JPH0333782Y2 - - Google Patents

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Publication number
JPH0333782Y2
JPH0333782Y2 JP9010785U JP9010785U JPH0333782Y2 JP H0333782 Y2 JPH0333782 Y2 JP H0333782Y2 JP 9010785 U JP9010785 U JP 9010785U JP 9010785 U JP9010785 U JP 9010785U JP H0333782 Y2 JPH0333782 Y2 JP H0333782Y2
Authority
JP
Japan
Prior art keywords
sheet pile
sheet
movable joint
joint
piles
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
JP9010785U
Other languages
Japanese (ja)
Other versions
JPS61206730U (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 JP9010785U priority Critical patent/JPH0333782Y2/ja
Publication of JPS61206730U publication Critical patent/JPS61206730U/ja
Application granted granted Critical
Publication of JPH0333782Y2 publication Critical patent/JPH0333782Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案は、埋立工事、護岸工事、堤防築造工
事等において地盤に設置する矢板壁に用いられる
可撓伸縮止水性PC矢板に関するものである。
[Detailed description of the invention] [Industrial application field] This invention relates to flexible expandable and water-stopping PC sheet piles used for sheet pile walls installed on the ground in reclamation work, bank protection work, embankment construction work, etc.

〔従来技術〕[Prior art]

従来、鋼矢板壁に用いられる可撓伸縮止水性矢
板として、U形鋼矢板をウエブ中央で分断して構
成した一対の鋼製分割型矢板が間隔をおいて平行
に配置され、矢板長手方向に延長するゴム製可撓
性止水材の巾方向の両側部分が各分割型矢板に当
接されてボルトおよび帯状押え部材により締付結
合されている構造のものが提案されている。
Conventionally, as flexible stretchable water-stopping sheet piles used for steel sheet pile walls, a pair of split steel sheet piles, each made by dividing a U-shaped steel sheet pile at the center of the web, are arranged parallel to each other with an interval between them. A structure has been proposed in which both sides of the extending rubber flexible water stop material in the width direction are brought into contact with each split sheet pile and are tightened and connected by bolts and band-shaped holding members.

しかるに、この可撓伸縮止水性矢板における鋼
製分割型矢板は剛性が小さいので撓み変形し易
く、しかも腐食するので耐久性が劣るという問題
がある。
However, the steel split type sheet piles in this flexible, expandable and water-stopping sheet pile have low rigidity and are therefore susceptible to bending and deformation, and are corroded, resulting in poor durability.

〔考案の目的、構成〕[Purpose of the invention, structure]

この考案は前述の問題を有利に解決できる可撓
伸縮止水性PC矢板を提供することを目的とする
ものであつて、この考案の要旨とするところは、
PC矢板本体1における矢板巾方向の一側部に矢
板表面から矢板裏面側に引込んでいる凹部2が設
けられ、かつ前記PC矢板本体1における矢板巾
方向の他側部に矢板長手方向に延長する継手部が
設けられて、一対の可動継手部PC矢板4,5が
構成され、各可動継手部PC矢板4,5における
凹部2が対向するように配置され、可撓伸縮性止
水材6は各可動継手部PC矢板4,5の凹部2に
より囲まれた部分に収容されると共にその凹部2
に結合され、各可動継手部PC矢板4,5の上端
部は鋼製上部連結部材7およびボルト8により仮
結合され、各可動継手部PC矢板4,5の下端部
に取付けられた楔形沓9は仮係合されていること
を特徴とする可撓伸縮止水性PC矢板にある。
The purpose of this invention is to provide a flexible stretchable water-stopping PC sheet pile that can advantageously solve the above-mentioned problems, and the gist of this invention is to:
A recess 2 is provided on one side of the PC sheet pile body 1 in the sheet pile width direction, and extends in the sheet pile longitudinal direction on the other side of the PC sheet pile body 1 in the sheet pile width direction. A pair of movable joint PC sheet piles 4 and 5 are constructed by providing a joint part, and the recesses 2 in each movable joint part PC sheet piles 4 and 5 are arranged to face each other, and the flexible stretchable water stop material 6 is Each movable joint part is housed in a portion surrounded by the recess 2 of the PC sheet piles 4 and 5, and the recess 2
The upper ends of each movable joint part PC sheet piles 4 and 5 are temporarily joined by a steel upper connecting member 7 and bolts 8, and wedge-shaped shoes 9 are attached to the lower ends of each movable joint part PC sheet piles 4 and 5. is a flexible stretchable water-stopping PC sheet pile characterized by being temporarily engaged.

〔実施例〕〔Example〕

次にこの考案を図示の例によつて詳細に説明す
る。
Next, this invention will be explained in detail using illustrated examples.

第1図ないし第5図はこの考案の一実施例に係
る可撓伸縮止水性PC矢板を示すものであつて、
PC矢板本体1における矢板巾方向の一側部に、
矢板表面から矢板裏面側に引込んでいる凹部2が
設けられると共に、鋼製被覆補強板10が一体に
固定され、かつPC矢板本体1における矢板巾方
向の他側部には、矢板長手方向に延長する断面フ
ツク形の継手金具3における長腕が埋込固定され
て、一対の可動継手部PC矢板4,5が構成され、
前記継手金具3により継手部が構成されている。
Figures 1 to 5 show a flexible stretchable water-stopping PC sheet pile according to an embodiment of this invention,
On one side of the PC sheet pile body 1 in the sheet pile width direction,
A recess 2 recessed from the front surface of the sheet pile to the back side of the sheet pile is provided, a steel covered reinforcing plate 10 is integrally fixed, and a recess 2 extending in the longitudinal direction of the sheet pile is provided on the other side of the PC sheet pile main body 1 in the sheet pile width direction. The long arms of the joint fitting 3 having a hook-shaped cross section are embedded and fixed to form a pair of movable joint portions PC sheet piles 4 and 5,
The joint fitting 3 constitutes a joint portion.

前記被覆補強板10の上端部の表面板および裏
面板に、袋ナツトからなる複数の雌ねじ部材11
が溶接により固着されると共に複数のボルト挿通
用透孔が設けられ、かつ被覆補強板10の下端部
の表面板および裏面板には、袋ナツトからなる複
数の雌ねじ部材12が固着されると共に複数のボ
ルト挿通用透孔が設けられ、さらに基端にアンカ
ー頭部を備えている多数のアンカーボルト13は
矢板長手方向に間隔をおいて配置され、そのアン
カーボルト13の中間部は被覆補強板10におけ
る凹部底板に貫通されて溶接により固着され、前
記各雌ねじ部材11,12およびアンカーボルト
13の基端側部分はPC矢板本体1に埋込まれて
いる。
A plurality of female screw members 11 made of cap nuts are provided on the front and back plates at the upper end of the covering reinforcing plate 10.
are fixed by welding and provided with a plurality of through-holes for bolt insertion, and a plurality of female screw members 12 made of cap nuts are fixed to the front plate and back plate at the lower end of the covering reinforcing plate 10. A large number of anchor bolts 13 each having a through-hole for bolt insertion and having an anchor head at the base end are arranged at intervals in the longitudinal direction of the sheet pile, and the intermediate portions of the anchor bolts 13 are connected to the covering reinforcing plate 10. The base end portions of the female screw members 11 and 12 and the anchor bolt 13 are embedded in the PC sheet pile main body 1, and are fixed by welding.

中間に複数の円孤状屈曲部14を有すると共に
巾方向の両側に取付フランジ15を有するゴム製
帯状可撓伸縮性止水材6は、前記各可動継手部
PC矢板4,5における被覆補強板10の凹部底
板にわたつて配置され、かつ取付フランジ15の
表面には帯状鋼板からなる押え部材16が当接さ
れ、前記アンカーボルト13は取付フランジ15
および押え部材16に挿通され、アンカーボルト
13の突出部に螺合されたナツト17の締付力に
より取付フランジ15が前記凹部底板に対し水密
に結合されている。
A rubber strip-shaped flexible stretchable waterproof material 6 having a plurality of arc-shaped bent portions 14 in the middle and mounting flanges 15 on both sides in the width direction is attached to each movable joint portion.
A holding member 16 made of a band-shaped steel plate is disposed across the bottom plate of the recess of the covered reinforcing plate 10 in the PC sheet piles 4 and 5, and is in contact with the surface of the mounting flange 15.
The mounting flange 15 is watertightly coupled to the recessed bottom plate by the tightening force of a nut 17 inserted through the holding member 16 and screwed onto the protrusion of the anchor bolt 13.

各可動継手部PC矢板4,5の上端部の表面お
よび裏面にわたつてそれぞれ鋼製上部連結部材7
が配置され、その上部連結部材7および被覆補強
板10に挿通されたボルト8は雌ねじ部材11に
螺合され、そのボルト8および上部連結部材7に
より各可動継手部PC矢板4,5の上端部が仮結
合されている。
A steel upper connecting member 7 is provided over the front and back surfaces of the upper end of each movable joint part PC sheet piles 4 and 5.
is arranged, and the bolt 8 inserted through the upper connecting member 7 and the covered reinforcing plate 10 is screwed into the female thread member 11, and the upper end of each movable joint PC sheet pile 4, 5 is connected by the bolt 8 and the upper connecting member 7. are temporarily connected.

鋼板に曲げ加工が施されてV字状に配置された
一対の傾斜板18および各傾斜板18の上端部か
ら上方向に延長する取付板19が形成されると共
に、各傾斜板18が補強リブ20を介して連結さ
れて鋼製楔形沓9が構成され、各可動継手部PC
矢板4,5の下端部にはそれぞれ楔形沓9が嵌合
され、その楔形沓9の取付板19および被覆補強
板10に挿通されて雌ねじ部材12に螺合された
ボルト21により、各可動継手部PC矢板4,5
の下端部にそれぞれ楔形沓9が固定され、かつ隣
り合う楔形沓9における傾斜板18にわたつて帯
状鋼板からなる下部連結部材22が配置され、そ
の下部連結部材22は各楔形沓9の傾斜板18に
対し溶接により結合されているが、少なくとも一
方の傾斜板18と下部連結部材22との結合は、
一方の可動継手部PC矢板にのみハンマーによる
打撃力または強い押圧力を加えたとき破壊される
低強度の仮結合になつている。
A pair of inclined plates 18 arranged in a V-shape by bending a steel plate and a mounting plate 19 extending upward from the upper end of each inclined plate 18 are formed, and each inclined plate 18 has reinforcing ribs. 20 to form a steel wedge-shaped shoe 9, each movable joint part PC
Wedge-shaped shoes 9 are fitted to the lower ends of the sheet piles 4 and 5, respectively, and bolts 21 inserted through the mounting plate 19 and the covering reinforcing plate 10 of the wedge-shaped shoes 9 and screwed into the female threaded member 12 connect each movable joint. Part PC sheet pile 4,5
A wedge-shaped shoe 9 is fixed to the lower end of each wedge-shaped shoe 9, and a lower connecting member 22 made of a band-shaped steel plate is arranged across the inclined plates 18 of the adjacent wedge-shaped shoes 9. 18 by welding, the connection between at least one inclined plate 18 and the lower connecting member 22 is as follows.
This is a low-strength temporary connection that will be destroyed when a hammer blow or strong pressing force is applied to only one movable joint of the PC sheet pile.

前述のように構成された可撓伸縮止水性PC矢
板はPC矢板壁の適当位置に介在され、第6図な
いし第9図に示すように、PC矢板25の巾方向
の一側部に前述のような断面フツク形の継手金具
23が固定されると共に、そのPC矢板25の巾
方向の他側部に継手溝24が設けられ、そのPC
矢板25の前記継手金具23は一方の可動継手部
PC矢板4における継手金具3に噛み合わされ、
かつPC矢板28の巾方向の一側部に前述のよう
な断面フツク形の継手金具23が固定されると共
に、そのPC矢板28の巾方向の他側部に設けら
れた継手突条26の頂部にアンカー部材を有する
鋼製帯状体30が固定され、その帯状板30にゴ
ム製シール材27が接着剤により固着され、前記
PC矢板28の継手金具23は他方の可動継手部
PC矢板5における継手金具3に噛み合わされて
いる。またPC矢板壁を構成する通常のPC矢板2
9は、巾方向の一側部に継手突条26を有すると
共に巾方向の他側部に継手溝24を有し、かつ前
記継手突条26の頂部にアンカー部材を有する鋼
製帯状板30が固定され、その帯状板30にゴム
製シール材27が接着剤により固着され、前記
PC矢板25の継手溝24にPC矢板29の弾性シ
ール材27が接合されると共に、前記PC矢板2
8の弾性シール材27にPC矢板29の継手溝2
4が接合されている。
The flexible stretchable water-stopping PC sheet pile constructed as described above is interposed at an appropriate position on the PC sheet pile wall, and as shown in FIGS. 6 to 9, the aforementioned A joint fitting 23 having a hook-shaped cross section is fixed, and a joint groove 24 is provided on the other side in the width direction of the PC sheet pile 25.
The joint fitting 23 of the sheet pile 25 is one movable joint part.
It is engaged with the joint fitting 3 in the PC sheet pile 4,
In addition, a joint fitting 23 having a hook-shaped cross section as described above is fixed to one side in the width direction of the PC sheet pile 28, and the top of the joint protrusion 26 provided on the other side in the width direction of the PC sheet pile 28. A steel strip 30 having an anchor member is fixed to the strip 30, and a rubber sealing material 27 is fixed to the strip 30 with an adhesive.
The joint fitting 23 of the PC sheet pile 28 is the other movable joint part.
It is engaged with the joint fitting 3 in the PC sheet pile 5. In addition, the normal PC sheet pile 2 that makes up the PC sheet pile wall
9 has a joint protrusion 26 on one side in the width direction, a joint groove 24 on the other side in the width direction, and a steel strip plate 30 having an anchor member on the top of the joint protrusion 26. The rubber sealing material 27 is fixed to the strip plate 30 with adhesive, and the above-mentioned
The elastic sealing material 27 of the PC sheet pile 29 is joined to the joint groove 24 of the PC sheet pile 25, and the PC sheet pile 2
The joint groove 2 of the PC sheet pile 29 is inserted into the elastic sealing material 27 of 8.
4 are joined.

前記可撓伸縮止水性PC矢板を打設する場合、
各可動継手部PC矢板4,5は仮結合されている
ので一体となつて打込まれていく。可撓伸縮止水
性PC矢板が所定の深さまで打込まれたのち、ボ
ルト8が螺脱されると共に鋼製上部連結部材7が
取外されて、可動継手部PC矢板4,5の上端部
の仮結合が解かれ、次に一方の可動継手部PC矢
板が、ハンマーにより打撃されるかまたは強力に
押下げられて、各楔形沓9の仮結合が解かれる。
When driving the flexible stretchable water-stopping PC sheet pile,
Since the movable joint portions PC sheet piles 4 and 5 are temporarily connected, they are driven as one unit. After the flexible expandable water-stopping PC sheet piles are driven to a predetermined depth, the bolts 8 are unthreaded and the steel upper connecting member 7 is removed, and the upper ends of the movable joint portions of the PC sheet piles 4 and 5 are removed. The temporary connection is released, and then one of the movable joint PC sheet piles is hit with a hammer or strongly pushed down, and the temporary connection of each wedge-shaped shoe 9 is released.

この考案を実施する場合、一方の可動継手部
PC矢板4における巾方向の他側部(凹部2と反
対側の部分)に継手溝を設けて、その継手溝に通
常のPC矢板29における継手突条26および弾
性シール材27を嵌入し、かつ他方の可動継手部
PC矢板5における巾方向の他側部(凹部2と反
対側の部分)に前記継手突条26および弾性シー
ル材27を設けて、これらを通常のPC矢板29
における継手溝24に嵌入してもよい。
When implementing this idea, one movable joint part
A joint groove is provided on the other side of the PC sheet pile 4 in the width direction (the part opposite to the recess 2), and the joint protrusion 26 and elastic sealing material 27 of the ordinary PC sheet pile 29 are fitted into the joint groove, and Other movable joint
The joint protrusion 26 and the elastic sealing material 27 are provided on the other side in the width direction of the PC sheet pile 5 (the part opposite to the recess 2), and these are connected to the normal PC sheet pile 29.
It may fit into the joint groove 24 in.

〔考案の効果〕[Effect of idea]

この考案によれば、PC矢板本体1における矢
板巾方向の一側部に矢板表面から矢板裏面側に引
込んでいる凹部2が設けられ、かつ前記PC矢板
本体1における矢板巾方向の他側部に矢板長手方
向に延長する継手部が設けられて、一対の可動継
手部PC矢板4,5が構成され、各可動継手部PC
矢板4,5における凹部2が対向するように配置
され、可撓伸縮性止水材6は各可動継手部PC矢
板4,5の凹部2に結合されているので、剛性の
大きいPC矢板壁用可撓伸縮止水性PC矢板が得ら
れ、かつ鋼製分割型矢板を使用した前記従来の可
撓伸縮止水性矢板に比べて耐久性に富み、さらに
前記可撓伸縮性止水材6は各可動継手部PC矢板
4,5の凹部2により囲まれた部分に収容される
と共に、各可動継手部PC矢板4,5の上端部は
鋼製上部連結部材7およびボルト8により仮結合
され、しかも各可動継手部PC矢板4,5の下端
部に取付けられた楔形沓9は仮結合されているの
で、可撓伸縮止水性PC矢板を運搬したり取扱う
際に、可撓伸縮性止水材6が他物に衝突したり過
大な張力を受けたりして損傷あるいは破損するこ
とはなく、また可撓伸縮止水性PC矢板を地盤に
打設したのちは、単にボルト8を螺脱して上部連
結部材7を取外すことにより、各可動継手部PC
矢板4,5の上端部の仮結合を容易にかつ迅速に
解くことができ、さらにまた、単に一方の可動継
手部PC矢板をハンマーで打撃するかまたは強力
に押下げることにより、各楔形沓9の仮結合を解
くことができ、そのため、可撓伸縮性止水材6に
より一対の可動継手部PC矢板4,5の間の止水
性を確保しながら、その一対の可動継手部PC矢
板4,5を、土圧や地盤の不等沈下に応じて、任
意方向に相対移動させることができる等の効果が
得られる。
According to this invention, a recess 2 recessed from the sheet pile surface to the back side of the sheet pile is provided on one side of the PC sheet pile main body 1 in the sheet pile width direction, and a recess 2 is provided on the other side of the PC sheet pile main body 1 in the sheet pile width direction. A pair of movable joint parts PC sheet piles 4 and 5 are provided with a joint part extending in the longitudinal direction of the sheet pile, and each movable joint part PC
The recesses 2 in the sheet piles 4 and 5 are arranged to face each other, and the flexible and stretchable water stop material 6 is connected to the recess 2 in each movable joint portion of the PC sheet piles 4 and 5. The flexible stretchable water-stopping PC sheet pile is obtained, and is more durable than the conventional flexible stretchable water-stopping sheet pile using steel split type sheet piles, and furthermore, the flexible stretchable waterstopping material 6 is movable. The joint parts PC sheet piles 4 and 5 are accommodated in the portion surrounded by the recess 2, and the upper ends of each movable joint part PC sheet piles 4 and 5 are temporarily connected by a steel upper connecting member 7 and a bolt 8, and each The wedge-shaped shoes 9 attached to the lower ends of the movable joint parts PC sheet piles 4 and 5 are temporarily connected, so when transporting or handling the flexible stretchable water-stopping material 6, the flexible and stretchable water-stopping material 6 is It will not be damaged or broken by colliding with other objects or being subjected to excessive tension, and after the flexible extensible water-stopping PC sheet pile is driven into the ground, simply unscrew the bolt 8 and the upper connecting member 7 By removing each movable joint part PC
The temporary connection between the upper ends of the sheet piles 4 and 5 can be easily and quickly released, and each wedge-shaped shoe 9 can be easily and quickly released by simply hitting one movable joint PC sheet pile with a hammer or pressing down strongly. Therefore, while ensuring water-stopping properties between the pair of movable joint parts PC sheet piles 4 and 5 by the flexible stretchable water stop material 6, the temporary connection between the pair of movable joint parts PC sheet piles 4 and 5 can be relatively moved in any direction depending on the earth pressure and uneven subsidence of the ground.

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

第1図ないし第5図はこの考案の一実施例に係
る可撓伸縮止水性PC矢板を示すものであつて、
第1図は正面図、第2図は側面図、第3図は縦断
側面図、第4図は一部切欠拡大平面図、第5図は
可撓伸縮止水性継手部の拡大横断平面図である。
第6図は前記可撓伸縮止水性PC矢板を介在させ
たPC矢板壁の一部を示す横断平面図、第7図は
継手金具によるPC矢板継手部を示す拡大横断平
面図、第8図は継手溝と継手突条と中空弾性シー
ル材とによるPC矢板継手部を示す拡大横断平面
図、第9図は前記可撓伸縮止水性PC矢板を介在
させたPC矢板壁の一部を示す正面図である。 図において、1はPC矢板本体、2は凹部、3
は継手金具、4および5は可動継手部PC矢板、
6は可撓伸縮性止水材、7は鋼製上部連結部材、
8はボルト、9は楔形沓、10は鋼製被覆補強
板、13はアンカーボルト、14は円弧状屈曲
部、15は取付フランジ、16は押え部材、17
はナツト、21はボルト、22は下部連結部材で
ある。
Figures 1 to 5 show a flexible stretchable water-stopping PC sheet pile according to an embodiment of this invention,
Figure 1 is a front view, Figure 2 is a side view, Figure 3 is a vertical side view, Figure 4 is a partially cutaway enlarged plan view, and Figure 5 is an enlarged cross-sectional plan view of the flexible elastic water-stop joint. be.
FIG. 6 is a cross-sectional plan view showing a part of the PC sheet pile wall with the flexible stretchable water-stopping PC sheet pile interposed therebetween, FIG. 7 is an enlarged cross-sectional plan view showing a PC sheet pile joint using a joint fitting, and FIG. FIG. 9 is an enlarged cross-sectional plan view showing a PC sheet pile joint made up of a joint groove, a joint protrusion, and a hollow elastic sealing material, and FIG. 9 is a front view showing a part of a PC sheet pile wall with the flexible stretchable water-stopping PC sheet pile interposed therein. It is. In the figure, 1 is the PC sheet pile body, 2 is the recess, and 3
is the joint fitting, 4 and 5 are the movable joint part PC sheet pile,
6 is a flexible elastic water stop material, 7 is a steel upper connecting member,
8 is a bolt, 9 is a wedge-shaped shoe, 10 is a steel covered reinforcing plate, 13 is an anchor bolt, 14 is an arcuate bent portion, 15 is a mounting flange, 16 is a holding member, 17
21 is a nut, 21 is a bolt, and 22 is a lower connecting member.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] PC矢板本体1における矢板巾方向の一側部に
矢板表面から矢板裏面側に引込んでいる凹部2が
設けられ、かつ前記PC矢板本体1における矢板
巾方向の他側部に矢板長手方向に延長する継手部
が設けられて、一対の可動継手部PC矢板4,5
が構成され、各可動継手部PC矢板4,5におけ
る凹部2が対向するように配置され、可撓伸縮性
止水材6は各可動継手部PC矢板4,5の凹部2
により囲まれた部分に収容されると共にその凹部
2に結合され、各可動継手部PC矢板4,5の上
端部は鋼製上部連結部材7およびボルト8により
仮結合され、各可動継手部PC矢板4,5の下端
部に取付けられた楔形沓9は仮結合されているこ
とを特徴とする可撓伸縮止水性PC矢板。
A recess 2 is provided on one side of the PC sheet pile body 1 in the sheet pile width direction, and extends in the sheet pile longitudinal direction on the other side of the PC sheet pile body 1 in the sheet pile width direction. A joint part is provided, and a pair of movable joint parts PC sheet piles 4, 5
are arranged so that the recesses 2 in each movable joint part PC sheet piles 4 and 5 face each other, and the flexible stretchable water stop material 6 is arranged in the recess part 2 of each movable joint part PC sheet piles 4 and 5.
The upper ends of each movable joint part PC sheet piles 4 and 5 are temporarily joined by a steel upper connecting member 7 and bolt 8, and each movable joint part PC sheet pile A flexible stretchable water-stopping PC sheet pile characterized in that the wedge-shaped shoes 9 attached to the lower ends of 4 and 5 are temporarily connected.
JP9010785U 1985-06-17 1985-06-17 Expired JPH0333782Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9010785U JPH0333782Y2 (en) 1985-06-17 1985-06-17

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9010785U JPH0333782Y2 (en) 1985-06-17 1985-06-17

Publications (2)

Publication Number Publication Date
JPS61206730U JPS61206730U (en) 1986-12-27
JPH0333782Y2 true JPH0333782Y2 (en) 1991-07-17

Family

ID=30644806

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9010785U Expired JPH0333782Y2 (en) 1985-06-17 1985-06-17

Country Status (1)

Country Link
JP (1) JPH0333782Y2 (en)

Also Published As

Publication number Publication date
JPS61206730U (en) 1986-12-27

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