JPS6334275B2 - - Google Patents

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Publication number
JPS6334275B2
JPS6334275B2 JP58200850A JP20085083A JPS6334275B2 JP S6334275 B2 JPS6334275 B2 JP S6334275B2 JP 58200850 A JP58200850 A JP 58200850A JP 20085083 A JP20085083 A JP 20085083A JP S6334275 B2 JPS6334275 B2 JP S6334275B2
Authority
JP
Japan
Prior art keywords
water
tank
stop plate
collection port
water stop
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
JP58200850A
Other languages
Japanese (ja)
Other versions
JPS6095079A (en
Inventor
Hiroshi Takashima
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
PS Concrete Co Ltd
Original Assignee
PS Concrete Co Ltd
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 by PS Concrete Co Ltd filed Critical PS Concrete Co Ltd
Priority to JP58200850A priority Critical patent/JPS6095079A/en
Publication of JPS6095079A publication Critical patent/JPS6095079A/en
Publication of JPS6334275B2 publication Critical patent/JPS6334275B2/ja
Granted legal-status Critical Current

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  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Description

【発明の詳細な説明】 本発明は、地下タンクの構築方法及びその実施
に使用する集水器に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method of constructing an underground tank and a water collector used in the implementation.

一般に地下タンクの構築は、地中に穴を掘り、
タンク側壁をコンクリートで現場打ち、或いはプ
レキヤストコンクリートをもつて形成し、その後
タンク底版をコンクリートの現場打で形成するこ
とにより行うのが一般的である。
Generally, the construction of an underground tank involves digging a hole in the ground.
This is generally done by forming the tank side wall with concrete cast on site or with precast concrete, and then forming the tank bottom plate with concrete cast on site.

この際、タンク底版の形成時には地下水の湧出
をまねき易く、多量の湧水量があると工事の妨げ
となる。このため、従来はタンク底版の形成場所
を土留矢板で囲い、その一部を広げて集水用の凹
所を設け、この凹所内より湧水を汲み出すことに
よつて地下水の水位を下げた状態を維持させて施
行していた。
At this time, when forming the tank bottom slab, groundwater is likely to seep out, and if there is a large amount of spring water, it will hinder construction work. For this reason, conventionally, the area where the tank bottom slab was formed was surrounded by earthen retaining sheet piles, a part of which was widened to create a recess for collecting water, and spring water was pumped out from within this recess to lower the groundwater level. The situation was maintained and enforced.

しかしながら、このようなやり方では、集水用
凹所がタンク側壁より外側に突出するため土留矢
板の施工面積が広くなり、タンク側壁よりはるか
に大きな穴を掘らなければならない欠点がある。
また、タンク底版用のコンクリートの打設時に、
コンクリートが集水用凹所に流れ込み、この凹所
を埋めてしまう欠点があつた。
However, this method has the disadvantage that the water collection recess projects outward from the side wall of the tank, which increases the construction area of the retaining sheet pile, and requires digging a hole much larger than the side wall of the tank.
Also, when pouring concrete for the tank bottom,
The problem was that the concrete flowed into the water collection recess and filled it up.

本発明の目的は、余分な大きさの穴を掘らなく
ても湧水を効果的に汲み出し、コンクリートの打
設も支障なく行うことができる地下タンクの構築
方法及びその実施に使用する集水器を提供するに
ある。
The purpose of the present invention is to provide a method for constructing an underground tank that can effectively pump out spring water without digging an extra-sized hole and to allow concrete to be placed without any problems, and a water collector used to carry out the method. is to provide.

かかる目的を達成する本発明の構成は地中に穴
を掘り、その穴内にタンク側壁を形成した後、該
穴の底面に場所打コンクリートをもつてタンク底
版を形成する地下タンクの構築方法において前記
タンク底版形成前に前記穴の最下部に、筒状をな
し下端に集水口を有する筒体と、該筒体の集水口
を閉鎖自在な止水板とからなる集水器を、その止
水板を集水口から離反させた状態で埋設し、該集
水器内よりその集水口から流入する湧水を排出し
て湧水の水位を低下させつつ前記タンク底版を形
成し、前記集水器を除くタンク内面を止水処理し
た後、前記止水板をもつて集水口を閉鎖し、その
後集水器内底部に場所打コンクリートをもつて水
密に集水器底版を形成することを特徴としてなる
地下タンクの構築方法、及び上端が開放され、下
端に集水口を有する筒体と、該集水口に対向して
当接離反自在な止水板と、前記筒体の周壁に形成
したガイド孔にその軸方向に摺動自在に挿通さ
れ、下端に前記止水板を固定した止水板支持軸
と、前記止水板による集水口閉鎖時に該止水板と
集水口縁部に介在させる止水パツキンとを備え、
地下タンクの構築に際し、その底面に埋設して湧
水を集水させかつ、タンク構築後にはタンク排水
の際の残水を集水させる地下タンクの構築に使用
する集水器に存する。
The structure of the present invention which achieves such an object includes the method for constructing an underground tank in which a hole is dug in the ground, a tank side wall is formed in the hole, and then a tank bottom plate is formed by placing cast-in-place concrete on the bottom of the hole. Before forming the tank bottom plate, a water collector consisting of a cylindrical body having a water collection port at the lower end and a water stop plate that can freely close the water collection port of the cylinder is installed at the lowest part of the hole. The tank bottom plate is formed by burying the board in a state away from the water collection port, and draining the spring water flowing from the water collection port from within the water collection device to lower the water level of the spring water, and forming the tank bottom plate. After carrying out water-stop treatment on the inner surface of the tank except for the water-stopping plate, the water collection port is closed using the water-stop plate, and then cast-in-place concrete is placed at the inner bottom of the water collector to form a water-tight water collector bottom plate. A method for constructing an underground tank, a cylindrical body having an open upper end and a water collection port at the lower end, a water stop plate that faces the water collection port and can freely come into contact with and separate from the water collection port, and a guide hole formed in the peripheral wall of the cylindrical body. a water stop plate support shaft that is slidably inserted in the axial direction and has the water stop plate fixed to its lower end; and a stop that is interposed between the water stop plate and the edge of the water collection port when the water collection port is closed by the water stop plate. Equipped with a water pack,
The present invention relates to a water collector used in constructing an underground tank, which is buried in the bottom of the tank to collect spring water, and after the tank is constructed, to collect the remaining water when the tank is drained.

次に本発明の実施例を図面を参照して詳細に説
明する。まず本発明の集水器の実施例を第1図乃
至第2図について説明する。
Next, embodiments of the present invention will be described in detail with reference to the drawings. First, an embodiment of the water collector of the present invention will be described with reference to FIGS. 1 and 2.

この集水器1は、プレキヤストコンクリート製
の集水筒体2を用いる。この集水筒体2は上下が
開放された円筒状をなし、その周壁内には上下に
貫通する複数の実施例では4個のガイド孔3が等
間隔であけられている。この筒体2は下側開口部
が集水口5とされ、これに対向して接離可能に鉄
板よりなる止水板4が設けられている。この止水
板4は集水筒体2から離れた状態で集水口5を開
放し、集水筒体2に接した状態で集水口5を閉塞
するようになつている。この止水板4は各ガイド
孔3を貫通する止水板支持軸6の下端にナツト7
及び溶接部7aで支持されている。これら止水板
支持軸6の上端にもナツト8が螺合されていて止
水板支持軸6が下方に抜出るのを防止している。
各止水板支持軸6の長さは集水口5を地下水が流
入するに充分な間隔を形成できるように集水筒体
2の長さより長くなつている。止水板4の上面の
外周にはネオプレーンゴム等よりなるリング状の
止水パツキン9が接着によつて固着されている。
This water collector 1 uses a water collection cylinder 2 made of precast concrete. This water collection cylinder 2 has a cylindrical shape with an open top and bottom, and in the circumferential wall thereof, in some embodiments, four guide holes 3 penetrating vertically are formed at equal intervals. The lower opening of this cylindrical body 2 is a water collection port 5, and a water stop plate 4 made of an iron plate is provided opposite to the water collection port 5 so as to be able to come into contact with and separate from it. The water stop plate 4 opens the water collection port 5 when separated from the water collection cylinder 2, and closes the water collection port 5 when in contact with the water collection cylinder 2. This water stop plate 4 has a nut 7 attached to the lower end of the water stop plate support shaft 6 passing through each guide hole 3.
and is supported by the welded portion 7a. Nuts 8 are also screwed onto the upper ends of these water stop plate support shafts 6 to prevent the water stop plate support shafts 6 from coming out downward.
The length of each water stop plate support shaft 6 is longer than the length of the water collection cylinder 2 so as to form a sufficient interval for groundwater to flow into the water collection port 5. A ring-shaped water stopper 9 made of neoprene rubber or the like is fixed to the outer periphery of the upper surface of the water stop plate 4 by adhesive.

次に、このような集水器1を用いる本発明の地
下タンクの構築方法の一例を第3図乃至第6図を
参照して説明する。
Next, an example of a method for constructing an underground tank according to the present invention using such a water collector 1 will be explained with reference to FIGS. 3 to 6.

まず、地中に穴を掘り、この穴内にコンクリー
ト製のタンク側壁10を形成する。このタンク側
壁10の形成は、従来のように矢板の打ち込みに
よりその内部を掘削した穴内に型枠を組み、場所
打コンクリートによつて形成してもよく、また地
表においてプレキヤストコンクリート製のセグメ
ントを円筒状に組み立ててあらかじめタンク側壁
10を形成し、これをその内部部分の土砂の掘り
出しによつて穴を形成しつつ順次落し込む方法
等、各種の方法を使用し得る。
First, a hole is dug in the ground, and a concrete tank side wall 10 is formed inside the hole. The tank side wall 10 may be formed using cast-in-place concrete by building a formwork in a hole excavated inside by driving sheet piles as in the past, or by forming segments made of precast concrete on the ground surface. Various methods can be used, such as a method in which the side wall 10 of the tank is formed in advance by assembling it into a cylindrical shape, and the tank side wall 10 is sequentially dropped into the tank while forming a hole by digging out the earth and sand inside the tank.

このようにしてタンク側壁10を形成した後、
タンク最下部に前述した集水器1を設置する。こ
のとき、集水器1は止水板4を集水口5の周縁か
ら離反させ、止水板4を開いた状態を維持させて
おく。このため、第5図に示すように、集水口5
の周縁と止水板4との間に角材等のセパレータ1
2を介在させた状態で止水板支持軸6の上端のナ
ツト8を締めておく。また集水器1の設置は第3
図に示すようにその上端が後述するタンク底版の
表面の高さより稍低くなる高さになるように穴の
底面を集水器1の部分だけ更に掘り下げて設置す
る。なお、この集水器1は湧水量に応じて1又は
複数設置するものであり、また集水器1の設置作
業及び前述したタンク側壁10の形成の際の湧水
はタンク側壁内に排水ポンプを挿入して排水す
る。
After forming the tank side wall 10 in this way,
The water collector 1 described above is installed at the bottom of the tank. At this time, the water collector 1 moves the water stop plate 4 away from the periphery of the water collection port 5 and maintains the water stop plate 4 in an open state. For this reason, as shown in FIG.
A separator 1 such as a square lumber is placed between the periphery of the water stop plate 4 and the water stop plate 4.
The nut 8 at the upper end of the water stop plate support shaft 6 is tightened with the water stop plate support shaft 6 interposed therebetween. Also, the installation of water collector 1 is done in the third place.
As shown in the figure, the bottom of the hole is further dug in the area where the water collector 1 is located so that its upper end is at a height slightly lower than the height of the surface of the tank bottom plate, which will be described later. Note that one or more water collectors 1 are installed depending on the amount of spring water, and a drainage pump is installed inside the tank side wall to collect the spring water during the installation work of the water collector 1 and the formation of the tank side wall 10 described above. Insert and drain.

上述のようにして、集水器1の設置後は、この
集水器1内に排水ポンプ13を挿入して集水口5
より流入する湧水の排水を行い地下水の水位を集
水口5の位置まで低下させる。この状態でタンク
底版の施工を行う。タンク底版の施工は一例とし
て第3図に示すよう、集水器1部分を除きタンク
側壁10内の下部全体に、まず、栗石11を敷設
して基礎となし、その上に捨コンクリート14を
打設し、図示しない鉄筋の組立を行う。配筋検査
の後、タンク底版コンクリート15の打設を行
う。打設後、10時間位で水中ポンプ13を止めて
タンク底版コンクリート15の水中養生を行う。
After installing the water collector 1 as described above, the drain pump 13 is inserted into the water collector 1 and the water collection port 5 is opened.
The inflowing spring water is drained to lower the groundwater level to the water collection port 5. In this state, the tank bottom plate will be constructed. As an example of the construction of the tank bottom plate, as shown in Fig. 3, chestnut stone 11 is first laid as a foundation over the entire lower part of the tank side wall 10 except for the water collector 1 part, and waste concrete 14 is poured on top of it. and assemble reinforcing bars (not shown). After reinforcing reinforcement inspection, tank bottom slab concrete 15 is placed. About 10 hours after pouring, the submersible pump 13 is stopped and the tank bottom slab concrete 15 is cured underwater.

タンク底版コンクリート15の養生が終つた
後、再び水中ポンプ13を作動させ、湧水の排水
を行う。地下水位が一定に定まつたところで次の
ようにして集水器1内の作業を順次行う。
After curing of the tank bottom concrete 15 is completed, the submersible pump 13 is operated again to drain the spring water. Once the groundwater level has been stabilized, the work inside the water collector 1 is carried out in the following manner.

(1) 集水器1内に作業員が入り、上端より各止水
板支持軸6のナツト8をゆるめ、各止水板支持
軸6をハンマーで下へ叩き、止水板4を1cm程
度下げる。
(1) A worker enters the water collector 1, loosens the nuts 8 of each water stop plate support shaft 6 from the upper end, and taps each water stop plate support shaft 6 downward with a hammer to tighten the water stop plate 4 by about 1 cm. Lower it.

(2) かかる状態でセパレータ12を取り除く。(2) Remove the separator 12 in this state.

(3) 止水板4上の砂、小砂利等をとり除く。(3) Remove sand, small gravel, etc. from the water stop plate 4.

(4) 各止水板支持軸6を締め上げ、止水板4を上
昇させ、止水パツキン9を介して集水筒体2の
下面に当接させ、集水口5を閉鎖する。
(4) Tighten each water stop plate support shaft 6, raise the water stop plate 4, and bring it into contact with the lower surface of the water collection cylinder 2 via the water stop gasket 9 to close the water collection port 5.

(5) ナツト8を充分に締付け、地下水がにじむ程
度に止水する。
(5) Tighten nut 8 sufficiently to stop the water from leaking out.

(6) 集水器1を複数使用している場合は同様の作
業を他の集水器1でも行う。
(6) If multiple water collectors 1 are used, perform the same operation for the other water collectors 1.

(7) 水中ポンプ13を止める。(7) Stop the submersible pump 13.

(8) 集水器1内に滲み出る水を急速硬化性のセメ
ント16を使用して集水筒体2と止水板4との
間へ充填して止める。
(8) Water seeping into the water collector 1 is stopped by filling the space between the water collection cylinder 2 and the water stop plate 4 using a rapidly hardening cement 16.

(9) 集水筒体2内に所定の取合筋17を入れ、急
速硬化性のコンクリートを打設して集水器底版
18を形成する。
(9) A predetermined connecting bar 17 is inserted into the water collection cylinder 2, and rapidly hardening concrete is poured to form the water collection bottom plate 18.

(10) ナツト8を1箇所毎にゆるめ、ガイド孔3内
に急速硬化性モルタル19を注入し、ガイド孔
3内の止水を行い、ナツト8を締める。この作
業を総ての止水板支持軸6に対して行う。
(10) Loosen the nuts 8 one by one, inject the quick-hardening mortar 19 into the guide holes 3 to stop the water in the guide holes 3, and tighten the nuts 8. This operation is performed for all the water stop plate support shafts 6.

(11) ペーストやモルタルの硬化後、各止水板支持
軸6の先端をガスで切断して除去する。
(11) After the paste or mortar hardens, the tip of each waterstop support shaft 6 is cut and removed using gas.

(12) 防水モルタル20をタンク底版コンクリート
15及び集水器底版18上に打設する。
(12) Place waterproof mortar 20 on the tank bottom concrete 15 and water collector bottom 18.

なお、止水パツキン9は集水筒体2の下面に取
付けてもよい。
Note that the water stop gasket 9 may be attached to the lower surface of the water collection cylinder 2.

また、集水器1内の排水は、排水ホースをこの
中に挿入して地上の排水ポンプを働かして行なう
こともできる。
Moreover, drainage in the water collector 1 can also be carried out by inserting a drainage hose into the water collector 1 and operating a drainage pump on the ground.

以上説明したように本発明に係る地下タンクの
構築方法では、特殊な構造の集水器をタンク底版
の形成箇所にセツトし、その下部の開閉可能な集
水口からこの集水器内に入り込む湧水を排水しつ
つタンク底版のコンクリート打ち等を行うので、
湧水に邪魔されずにタンク底版の形成作業を行う
ことができる。このようにタンク底版の形成箇所
内に集水器をセツトすると、湧水の排水のために
土留矢板等を使用して、タンクの容量より大きな
穴を掘らなくてもよくなり、コストの低減が図
れ、工期の短縮を図ることができる。特に本発明
の集水器は、下部に集水口を有するので、タンク
底版コンクリートの打設時に上記集水器の開口部
からコンクリートが流れ込むことがなく、排水作
業をコンクリートに妨げられずに行うことができ
る。また、この集水器では、集水筒体周壁内を貫
通する止水板支持軸で止水板を支持して、この止
水板支持軸を下げたり上げたりすることにより止
水板を下げたり上げたりして集水口の開閉を行う
ようにしているので、集水器の上部で集水口の開
閉操作を行うことができ、作業性が良い利点があ
る。
As explained above, in the method for constructing an underground tank according to the present invention, a water collector with a special structure is set at the formation point of the tank bottom plate, and water flows into the water collector from the openable/closable water collection port at the bottom. While draining the water, pouring concrete for the bottom of the tank, etc.
It is possible to form the tank bottom plate without being disturbed by spring water. By setting a water collector in the area where the tank bottom plate is formed in this way, it becomes unnecessary to use earth retaining sheet piles, etc. to drain spring water, and it is not necessary to dig a hole larger than the capacity of the tank, which reduces costs. Therefore, the construction period can be shortened. In particular, since the water collector of the present invention has a water collection port at the bottom, concrete will not flow through the opening of the water collector during pouring of tank bottom slab concrete, and drainage work can be carried out without being obstructed by the concrete. Can be done. In addition, in this water collector, the water stop plate is supported by a water stop plate support shaft that penetrates inside the peripheral wall of the water collection cylinder, and the water stop plate can be lowered by lowering or raising the water stop plate support shaft. Since the water collection port is opened and closed by raising the water collection device, the water collection port can be opened and closed from the top of the water collection device, which has the advantage of good workability.

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

第1図は本発明の集水器を示す平面図、第2図
は同縦断面図、第3図は本発明の方法により集水
口を開いて排水しつつ地下タンクの底版を形成す
る過程を示した要部縦断面図、第4図は同地下タ
ンクの完成状態の底部側要部縦断面図、第5図及
び第6図は本発明に係る集水器の一例の集水口開
放時と閉鎖時の各要部縦断面図である。 1…集水器、2…集水筒体、3…ガイド孔、4
…止水板、5…集水口、6…止水板支持軸、7,
8…ナツト、9…止水パツキン、10…タンク側
壁、11…栗石、12…セパレータ、13…水中
ポンプ、14…捨コンクリート、15…タンク底
版コンクリート、18…集水器底版。
Fig. 1 is a plan view showing the water collector of the present invention, Fig. 2 is a vertical sectional view thereof, and Fig. 3 shows the process of forming the bottom plate of an underground tank while opening the water collection port and discharging water by the method of the present invention. FIG. 4 is a vertical cross-sectional view of the main part of the underground tank in the completed state, and FIGS. 5 and 6 are views of the water collector according to the present invention when the water collection port is open FIG. 3 is a vertical cross-sectional view of each main part when closed. 1...Water collector, 2...Water collection cylinder, 3...Guide hole, 4
...Water stop plate, 5...Water collection port, 6...Water stop plate support shaft, 7,
8... Nut, 9... Water stop packing, 10... Tank side wall, 11... Chestnut stone, 12... Separator, 13... Submersible pump, 14... Waste concrete, 15... Tank bottom plate concrete, 18... Water collector bottom plate.

Claims (1)

【特許請求の範囲】 1 地中に穴を掘り、その穴内にタンク側壁を形
成した後、該穴の底面に場所打コンクリートでタ
ンク底版を形成する地下タンクの構築方法におい
て前記タンク底版形成前に前記穴の最下部に、筒
状をなし下端に集水口を有する筒体と、該筒体の
集水口を閉鎖自在な止水板とからなる集水器を、
その止水板を集水口から離反させた状態で埋設
し、該集水器内よりその集水口から流入する湧水
を排出して湧水の水位を低下させつつ前記タンク
底版を形成し、前記集水器を除くタンク内面を止
水処理した後、前記止水板をもつて集水口を閉鎖
し、その後集水器内底部に場所打コンクリートを
もつて水密に集水器底版を形成することを特徴と
してなる地下タンクの構築方法。 2 上端が開放され、下端に集水口を有する筒体
と、該集水口に対向して当接離反自在な止水板
と、前記筒体の周壁に形成したガイド孔にその軸
方向に摺動自在に挿通され、下端に前記止水板を
固定した止水板支持軸と、前記止水板による集水
口閉鎖時に該止水板と集水口縁部に介在させる止
水パツキンとを備え、地下タンクの構築に際し、
その最下面に埋設して湧水を集水させかつ、タン
ク構築後にはタンク排水の際の残水を集水させる
地下タンクの構築に使用する集水器。
[Scope of Claims] 1. In a method for constructing an underground tank, which involves digging a hole in the ground, forming a tank side wall in the hole, and then forming a tank bottom plate with cast-in-place concrete on the bottom of the hole, before forming the tank bottom plate. At the bottom of the hole, a water collector consisting of a cylinder having a cylindrical shape and a water collection port at the lower end, and a water stop plate that can freely close the water collection port of the cylinder,
The water stop plate is buried in a state where it is separated from the water collection port, and the spring water flowing from the water collection port is discharged from the water collection device to lower the water level of the spring water while forming the tank bottom plate. After applying a water stop treatment to the inner surface of the tank except for the water collector, the water collection port is closed using the water stop plate, and then cast-in-place concrete is placed at the inner bottom of the water collector to form a water-tight water collector bottom plate. How to build an underground tank featuring: 2. A cylindrical body whose upper end is open and has a water collection port at its lower end, a water stop plate that faces the water collection port and can come into contact with and separate from the water stop plate, and a water stop plate that slides in the axial direction of the cylinder through a guide hole formed in the peripheral wall of the cylindrical body. A water stop plate support shaft that is freely inserted through the shaft and has the water stop plate fixed to its lower end, and a water stop gasket that is interposed between the water stop plate and the edge of the water collection port when the water collection port is closed by the water stop plate, When constructing the tank,
A water collector used to construct an underground tank that is buried at the bottom of the underground tank to collect spring water and, after the tank is constructed, to collect the remaining water when the tank is drained.
JP58200850A 1983-10-28 1983-10-28 Underground tank constructing method and water collector used therein Granted JPS6095079A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58200850A JPS6095079A (en) 1983-10-28 1983-10-28 Underground tank constructing method and water collector used therein

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58200850A JPS6095079A (en) 1983-10-28 1983-10-28 Underground tank constructing method and water collector used therein

Publications (2)

Publication Number Publication Date
JPS6095079A JPS6095079A (en) 1985-05-28
JPS6334275B2 true JPS6334275B2 (en) 1988-07-08

Family

ID=16431255

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58200850A Granted JPS6095079A (en) 1983-10-28 1983-10-28 Underground tank constructing method and water collector used therein

Country Status (1)

Country Link
JP (1) JPS6095079A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0243386U (en) * 1988-09-20 1990-03-26

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0243386U (en) * 1988-09-20 1990-03-26

Also Published As

Publication number Publication date
JPS6095079A (en) 1985-05-28

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