JPH033677Y2 - - Google Patents
Info
- Publication number
- JPH033677Y2 JPH033677Y2 JP15014085U JP15014085U JPH033677Y2 JP H033677 Y2 JPH033677 Y2 JP H033677Y2 JP 15014085 U JP15014085 U JP 15014085U JP 15014085 U JP15014085 U JP 15014085U JP H033677 Y2 JPH033677 Y2 JP H033677Y2
- Authority
- JP
- Japan
- Prior art keywords
- end surface
- joint
- segment
- water
- corner
- 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
- 239000004567 concrete Substances 0.000 claims description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 35
- 230000001012 protector Effects 0.000 description 9
- 230000002093 peripheral effect Effects 0.000 description 6
- 230000000694 effects Effects 0.000 description 4
- 238000003780 insertion Methods 0.000 description 4
- 230000037431 insertion Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 238000004804 winding Methods 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 1
- 229920005549 butyl rubber Polymers 0.000 description 1
- 125000003178 carboxy group Chemical group [H]OC(*)=O 0.000 description 1
- 229920001971 elastomer Polymers 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910000000 metal hydroxide Inorganic materials 0.000 description 1
- 150000004692 metal hydroxides Chemical class 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Description
【考案の詳細な説明】
(産業上の利用分野)
本考案は、シールド式トンネル工法においてト
ンネルの内張に用いられるコンクリート製セグメ
ントの継手金具に関する。[Detailed Description of the Invention] (Industrial Application Field) The present invention relates to a joint fitting for a concrete segment used for lining a tunnel in a shield type tunnel construction method.
(従来の技術)
第6図は従来の継手金具1を示し、前端面2が
コンクリート製セグメント本体3の接合端面4と
面一とされ、上端面5がセグメント本体3の外面
6に露出されて埋設される。そして前端面2に形
成された通孔7に挿通されるボルトを介して、隣
接するセグメントを接合するものである。また、
セグメントの接合端面4では、継手金具1の上端
面5の前縁8同志が圧接することにより、セグメ
ントの接合端面4の上端縁同志が圧接して欠損す
るのを防いでいる。なお、9は接合端面4の凹溝
10に充填されたシールである。(Prior Art) FIG. 6 shows a conventional joint fitting 1, in which the front end surface 2 is flush with the joint end surface 4 of the concrete segment body 3, and the upper end surface 5 is exposed to the outer surface 6 of the segment body 3. Buried. Adjacent segments are then joined together via bolts inserted into through holes 7 formed in the front end surface 2. Also,
At the joining end surfaces 4 of the segments, the front edges 8 of the upper end surfaces 5 of the joint fittings 1 are pressed against each other, thereby preventing the upper end edges of the joining end surfaces 4 of the segments from being pressed against each other and damaged. Note that 9 is a seal filled in the groove 10 of the joint end surface 4.
(考案が解決しようとする問題点)
上記のようなコンクリート製セグメントでは、
継手金具1の上端面5とセグメント本体3の外面
6との境界部、及び継手金具1のシール9より上
方の前端面2とセグメント本体3の接合端面4と
の境界部にごく僅かの隙間が生じるため、地盤か
ら湧水があるとその隙間から水が侵入して内部に
漏水する虞れがある。この場合、継手金具1の上
端面5の周長さが大きい程水の流路は大きくなつ
て水は侵入し易い。しかし、継手金具1の上端面
5の前縁8は、隣接する継手金具の上端面前縁と
圧接することから、その周長さは一定の寸法を必
要とし、ある程度の地盤からの湧水の侵入は避け
られないものである。(Problem that the invention attempts to solve) In concrete segments like the above,
There is a very small gap at the boundary between the upper end surface 5 of the fitting 1 and the outer surface 6 of the segment main body 3, and at the boundary between the front end surface 2 of the fitting 1 above the seal 9 and the joint end surface 4 of the segment main body 3. Therefore, if water springs from the ground, there is a risk that water may enter through the gaps and leak into the interior. In this case, the larger the circumferential length of the upper end surface 5 of the joint fitting 1, the larger the water flow path becomes, making it easier for water to enter. However, since the front edge 8 of the upper end surface 5 of the fitting 1 comes into pressure contact with the front edge of the upper end surface of the adjacent fitting, its circumference must have a certain dimension, and a certain amount of spring water may enter from the ground. is unavoidable.
本考案は上記の鑑み、継手金具の上端面とセグ
メント本体の外面との境界部、及び継手金具の前
端面とセグメント本体の接合端面との境界部の隙
間から侵入してくる水が、セグメント内部に漏水
するのを防止できる継手金具を提供することを目
的とする。 In view of the above, the present invention has been developed to prevent water from entering the inside of the segment through the gap between the upper end surface of the fitting and the outer surface of the segment body, and the boundary between the front end surface of the fitting and the joint end surface of the segment main body. The purpose of the present invention is to provide a fitting that can prevent water from leaking.
(問題点を解決するための手段)
本考案が、従来技術の問題点を解決するために
講じる技術的手段の特徴とするところは、コンク
リート製のセグメント本体11aの接合端部に埋
設される継手金具12であつて、前端面14がセ
グメント本体11aの接合端面15と面一とされ
ると共に上端面16がセグメント本体11aの外
面17に露出されて外方側に埋設される角保護部
13と、前端面19が前記接合端面14と面一と
されて、内方側に埋設される接合部18と、前端
面26が角保護部13の前端面14よりも後方に
位置されると共に左右側面27,28が角保護部
13の左右側面29,30よりも内側方に位置さ
れて角保護部13と接合部18とを連結する連結
部25とを備えている点にある。(Means for Solving the Problems) The technical measures taken by the present invention to solve the problems of the prior art are characterized by a joint buried in the joint end of the concrete segment body 11a. A corner protection part 13 of the metal fitting 12, in which the front end surface 14 is flush with the joint end surface 15 of the segment main body 11a, and the upper end surface 16 is exposed to the outer surface 17 of the segment main body 11a and is buried on the outer side. , a joint portion 18 whose front end surface 19 is flush with the joint end surface 14 and is buried inward; and a front end surface 26 which is located rearward of the front end surface 14 of the corner protector 13 and which is located on the left and right sides. 27 and 28 are provided with a connecting portion 25 which is located inwardly than the left and right side surfaces 29 and 30 of the corner protecting portion 13 and connects the corner protecting portion 13 and the joining portion 18.
(作用)
連結部25の前端面26が角保護部13の前端
面14よりも後方に位置され、連結部25の左右
側面27,28が角保護部13の左右側面29,
30よりも内側方に位置されているので、連結部
25の周長さは角保護部13の周長さよりも短く
なる。従つて、角保護部13の上端面1bとセグ
メント本体11aの外面17、及び角保護部13
の前端面14とセグメント本体11aの接合断面
15との隙間から侵入した水がセグメント内部に
到達するには、連結部25外周を通らなければな
らないことから、角保護部13の周長さを短くす
ることなく水のセグメント内部への流路を小さく
したことになる。(Function) The front end surface 26 of the connecting portion 25 is located rearward than the front end surface 14 of the corner protecting portion 13, and the left and right side surfaces 27, 28 of the connecting portion 25 are located closer to the left and right side surfaces 29, 28 of the corner protecting portion 13.
30, the circumferential length of the connecting portion 25 is shorter than the circumferential length of the corner protecting portion 13. Therefore, the upper end surface 1b of the corner protector 13, the outer surface 17 of the segment main body 11a, and the corner protector 13
Since water entering through the gap between the front end surface 14 of the front end surface 14 and the joint cross section 15 of the segment main body 11a must pass through the outer periphery of the connecting portion 25 in order to reach the inside of the segment, the circumferential length of the corner protecting portion 13 is shortened. This means that the flow path for water into the interior of the segment has been reduced without causing any damage.
また、角保護部13の前端面14及び左右側面
29,30の隙間から侵入した水が連結部25周
りに到るには、一旦角保護部13の下面34をつ
たう必要があり、水の流路が折れ曲がつたものと
されて、水は流れにくいものとされている。 In addition, in order for the water that has entered through the gap between the front end surface 14 and the left and right side surfaces 29 and 30 of the corner protection part 13 to reach around the connecting part 25, it is necessary to flow down the bottom surface 34 of the corner protection part 13, and the water flows The road is said to be winding, making it difficult for water to flow.
(実施例)
以下、本考案の実施例を図面に基づき説明す
る。(Example) Hereinafter, an example of the present invention will be described based on the drawings.
第2図において、11はコンクリート製セグメ
ントであり、シールド式トンネル工法においてト
ンネルの内張に用いられるものである。該セグメ
ント本体11aは円弧形状を呈し、複数がリング
状に接合されるもので、鉄筋コンクリート製セグ
メント本体11aの接合端部には第1図に示すよ
うな継手金具12が埋設されて構成されている。 In FIG. 2, reference numeral 11 indicates a concrete segment, which is used for lining a tunnel in the shield tunnel construction method. The segment body 11a has an arc shape, and a plurality of segment bodies 11a are joined in a ring shape, and a joint fitting 12 as shown in FIG. 1 is embedded in the joint end of the segment body 11a made of reinforced concrete. .
継手金具12において、13は矩形板状の角保
護部で、前端面14がセグメント本体11aの接
合端面15と面一とされると共に、上端面16が
セグメント本体11aの外面17に露出されてセ
グメント本体11a外方側に埋設されるものであ
る。 In the joint fitting 12, reference numeral 13 denotes a rectangular plate-shaped corner protector, whose front end surface 14 is flush with the joint end surface 15 of the segment body 11a, and whose upper end surface 16 is exposed to the outer surface 17 of the segment body 11a. It is buried on the outer side of the main body 11a.
18は接合部であつて、前端面19がセグメン
ト本体11aの接合端面15と面一とされてセグ
メント内方側に埋設されるものであり、内部に接
合用ボルト挿入用空間37が形成されている。該
接合部18は、半楕円形の前端壁面20と、該前
端壁面20の下縁を除く周縁から後方に延設され
た周壁21とを有し、下面及び後面は開放されて
いる。前端壁面20にはボルト通孔22が形成さ
れ、周壁21外面にはアンカー鉄筋螺着部23が
形成され、該螺着部23に螺着されるアンカー鉄
筋25によつて継手金具12をセグメント本体1
1a内に固定する。 Reference numeral 18 denotes a joint part, which is buried inside the segment so that its front end surface 19 is flush with the joint end surface 15 of the segment main body 11a, and a joint bolt insertion space 37 is formed inside. There is. The joint portion 18 has a semi-elliptical front end wall surface 20 and a peripheral wall 21 extending rearward from the periphery of the front end wall surface 20 except for the lower edge, and the lower surface and the rear surface are open. A bolt through hole 22 is formed in the front end wall surface 20, and an anchor reinforcing bar screwing part 23 is formed in the outer surface of the peripheral wall 21. An anchor reinforcing bar 25 screwed into the threading part 23 connects the joint fitting 12 to the segment main body. 1
Fixed within 1a.
25は矩形板状の連結部で、角保護部13と接
合部18とを連結するものであり、前端面26が
角保護部13の前端面14よりも後方に位置され
ると共に左右側面27,28が角保護部13の左
右側面29,30よりも内側方に位置されてい
る。該連結部25の外周には水洩れ防止シール部
材31が巻付けられている。該シール部材31
は、例えば水を吸収すると膨張する性質を持つゴ
ム材や、再生ブチルゴム系のようにカルボキシ基
等の活性基を含み、生コンクリート中の金属水酸
化物と化学結合して接着効果を奏するものが好ま
しい。 Reference numeral 25 denotes a rectangular plate-shaped connecting portion, which connects the corner protecting portion 13 and the joint portion 18, and has a front end surface 26 located behind the front end surface 14 of the corner protecting portion 13, and left and right side surfaces 27, 28 is located more inward than the left and right side surfaces 29 and 30 of the corner protection portion 13. A water leakage prevention seal member 31 is wrapped around the outer periphery of the connecting portion 25. The seal member 31
For example, there are rubber materials that have the property of expanding when they absorb water, and materials that contain active groups such as carboxy groups, such as recycled butyl rubber, and that chemically bond with metal hydroxides in ready-mixed concrete to produce an adhesive effect. preferable.
そして、セグメント本体11aの接合端面15
の角保護部13と接合部18との間には凹溝32
が形成され、該凹溝32にはシール部材33が充
填されている。 Then, the joint end surface 15 of the segment main body 11a
There is a groove 32 between the corner protection part 13 and the joint part 18.
is formed, and the groove 32 is filled with a sealing member 33.
上記継手金具12を埋設したセグメント本体1
1aは、接合部18の開放下面からボルトをボル
ト通孔22に挿通して隣接するセグメントと接合
されることになる。この接合状態で、角保護部1
3同志が圧接することで、セグメント本体11a
の接合端面15の上端縁同志が圧接して欠損する
のを防いでいる。 Segment body 1 in which the above-mentioned joint fittings 12 are embedded
1a is joined to the adjacent segment by inserting a bolt into the bolt through hole 22 from the open lower surface of the joint portion 18. In this bonded state, the corner protector 1
By pressing the three comrades, the segment main body 11a
This prevents the upper edges of the joining end surfaces 15 from coming into contact with each other and being damaged.
そして、トンネル地盤から湧水があつた場合、
その水は、角保護部13の上端面16とセグメン
ト本体11aの外面17との境界部のごく僅かの
隙間、及び角保護部13の前端面14とセグメン
ト本体11aの接合端面14との境界部のごく僅
かの隙間から侵入しようとする。その水がセグメ
ント本体11a内部に到るには、角保護部13の
下面34から連結部25の外周をつたわつていく
必要がある。ここで、連結部25の前端面26は
角保護部13の前端面14よりも後方に位置さ
れ、連結部25の左右側面27,28は角保護部
13の左右側面29,30よりも内側方に位置さ
れるので、連結部25の周長さは角保護部13の
周長さよりも短いものとされている。これによ
り、地盤からの湧水がセグメント本体11a内部
に到る流路は、水の侵入口である角保護部13の
外周では大きなものであつても、連結部25の外
周では小さなものとでき、水のセグメント内部へ
の漏水を防止できる。 If spring water comes from the tunnel ground,
The water leaks through a very small gap at the boundary between the upper end surface 16 of the corner protector 13 and the outer surface 17 of the segment body 11a, and at the boundary between the front end surface 14 of the corner protector 13 and the joint end surface 14 of the segment body 11a. Trying to get in through the smallest of gaps. In order for the water to reach the inside of the segment main body 11a, it needs to flow from the lower surface 34 of the corner protection part 13 to the outer periphery of the connecting part 25. Here, the front end surface 26 of the connecting portion 25 is located rearward than the front end surface 14 of the corner protecting portion 13, and the left and right side surfaces 27, 28 of the connecting portion 25 are located more inwardly than the left and right side surfaces 29, 30 of the corner protecting portion 13. Therefore, the circumferential length of the connecting portion 25 is shorter than the circumferential length of the corner protecting portion 13. As a result, even if the flow path through which spring water from the ground reaches the inside of the segment main body 11a is large at the outer periphery of the corner protection part 13, which is the water inlet, it can be made small at the outer periphery of the connecting part 25. , water can be prevented from leaking into the segment.
また、角保護部13の前端面14及び左右側面
29,30の隙間から侵入した水が連結部25周
りに到るには、一旦角保護部13の下面34をつ
たう必要があり、水の流路が折れ曲がつたものと
されて水は流れにくいものとされている。これに
よつて水のセグメント内部への漏水を防止でき
る。 In addition, in order for the water that has entered through the gap between the front end surface 14 and the left and right side surfaces 29 and 30 of the corner protection part 13 to reach around the connecting part 25, it is necessary to flow down the bottom surface 34 of the corner protection part 13, and the water flows The road is said to be winding, making it difficult for water to flow through it. This prevents water from leaking into the segment.
さらに本実施例では、連結部25にシール部材
31を巻付けることで、漏水防止をより完全なも
のとしている。 Furthermore, in this embodiment, by wrapping the sealing member 31 around the connecting portion 25, water leakage can be more completely prevented.
第3図は前記実施例とは異なつた実施例に係
り、その相違点は、連結部25の後端面35は角
保護部13の後端面36よりも前記実施例では前
方に位置されているが本実施例では面一とされて
いる。その他の構成は前記実施例と同一で同一符
号で示す。この実施例によつても前記実施例と同
様の効果が得られる。もつとも、前記実施例の方
が、角保護部13の後端面36から侵入した水の
連結部25外周への流路が折れ曲がることになる
ので、漏水防止効果は大きい。 FIG. 3 shows an embodiment different from the embodiment described above, and the difference is that the rear end surface 35 of the connecting part 25 is located forward of the rear end surface 36 of the corner protection part 13 in the embodiment described above. In this embodiment, they are flush. The other configurations are the same as those of the previous embodiment and are indicated by the same reference numerals. This embodiment also provides the same effects as the previous embodiment. However, in the embodiment described above, the flow path of water entering from the rear end surface 36 of the corner protection part 13 to the outer periphery of the connecting part 25 is bent, so that the water leakage prevention effect is greater.
第4図及び第5図は前記各実施例とはさらに異
なつた実施例に係り、以下その相違点を説明す
る。 FIGS. 4 and 5 relate to embodiments that are further different from each of the embodiments described above, and the differences will be explained below.
継手金具12においては、隣接するセグメント
との連結用ボルトをボルト通孔22に挿通する必
要上、接合部18の前壁20後方にはコンクリー
トが充填されないボルト挿入用空間37を必要と
する。そのため、各実施例においては、接合部1
8の周壁21に囲まれた部分がボルト挿入用空間
37とされている。そして、前記各実施例では接
合部18の周壁21の後端面38は前壁20と平
行とされているが、本実施例では周壁21の上端
部39が下端面よりも後方突出されている。これ
により、第5図示のように、周壁21の上端部3
9は、ボルト挿入用空間37とセグメント本体1
1aとの境界面40よりも奥深くセグメント本体
11a内に埋設される。そうすると、角保護部1
3の外周から侵入した水がセグメント内部に到る
には、継手金具12とセグメント本体11aとの
接合間の隙間を流路として流れることから、周壁
21の上端部39がセグメント本体11a内に奥
深く埋設されるとそれだけ水の流路が長くなるこ
とになり、漏水の防止を図ることができる。その
他の構成は第1図のものと同様であつて同一符号
で示す。 In the joint fitting 12, since it is necessary to insert a bolt for connecting adjacent segments into the bolt through hole 22, a bolt insertion space 37 which is not filled with concrete is required behind the front wall 20 of the joint portion 18. Therefore, in each embodiment, the joint portion 1
A portion surrounded by the peripheral wall 21 of 8 is a bolt insertion space 37. In each of the embodiments described above, the rear end surface 38 of the peripheral wall 21 of the joint portion 18 is parallel to the front wall 20, but in the present embodiment, the upper end 39 of the peripheral wall 21 is projected more rearward than the lower end surface. As a result, as shown in FIG.
9 is a bolt insertion space 37 and a segment body 1
It is buried in the segment body 11a deeper than the interface 40 with the segment body 1a. Then, corner protection part 1
In order for water entering from the outer periphery of the peripheral wall 21 to reach the inside of the segment, it flows through the gap between the joint fitting 12 and the segment main body 11a as a flow path. The more buried it is, the longer the water flow path becomes, which helps prevent water leakage. The rest of the structure is similar to that of FIG. 1 and is designated by the same reference numerals.
(考案の効果)
本考案によれば、連結部の周長さが角保護部の
周長さよりも短くされることで、角保護部の外周
から侵入してくる水のセグメント内部への流路
を、角保護部の周長さを短くすることなく小さく
できる。これにより、角保護部の上端面前縁によ
るセグメントの接合端面の欠損防止効果を維持し
つつ、セグメント内部への漏水を防止できる。し
かも、水の流路が折れ曲がつたものとされて水が
流れにくいものとされることによつて漏水の防止
を図ることができる。(Effect of the invention) According to the invention, the circumferential length of the connecting part is made shorter than the circumferential length of the corner protecting part, thereby reducing the flow path of water entering the segment from the outer periphery of the corner protecting part. , the circumferential length of the corner protector can be made smaller without shortening it. Thereby, it is possible to prevent water from leaking into the segment while maintaining the effect of preventing the joint end surface of the segment from being damaged by the front edge of the upper end surface of the corner protector. Furthermore, water leakage can be prevented by making the water flow path curved and making it difficult for water to flow.
第1図は本考案の実施例に係る継手金具の斜視
図、第2図は同セグメントの接合端部の斜視図、
第3図は異なつた実施例に係る継手金具の側面
図、第4図はさらに異なつた実施例に係る継手金
具の斜視図、第5図は同側面図、第6図は従来例
に係るセグメントの接合端部の斜視図である。
11……セグメント、11a……セグメント本
体、{15……接合端面、17……外面}、12…
…継手金具、13……角保護部、{14……前端
面、16……上端面、29,30……左右側面}、
18……接合部{19……前端面}、25……連
結部{26……前端面、27,28……左右側
面}。
FIG. 1 is a perspective view of a joint fitting according to an embodiment of the present invention, FIG. 2 is a perspective view of a joint end of the same segment,
3 is a side view of a fitting according to a different embodiment, FIG. 4 is a perspective view of a fitting according to a further different embodiment, FIG. 5 is a side view of the same, and FIG. 6 is a segment according to a conventional example. FIG. 11... Segment, 11a... Segment body, {15... Joint end surface, 17... Outer surface}, 12...
...Joint fitting, 13... Corner protection part, {14... Front end surface, 16... Upper end surface, 29, 30... Left and right side surfaces},
18... Joint portion {19... Front end surface}, 25... Connection portion {26... Front end surface, 27, 28... Left and right side surfaces}.
Claims (1)
部に埋設される継手金具12であつて、前端面1
4がセグメント本体11aの接合端面15と面一
とされると共に上端面16がセグメント本体11
aの外面17に露出されて外方側に埋設される角
保護部13と、前端面19が前記接合端面14と
面一とされて、内方側に埋設される接合部18
と、前端面26が角保護部13の前端面14より
も後方に位置されると共に左右側面27,28が
角保護部13の左右側面29,30よりも内側方
に位置されて角保護部13と接合部18とを連結
する連結部25とを備えていることを特徴とする
コンクリート製セグメントの継手金具。 A joint fitting 12 buried in a joint end of a concrete segment main body 11a, which has a front end surface 1.
4 is flush with the joint end surface 15 of the segment body 11a, and the upper end surface 16 is flush with the joint end surface 15 of the segment body 11a.
a corner protection part 13 that is exposed on the outer surface 17 of a and buried on the outside side, and a joint part 18 whose front end surface 19 is flush with the joint end surface 14 and is buried on the inside side.
The front end surface 26 is located rearward of the front end surface 14 of the corner protection part 13, and the left and right side surfaces 27, 28 are located inwardly of the left and right sides 29, 30 of the corner protection part 13. A joint fitting for a concrete segment, characterized in that it is provided with a connecting part 25 that connects the and the joint part 18.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15014085U JPH033677Y2 (en) | 1985-09-30 | 1985-09-30 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15014085U JPH033677Y2 (en) | 1985-09-30 | 1985-09-30 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6260695U JPS6260695U (en) | 1987-04-15 |
| JPH033677Y2 true JPH033677Y2 (en) | 1991-01-30 |
Family
ID=31066007
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15014085U Expired JPH033677Y2 (en) | 1985-09-30 | 1985-09-30 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH033677Y2 (en) |
-
1985
- 1985-09-30 JP JP15014085U patent/JPH033677Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6260695U (en) | 1987-04-15 |
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