上側
室内に排出充填されることにより 、/”ハンマーラム
4を急速に落下させるととができる@
上記のような油圧シリンダ25に対する作動油の出入〕
の切換えで、ノーンマーラム4が自重によ多シリンダ1
内を落下すると、とのラム4は硬水材23を介してアン
ビル9を打圧する。The piston lower chamber and the piston upper chamber in the cylinder 25 are communicated with the hydraulic pump via a switching valve via an upper outer passage and a lower passage, and are also connected to the lower passage from the upper passage to the lower passage. They are connected by an electromagnetic one-way valve that allows hydraulic oil to flow only in the opposite direction. By filling the lower chamber of the piston with hydraulic oil and discharging the hydraulic oil from the upper chamber of the piston, the hydraulic cylinder 26 is opened.
The hammer ram 4 can be lifted up, and the hydraulic oil in the upper chamber of the piston is discharged and filled into the upper chamber of the piston through the electromagnetic one-way valve, thereby making it possible to rapidly drop the hammer ram 4. Inflow and outflow of hydraulic oil to and from the hydraulic cylinder 25]
By switching the
When it falls inside, the ram 4 hits the anvil 9 through the hard water material 23.
そうすると、アンビル9の挿入部12が打撃体本体8内
に押込まれて、媒体封入室18内の蓄圧媒体を圧縮する
ため、この媒体は圧縮エネルギーを放出しようとして打
撃体本体8を押下げる。したがって、打撃体3によって
基礎杭Aが叩打される。次に、ハンマーラム4が上昇さ
れた後に再び自重で落下されて、既述のようにして基礎
杭Aの打込みがなされ、以上の繰返しによって杭打が行
われる・
以上の杭打ちにおいて、基礎杭ムの内空部aは通孔7&
および通気路16を介して溝14に連通されているから
、ハンマの打撃毎に内空部a内の空気が溝14内に逃げ
る。このため、上記内空部aの空気が圧縮されて、その
内圧によって基礎杭ムが破損されることを防止できる。Then, the insertion portion 12 of the anvil 9 is pushed into the striking body body 8 and compresses the pressure-accumulating medium in the medium enclosure chamber 18, so that this medium pushes down the striking body body 8 in an attempt to release compression energy. Therefore, the foundation pile A is struck by the striking body 3. Next, after the hammer ram 4 is raised, it is lowered again by its own weight, and the foundation pile A is driven in as described above, and the pile driving is performed by repeating the above steps. In the above pile driving, the foundation pile The inner space a of the chamber has through holes 7&
Since it is communicated with the groove 14 via the ventilation path 16, the air in the inner space a escapes into the groove 14 every time the hammer strikes. Therefore, it is possible to prevent the air in the inner space a from being compressed and damaging the foundation pile due to the internal pressure.
これとともに、ハンマーラム4の落下に伴って圧縮され
ながら下方に押出される空気流は、ハンマーラム4とア
ンビル9との間で生じる打撃騒音を運ぶが、この下向き
空気流に対向して通気路16から流出する上向き空気流
が溝14内でぶつかシ合う。このため1.下向き空気流
の勢いを減じさせることができ、この後下向き空気流は
シリンダ1の下端開口よシ放出される。At the same time, the airflow that is compressed and pushed downward as the hammer ram 4 falls carries the impact noise generated between the hammer ram 4 and the anvil 9. The upward airflow exiting from 16 meets within groove 14. For this reason, 1. The force of the downward airflow can be reduced, after which the downward airflow is discharged through the lower end opening of the cylinder 1.
したがって、下向き空気流を急激な膨張を抑制して放出
できる。しかも、既述のような通気路16を設けたこと
によル、枕頭支持部材5の下端開口から内空部aの空気
を逃がす必要がない。Therefore, the downward airflow can be released while suppressing rapid expansion. Moreover, by providing the air passage 16 as described above, there is no need to release the air in the inner space a from the lower end opening of the pillow head support member 5.
このため、杭頭と杭頭支持部材5の内面との間に大きな
遊びを必要とせず、したがって杭頭の遊動を抑制して杭
頭支持部からの騒音を抑制できる。すなわち、これらの
理由によって騒音の低減を図った杭打用ドp、ゾハンマ
を得ることができる・
なお、上記一実施例は以上のように構成したが、本発明
においてハンマーラムを昇降動させる機構は、既述の油
圧シリンダ式に限らず、クレーンの車体側や地上側に設
けられた油圧式又はエンジン式のウィンチ等を用いても
よい。Therefore, there is no need for a large amount of play between the pile cap and the inner surface of the pile cap support member 5, so that the movement of the pile cap can be suppressed and the noise from the pile cap support can be suppressed. In other words, for these reasons, it is possible to obtain a pile driving hammer with reduced noise. Although the above embodiment is configured as described above, in the present invention, the mechanism for raising and lowering the hammer ram is The winch is not limited to the hydraulic cylinder type described above, but may also be a hydraulic or engine type winch provided on the vehicle body side or the ground side of the crane.
また、上記一実施例では打撃体本体を1部材で形成した
が、これは複数の部材を連結して形成してもよい。Further, in the above embodiment, the striking body main body is formed of one member, but it may be formed by connecting a plurality of members.
さらに、上記一実施例では通気路を1つのみ設けたが複
数設けるようにしてもよい。Further, in the above embodiment, only one ventilation path is provided, but a plurality of ventilation paths may be provided.
その他、本発明の実施に当っては、発明の要旨に反しな
い限シ、シリンダ、ハンマーラム、打撃体、摺動部、枕
頭支持部材、通気路等の具体的な構造、形状、位置、材
質醇は、上記一実施例に制約されることなく、種々の態
様に構成して実施できることは勿論である。In addition, in carrying out the present invention, the specific structure, shape, position, material of the cylinder, hammer ram, striking body, sliding part, bedhead support member, ventilation passage, etc. shall be limited to the extent that it does not go against the gist of the invention. It goes without saying that the sake brewer is not limited to the one embodiment described above, and can be configured and implemented in various ways.
以上説明した本発明は上記特許請求の範囲に記載の構成
を要旨とするから、基礎杭内の空気をハンマの打撃毎に
打撃体の通気路を通して逃がすことができ、したがって
基礎杭の破損を防止できる。しかも、通気路からシリン
ダ内に流出する空気流によってシリンダ内の下向き空気
流の勢いを減じて、下向き空気流をその急激な膨張を抑
制してシリンダから放出できるから、騒音を低減するこ
とができる等の効果がある。Since the present invention described above has the configuration described in the claims above, the air inside the foundation pile can be released through the ventilation path of the striking body every time the hammer strikes, thus preventing damage to the foundation pile. can. Moreover, the airflow flowing into the cylinder from the air passage reduces the force of the downward airflow inside the cylinder, suppressing the sudden expansion of the downward airflow and releasing it from the cylinder, reducing noise. There are other effects.
図面は本発明の一実施例を示し、第1図は一部を断面し
て示す側面図、第2図は要部の拡大断面図である0
1・・・シリンダ、3・・・打撃体、4・・・ハンマー
ラム、5・・・杭頭支持部材、12.13・・・摺動部
、16・・・通気路、A・・・基礎杭、a・・・内空部
。The drawings show an embodiment of the present invention, in which FIG. 1 is a partially sectional side view, and FIG. 2 is an enlarged sectional view of essential parts. , 4... Hammer ram, 5... Pile head support member, 12.13... Sliding part, 16... Ventilation path, A... Foundation pile, a... Inner space.
Claims (1)
したシリンダの下端側に、上記ハンマーラムの落下によ
ル打圧されゐ打撃体を上下動可能に設け、この打撃体の
下端側に杭頭を支持する杭頭支持部材を取付けた杭打用
ドロップノ・ンマにおいて、上記打撃体の上記シリンダ
内面に摺接する摺動・部間とキャップ形の杭頭支持部材
内とを連通する通気路を、上記打撃体に設けたことを特
徴とする杭打用ドロップノ1ンマ。A hammer ram that is allowed to fall under its own weight is housed in a cylinder that can be moved up and down, and a striking body that can be moved up and down is installed on the lower end of the cylinder that is movable up and down when the hammer ram falls. In a drop hammer for piling driving equipped with a pile head support member that supports a pile head, an air passage is provided that communicates between the sliding portion of the impacting body that slides on the inner surface of the cylinder and the inside of the cap-shaped pile head support member. A drop hammer for driving piles, characterized in that it is provided on the above-mentioned impacting body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10881884A JPS60253621A (en) | 1984-05-29 | 1984-05-29 | Drop hammer for driving pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10881884A JPS60253621A (en) | 1984-05-29 | 1984-05-29 | Drop hammer for driving pile |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS60253621A true JPS60253621A (en) | 1985-12-14 |
| JPH0332653B2 JPH0332653B2 (en) | 1991-05-14 |
Family
ID=14494289
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10881884A Granted JPS60253621A (en) | 1984-05-29 | 1984-05-29 | Drop hammer for driving pile |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS60253621A (en) |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4918406U (en) * | 1972-05-20 | 1974-02-16 | ||
| JPS49119405A (en) * | 1973-03-19 | 1974-11-14 |
-
1984
- 1984-05-29 JP JP10881884A patent/JPS60253621A/en active Granted
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4918406U (en) * | 1972-05-20 | 1974-02-16 | ||
| JPS49119405A (en) * | 1973-03-19 | 1974-11-14 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0332653B2 (en) | 1991-05-14 |
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