JPH0449245Y2 - - Google Patents

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Publication number
JPH0449245Y2
JPH0449245Y2 JP18144087U JP18144087U JPH0449245Y2 JP H0449245 Y2 JPH0449245 Y2 JP H0449245Y2 JP 18144087 U JP18144087 U JP 18144087U JP 18144087 U JP18144087 U JP 18144087U JP H0449245 Y2 JPH0449245 Y2 JP H0449245Y2
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JP
Japan
Prior art keywords
collection
water
soil
drainage pipe
drainage
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
JP18144087U
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Japanese (ja)
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JPH0190829U (en
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Priority to JP18144087U priority Critical patent/JPH0449245Y2/ja
Publication of JPH0190829U publication Critical patent/JPH0190829U/ja
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Expired legal-status Critical Current

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  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Description

【考案の詳細な説明】 産業上の利用分野 本考案は、土中に埋設して土中の涌水あるいは
四方からの浸透水を連続した切目のない一直線状
の開口部より集水し、相隣合う2つの空間室を水
路として排出するための暗渠集排水管に関する。
[Detailed explanation of the invention] Industrial application field This invention is buried in the soil and collects water flowing in the soil or seeping water from all directions through a continuous straight line opening without cuts. This invention relates to an underdrain collection and drainage pipe for discharging two space chambers that fit together as a waterway.

背景技術 従来から、公園、学校グランド、造成地等にお
ける暗渠排水工、その他地下水が原因となる地滑
り対策工には竹詰渠、そだ束、栗石詰あるいは
種々の合成樹脂製暗渠管やコンクリート有孔管が
多く用いられている。
BACKGROUND TECHNOLOGY Conventionally, bamboo culverts, sodabundi, chestnut stone culverts, various synthetic resin culvert pipes, and concrete culverts have been used for culvert drainage works in parks, school grounds, developed areas, and other landslide prevention works caused by groundwater. Hole tubes are often used.

暗渠工として、求められる機能は、主として集
水性、排水性、耐圧性および耐目詰り性があげら
れるが、最優先的に必要とされるのは管内に水を
集めることであつて、これが良好であるのは外周
が一直線状の集水口となる竹詰渠とか、集水口面
積の大きいそだ束、栗石詰等の往時からのものが
該当し、一例としては、皇居お掘りの水位調整は
江戸何百年間そだ束によつていたものである。
The functions required for underdrain construction are mainly water collection performance, drainage performance, pressure resistance, and clogging resistance, but the top priority is to collect water within the pipe, and it is necessary to do this in a good manner. This applies to things from the past, such as bamboo culverts with a straight water collection outlet on the outside, Soda bundles with large water collection areas, and Kuriishizume drains.For example, the water level adjustment in the Imperial Palace excavation is It was tied in bundles for hundreds of years in the Edo period.

然し、近年これら資材は不足がちで、また手間
不足のため入手が困難であり、そのため各種プラ
スチツク製やコンクリート製のものが代用されて
いる。
However, in recent years, these materials tend to be in short supply and are difficult to obtain due to a lack of labor, so various materials made of plastic or concrete are being used instead.

従来の類似管では、S字状の暗渠集排水管の全
つたく中央部に板状の突起体のみが配置されてお
り、少しの外圧ではこの突起体に開口部分の先端
が接触できず、また大きな外圧が加わつたとき
は、接触するまでに先端が巻き込んでしまつて円
形を保つことが難しかつた。また空間室に対して
上からの圧力に対しては多少の効果はあつたが、
下方方向からの土圧に対しては全つたく無抵抗で
あつた。さらに土粒砂の侵入に対しては、全つた
く無対策である。
In conventional similar pipes, only a plate-shaped protrusion is placed in the completely solid center of the S-shaped underdrain collection and drainage pipe, and the tip of the opening cannot come into contact with this protrusion even with a small amount of external pressure. Also, when a large external pressure was applied, the tip would curl in before it made contact, making it difficult to maintain its circular shape. Also, although it had some effect on the pressure applied to the space chamber from above,
There was no resistance to earth pressure from below. Furthermore, there are absolutely no measures against the intrusion of soil particles and sand.

考案が解決しようとする問題点 本考案の目的は、大昔からの優れた技術を参考
応用し、S字状の暗渠集排水管の外周に複数のC
字状突起体を設け、前記集排水管を集束して土中
に埋設したときに、集排水管相互に空間を形成す
るようにして、目詰りを防止し、排水機能を向上
し、土中に於ける耐圧性機能を向上し、さらに改
良を加えた新規な暗渠集排水管を提供することで
ある。
Problems that the invention aims to solve The purpose of this invention is to apply the excellent technology from ancient times as a reference, and to create multiple C
By providing a letter-shaped protrusion, when the collection and drainage pipes are bundled and buried in the soil, a space is formed between the collection and drainage pipes to prevent clogging, improve the drainage function, and prevent the collection and drainage pipes from entering the soil. The purpose of the present invention is to provide a new underdrain collection/drainage pipe with improved pressure resistance and further improvements.

問題点を解決するための手段 本考案は、暗渠集排水管1は土中に埋設して、
土中の涌水あるいは地上からの浸透水を連続した
切目のない一直線状の開口部3,3aより集水
し、相隣合う2つの空間室2,2aを水路として
排水する暗渠集排水管1であつて、空間室2,2
a外部には水受けを良好ならしめ、かつ集排水管
1を多数束ねた場合にも夫々の互いの間にも空間
が確保できるよう連続したC字状突起体4,4
a,4b,4cを有し、さらに、集排水管1を土
中に埋設した場合土圧、あるいは重機圧が集排水
管1の全外周各方位から加わり、2,2aの空間
室を圧縮変形させたり、また土中での土粒砂が集
水口3,3aから容易に入り込んで水路2,2a
の内空に堆積して水路としての機能を損なうた
め、これらを未然に防止するため、開口部3,3
aの極近傍に連続した4つの板状突起体5,5
a,5b,5cを設けたことを特徴とする暗渠集
排水管である。
Means for solving the problem In the present invention, the underdrain collection and drainage pipe 1 is buried in the soil,
An underdrain collection/drainage pipe 1 that collects spring water in the soil or seepage water from the ground through continuous, straight-line openings 3, 3a without cuts, and drains water through two adjacent space chambers 2, 2a as waterways. Atsushi, space room 2,2
a Continuous C-shaped protrusions 4, 4 are provided on the outside to ensure good water reception and to ensure space between each pipe even when a large number of collection and drainage pipes 1 are bundled.
a, 4b, and 4c, and when the collection and drainage pipe 1 is buried in the soil, earth pressure or heavy machinery pressure is applied from all directions around the collection and drainage pipe 1, compressing and deforming the space chambers 2 and 2a. Also, soil grains and sand in the soil can easily enter through the water collection ports 3 and 3a, causing waterways 2 and 2a.
In order to prevent this, the openings 3, 3
Four continuous plate-like protrusions 5, 5 near a
This is an underdrain collection and drainage pipe characterized by providing a, 5b, and 5c.

作 用 暗渠集排水管は土中に埋設して、土中の涌水あ
るいは地上からの浸透水を連続した切目のない一
直線状の開口部より集水し、相隣合う2つの空間
室を水路として排水する暗渠集排水管であつて、
空間室の外部には水受けを良好ならしめ、かつ集
排水管を多数束ねた場合にも夫々の互いの間にも
空間が確保できるよう連続したC字状突起体を有
し、さらに、集排水管を土中に埋設した場合、土
圧、あるいは重機圧が集排水管の全外周各方位か
ら加わり、空間室を圧縮変形させたり、また土中
での土粒砂が集水口から容易に入り込んで水路の
内空に堆積して水路としての機能を損ねることを
未然に防止するため、開口部の極近傍に連続した
板状突起体を設けた複数の暗渠集排水管を集束し
て、公園、学校のグランドおよび造成地における
暗渠集排水工を行つた場合は、雨水などの浸透
水、涌水や土粒砂が、集排水管のC字状の突起体
によつて、暗渠集排水管の相互の間に多数の空間
が形成されるので、前記土粒砂などは過され、
水のみが集水口に入り、流通路を流れて排水され
る。
Function: Underdrain collection and drainage pipes are buried in the soil to collect water flowing in the soil or seeping water from the ground through a continuous, unbroken straight opening, and connect two adjacent spaces as waterways. An underdrain collection and drainage pipe that drains water,
The outside of the space chamber has continuous C-shaped protrusions to ensure good water reception and to ensure space between each collection pipe even when a large number of collection and drainage pipes are bundled. When a drainage pipe is buried in the soil, earth pressure or heavy machinery pressure is applied from all directions around the pipe, compressing and deforming the space chamber, and causing soil particles and sand in the soil to easily escape from the water collection port. In order to prevent water from entering and accumulating in the interior space of the waterway and impairing its function as a waterway, multiple underdrain collection and drainage pipes with continuous plate-shaped protrusions are installed very close to the opening. When culvert collection and drainage work is carried out in parks, school grounds, and developed areas, seepage water such as rainwater, spring water, and soil particles are collected by the C-shaped protrusion of the collection and drainage pipe. Since a large number of spaces are formed between each other, the soil grains and sand are allowed to pass through.
Only water enters the water collection port, flows through the flow path, and is drained.

また前記C字状の突起体の略円形の中の空間
は、水路として少量の水の流通路となり、大量の
水は、S字状集排水管に設けた集水口から入り、
内空間の流通路より排水される。
Further, the space within the approximately circular shape of the C-shaped protrusion serves as a channel for a small amount of water to flow, and a large amount of water enters through the water collection port provided in the S-shaped collection and drainage pipe.
Water is drained from the flow path in the inner space.

なお、集水口の極近傍に設けられた複数の板状
の連続した突起体は、土砂などの重気圧および土
圧により、前記暗渠集排水管の内側に巻き込もう
とする前記集水管の変形を食い止め、かつ集水口
から入り込もうとする土粒砂を食い止めるための
ものである。
Note that the plurality of continuous plate-shaped protrusions provided very close to the water collection port prevent deformation of the water collection pipe that tends to get caught inside the underdrain collection and drainage pipe due to the heavy pressure and earth pressure of earth and sand. This is to stop the soil particles and sand from entering through the water collection mouth.

実施例 第1図は、暗渠集排水管1の斜視図であるが、
これを第1図のごとく単独で用いれば上方の集水
口3と下方の集水口3aから集水することが可能
であり、またこれを多数ランダムに第2図のごと
く集束した場合は、お互いの接する隙間を含めて
上下左右全周より集水することが可能となる。2
つの内空間室2,2aは円形に近い水路となつて
おり、地盤中の浸透水、涌水は上述したように連
続した線状の集水口3,3aから流入することに
なる。集水口3,3aの形状は漏斗状であつて水
受け入れが良好であり、集水口3に対しては4,
4bと集水口3aには連続したC字状の突起体4
a,4cが設けられている為、その効果が尚一層
向上することとなる。
Embodiment FIG. 1 is a perspective view of an underdrain collection and drainage pipe 1.
If this is used alone as shown in Fig. 1, it is possible to collect water from the upper water collection port 3 and the lower water collection port 3a, and when a large number of these are randomly focused as shown in Fig. 2, it is possible to collect water from each other. It is possible to collect water from all around, including the gaps where they meet, top, bottom, left and right. 2
The two inner space chambers 2, 2a are almost circular waterways, and seepage water and spring water in the ground flow in from the continuous linear water collection ports 3, 3a as described above. The shape of the water collection ports 3 and 3a is funnel-shaped and can receive water well.
4b and the water collection port 3a have a continuous C-shaped protrusion 4.
Since a and 4c are provided, the effect is further improved.

このC字状の突起体4,4a,4b,4cは、
第2図のごとく複数の暗渠集排水管1を結束した
場合には、夫々互いの暗渠集排水管1と突き合つ
て、集束内部にも空間を確保して耐水性と耐目詰
り性、耐圧性の機能を向上する役目も果たすこと
になる。
These C-shaped projections 4, 4a, 4b, 4c are
When a plurality of underdrain collection and drainage pipes 1 are bundled together as shown in Figure 2, each underdrain collection and drainage pipe 1 is butted against each other, and a space is secured inside the bundle to ensure water resistance, clogging resistance, and pressure resistance. It also plays a role in improving sexual function.

水路となる内空室2,2aは、市販のビニルパ
イプ等と同じであるため全つたく平滑であり、ま
た多数束ねたときの互いの空間の所も同様滑らか
であり、またC字状の突起体の略円形の中は、空
間を形成するので、排水通路となるため排水能力
は向上する。
The inner cavities 2 and 2a, which serve as water channels, are completely smooth because they are the same as commercially available vinyl pipes, and when a large number of them are bundled, the spaces between them are also smooth, and they are C-shaped. The approximately circular inside of the protrusion forms a space and serves as a drainage passage, improving drainage capacity.

次に、暗渠工として要求される機能としては、
一般にこれらのものは土中に埋設されるため、補
修、保全、取替えということは全つたくと言つて
いい程不可能であり、そのため破壊されたり、土
粒砂等による目詰りによつて永続性が損なわれる
ことに対する対策が是非とも必要となる。
Next, the functions required for culvert construction are:
Generally, these items are buried in the ground, so it is almost impossible to repair, preserve, or replace them. Measures against the loss of sexuality are absolutely necessary.

集水口3,3aの極近傍に設けられた板状の連
続した突起体5,5a,5b,5cはこれらの諸
問題を解決するものであり、土圧(重機圧)が2
の空室に対して上方方向から(2aに対しては下
方から)加わり、開口部3の部分の先端6が内側
に巻き込もうとするときは5aの突起体により、
また土圧(重機圧)が下方方向から加わり、先端
6が支えられた円形管としてのアーチアクシヨン
が即発揮されることとなる。
The continuous plate-like protrusions 5, 5a, 5b, 5c provided in the vicinity of the water collection ports 3, 3a solve these problems, and the earth pressure (heavy machinery pressure)
When the tip 6 of the opening 3 tries to roll inward by applying to the empty space from above (from below for 2a), the protrusion of 5a causes
Moreover, earth pressure (heavy machinery pressure) is applied from below, and the arch action as a circular tube with the tip 6 supported is immediately exerted.

2aの空間室でも全く同様の効果が突起体5
b,5cによつて発揮されることになる。
Exactly the same effect is achieved in the space chamber 2a with the protrusion 5.
b, 5c.

左右方向からの土圧(重機圧)に対しては、空
間室2,2aを分離する部材7によつて各先端
6,6aが支えられ、円形管状の水路が確保され
ることとなる。また暗渠集排水管の周辺には、こ
の考案されたものに限らず他の多くの排水管もあ
り、周辺には砕石、砂利、もみがら、荒砂等のフ
イルタ材を一般に充填するが、埋設管周辺の土粒
砂がこれら暗渠管周辺に侵入することを防ぐこと
は現実に不可能であり、この土粒砂を水路内へ再
侵入することを最大限防止する必要があり、この
対策として当考案では、突起体5,5cを開口部
3,3aの近傍に設けることにより土粒砂を塞ぎ
止め、また細い土粒砂は、侵入水がいつたん曲流
するためそこで堆積する(暗渠侵入水の流速は極
めて小さく、少しの流速ダウンは含有物の堆積効
果がある)ので、水路内の目詰りを防止させるこ
とができる。
Against earth pressure (heavy machinery pressure) from the left and right directions, each tip 6, 6a is supported by the member 7 that separates the space chambers 2, 2a, and a circular tubular waterway is secured. In addition, there are many other drainage pipes around the culvert collection drainage pipe, not just this one, and the surrounding area is generally filled with filter materials such as crushed stone, gravel, rice husk, and rough sand, but buried pipes It is actually impossible to prevent surrounding soil and sand from entering the area around these underdrain pipes, and it is necessary to prevent this soil and sand from re-entering the waterway as much as possible. In the design, the protrusions 5, 5c are provided near the openings 3, 3a to block the soil grains and sand, and the fine soil grains are deposited there because the intruding water turns around (underdrain intruding water). (The flow rate is extremely low, and a slight decrease in flow rate has the effect of accumulating substances), so clogging in the water channel can be prevented.

また集排水管1の空間室2,2aの外部には、
C字状の突起体4,4a,4b,4cが設けられ
たので、これらの集排水管1を多数集束したとき
には、相互間に空間を確保され、土粒砂などは
過されるとともに、C字状の突起体の略円形の中
は水路を形成し、流通路となる。さらに集排水管
1を多数集束しても、C字状の突起体4,4a,
4b,4cは、前記開口部に3,3aに食い込ん
で塞ぐことがないため、集排水の効果が向上す
る。
In addition, outside the space chambers 2 and 2a of the collection and drainage pipe 1,
Since the C-shaped protrusions 4, 4a, 4b, and 4c are provided, when a large number of these collection and drainage pipes 1 are bundled, a space is secured between them, so that soil particles and sand can pass through, and the C The approximately circular inside of the letter-shaped protrusion forms a waterway, which serves as a flow path. Furthermore, even if a large number of collection and drainage pipes 1 are bundled together, the C-shaped protrusions 4, 4a,
Since the openings 4b and 4c do not cut into the openings 3 and 3a and block them, the effect of collecting and draining water is improved.

さらに集排水管1のC字状の突起体4,4a,
4b,4cには、円周の一部に切欠きを有してい
るため、外圧に対して弾力性があり、高盛土工に
おける耐圧性機能が向上する。
Further, the C-shaped protrusions 4, 4a of the collection and drainage pipe 1,
Since 4b and 4c have a notch in a part of their circumference, they have elasticity against external pressure, and the pressure resistance function in high embankment works is improved.

第2図は、上述の機能を備えた暗渠集排水管1
を多数ランダムに束ねて細い針金、ガムテープ、
ひも等で結束した状態8である。
Figure 2 shows an underdrain collection and drainage pipe 1 with the above-mentioned functions.
Randomly bundle a large number of thin wires, duct tape,
This is state 8 where they are tied together with string or the like.

第3図は、結束した暗渠集排水管を土中に配置
し砂利9を充填したものであるが、暗渠集排水管
1を単独で用いることも可能である。
Although FIG. 3 shows the bundled underdrain collection and drainage pipes placed in the soil and filled with gravel 9, it is also possible to use the underdrain collection and drainage pipe 1 alone.

第4図は、暗渠集排水管1の空間2,2aを互
いに組んで横に敷き並べ、これを凹状に構築され
たコンクリート水路10上に数段配置し、さらに
その上にガラス繊維状のマツト11を敷いたもの
であるが、これはヘドロ状の工場排水や、鉱物ス
ラツヂを含む工場排水をマツト11上にたれ流
し、過排水しようとするのである。
Fig. 4 shows the spaces 2 and 2a of the underdrain collection and drainage pipes 1 being laid out side by side, arranged in several stages on a concave concrete waterway 10, and then covered with glass fiber pine. The pine 11 is used to drain sludge-like industrial wastewater and industrial wastewater containing mineral sludge onto the pine 11 in an attempt to eliminate excessive drainage.

第5図は、暗渠集排水管1の大型のものと複数
の小型のものを同時に用いた場合を示している
が、これは排水量が大きいとき、より大きい内空
を確保し経済性効果をもたらすもので、複数小型
のものは、上下方向からの集水性と耐目詰り対策
として、集水口面積のアツプとその面積を細分化
するために配置したものである。
Figure 5 shows the case where a large culvert collection and drainage pipe 1 and multiple small culvert pipes are used at the same time, which provides an economical effect by ensuring a larger internal space when the amount of drainage is large. Multiple small ones are arranged to increase the area of the water collection port and to subdivide the area in order to collect water from above and below and prevent clogging.

効 果 以上のように本考案によれば、集排水管を土中
に埋設した場合、土圧あるいは重機圧が集排水管
の全外周各方位から加わつた場合にも空間室を圧
縮変形することが可及的に防止され、さらに途中
での土粒砂が集排水口から入り込むことを防止し
て、水路が遮断することを防止することが可能と
なる。
Effects As described above, according to the present invention, when a collection and drainage pipe is buried in the soil, the spatial chamber can be compressed and deformed even when earth pressure or heavy machinery pressure is applied from all directions around the collection and drainage pipe. It is possible to prevent this as much as possible, and furthermore, it is possible to prevent soil particles from entering through the collection and drainage ports, thereby preventing the waterway from being blocked.

また集排水管は、C字状の突起体を有するた
め、集束して暗渠集排水管とすれば、過的効果
が向上し、略小円形状の水路が増加されるから排
水性能の向上を図ることを可能とし、土圧に対し
ては、C字状の突起体の円周の一部を切欠いてい
るため、弾力的であり、耐圧性機能の向上を可能
とした。
In addition, since collection and drainage pipes have C-shaped protrusions, if they are bundled together to form an underdrain collection and drainage pipe, the overflow effect will be improved and the number of approximately small circular waterways will be increased, which will improve drainage performance. Since a part of the circumference of the C-shaped protrusion is cut out, the C-shaped protrusion is resilient and has improved pressure resistance against earth pressure.

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

第1図は暗渠集排水管1の斜視図、第2図は本
考案に従う暗渠集排水管1を多数ランダムに重ね
て結束した状態を示す図、第3図は本考案に従う
暗渠集排水管1を結束したものを土中に配置した
状態を示す図、第4図は暗渠集排水管1の結束し
た状態の他の実施例の断面図、第5図は本考案に
従う暗渠集排水管1の結束状態のさらに他の実施
例の断面図である。 1……暗渠集排水管、2,2a……空間室、
3,3a……開口部、4,4a,4b,4c……
C字状の突起体、5,5a,5b,5c……板状
の突起体。
Fig. 1 is a perspective view of an underdrain collection/drainage pipe 1, Fig. 2 is a diagram showing a state in which a large number of underdrain collection/drainage pipes 1 according to the present invention are stacked and bundled at random, and Fig. 3 is a diagram showing the underdrain collection/drainage pipe 1 according to the invention. Figure 4 is a sectional view of another embodiment of the underdrain collection and drainage pipe 1 in a bundled state, and Figure 5 is a diagram showing the underdrain collection and drainage pipe 1 according to the present invention. FIG. 7 is a sectional view of still another embodiment in a bundled state. 1... Culvert collection and drainage pipe, 2, 2a... Space room,
3, 3a... opening, 4, 4a, 4b, 4c...
C-shaped protrusions, 5, 5a, 5b, 5c... plate-shaped protrusions.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 暗渠集排水管1は土中に埋設して、土中の涌水
あるいは地上からの浸透水を連続した切目のない
一直線状の開口部3,3aより集水し、相隣合う
2つの空間室2,2aを水路として排水する暗渠
集排水管1であつて、空間室2,2a外部には水
受けを良好ならしめ、かつ集排水管1を多数束ね
た場合にも夫々の互いの間にも空間が確保できる
よう連続したC字状突起体4,4a,4b,4c
を有し、さらに、集排水管1を土中に埋設した場
合土圧、あるいは重機圧が集排水管1の全外周各
方位から加わり、2,2aの空間室を圧縮変形さ
せたり、また土中での土粒砂が集水口3,3aか
ら容易に入り込んで水路2,2aの内空に堆積し
て水路としての機能を損なうため、これらを未然
に防止するため、開口部3,3aの極近傍に連続
した4つの板状突起体5,5a,5b,5cを設
けたことを特徴とする暗渠集排水管。
The culvert collection/drainage pipe 1 is buried in the soil, and collects water flowing in the soil or seeping water from the ground through continuous, unbroken straight openings 3, 3a, and creates two adjacent space chambers 2. , 2a as waterways, the space chambers 2, 2a are provided with a good water catcher outside, and even when a large number of collection and drainage pipes 1 are bundled, there is no problem between each other. Continuous C-shaped projections 4, 4a, 4b, 4c to ensure space
In addition, when the collection and drainage pipe 1 is buried in the soil, earth pressure or heavy machinery pressure is applied from all directions around the entire circumference of the collection and drainage pipe 1, compressing and deforming the space chambers 2 and 2a, and causing soil damage. In order to prevent this, the openings 3 and 3a are designed to prevent dirt and sand from easily entering through the water collection ports 3 and 3a and accumulating in the interior spaces of the waterways 2 and 2a, impairing their function as waterways. An underdrain collection and drainage pipe characterized in that four continuous plate-like protrusions 5, 5a, 5b, and 5c are provided very close to each other.
JP18144087U 1987-11-28 1987-11-28 Expired JPH0449245Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18144087U JPH0449245Y2 (en) 1987-11-28 1987-11-28

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18144087U JPH0449245Y2 (en) 1987-11-28 1987-11-28

Publications (2)

Publication Number Publication Date
JPH0190829U JPH0190829U (en) 1989-06-14
JPH0449245Y2 true JPH0449245Y2 (en) 1992-11-19

Family

ID=31472923

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18144087U Expired JPH0449245Y2 (en) 1987-11-28 1987-11-28

Country Status (1)

Country Link
JP (1) JPH0449245Y2 (en)

Also Published As

Publication number Publication date
JPH0190829U (en) 1989-06-14

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