JPS6220524Y2 - - Google Patents

Info

Publication number
JPS6220524Y2
JPS6220524Y2 JP1983057501U JP5750183U JPS6220524Y2 JP S6220524 Y2 JPS6220524 Y2 JP S6220524Y2 JP 1983057501 U JP1983057501 U JP 1983057501U JP 5750183 U JP5750183 U JP 5750183U JP S6220524 Y2 JPS6220524 Y2 JP S6220524Y2
Authority
JP
Japan
Prior art keywords
receiving frame
manhole cover
wall block
cover receiving
peripheral wall
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
JP1983057501U
Other languages
Japanese (ja)
Other versions
JPS59163650U (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 JP5750183U priority Critical patent/JPS59163650U/en
Publication of JPS59163650U publication Critical patent/JPS59163650U/en
Application granted granted Critical
Publication of JPS6220524Y2 publication Critical patent/JPS6220524Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案はマンホール蓋受け枠固定構造に関し、
特に、地中に埋設される周壁ブロツクの上端に複
数本のボルトを設け、マンホール蓋受け枠のフラ
ンジ部をこれらのボルト及びナツトで締結する形
式のマンホール蓋受け枠固定構造の改良に関す
る。
[Detailed description of the invention] This invention relates to a manhole cover receiving frame fixing structure.
In particular, the present invention relates to an improvement in a manhole cover frame fixing structure in which a plurality of bolts are provided at the upper end of a peripheral wall block buried underground and the flange portion of the manhole cover frame is fastened with these bolts and nuts.

上下水道をはじめ各種地下設備の管理及び保守
点検のためマンホールが構築されることは周知で
ある。
It is well known that manholes are constructed for the management, maintenance and inspection of various underground facilities including water and sewage systems.

このマンホールは、地下の設備に通ずるコンク
リート製の周壁ブロツクを地中に埋設するととも
に、このブロツクの上端にマンホール蓋受け枠を
固定し、該受け枠に開閉可能なマンホール蓋を取
付ける構造を有している。この場合、前記周壁ブ
ロツクは、通常、コンクリート製の中空円筒体
(ヒユーム管など)で作られ、かつ、マンホール
蓋を地面と略同一レベルに調整するためのコンク
リート製調整リングを必要に応じて組合せた構造
を有している。更に、前記マンホール蓋受け枠の
地面に対する高さ或は傾きを微調整するため、周
壁ブロツクとマンホール受け枠との間に適当枚数
のワツシヤーを挿入し、これらのワツシヤーを介
してボルト締結することも行われている。
This manhole has a structure in which a concrete surrounding wall block leading to underground equipment is buried underground, a manhole cover receiving frame is fixed to the upper end of this block, and an openable and closable manhole cover is attached to the receiving frame. ing. In this case, the peripheral wall block is usually made of a hollow cylindrical body made of concrete (such as a fume pipe), and is combined with a concrete adjustment ring as necessary to adjust the manhole cover to approximately the same level as the ground. It has a similar structure. Furthermore, in order to finely adjust the height or inclination of the manhole cover receiving frame with respect to the ground, an appropriate number of washers may be inserted between the surrounding wall block and the manhole receiving frame, and the bolts may be fastened through these washers. It is being done.

然して、従来のマンホール蓋受け枠にあつて
は、その周囲に連続した全周フランジが設けら
れ、このフランジ部に円周方向所定ピツチ即ち周
壁ブロツクのボルトピツチに合わせてボルト挿入
用の孔が形成されていた。このため、受け枠を周
壁ブロツクに固定する場合、各孔と各ボルトとの
位置を合わせた状態で重量の大きい受け枠を釣り
下げた状態で周壁ブロツク上に載せねばならず、
位置決めが困難で多大の労力を要し作業性が悪い
という問題があつた。また、受け枠の高さ微調整
のためワツシヤーを追加したり取出したりする場
合、その都度受け枠を持上げてボルトから分離さ
せねばならず、この高さ微調整の作業にも多大の
労力を要するという問題があつた。
However, in the case of a conventional manhole cover receiving frame, a continuous full-circumference flange is provided around the periphery, and bolt insertion holes are formed in this flange portion at a predetermined pitch in the circumferential direction, that is, in accordance with the bolt pitch of the peripheral wall block. was. Therefore, when fixing the receiving frame to the surrounding wall block, the heavy receiving frame must be suspended and placed on the surrounding wall block with each hole and each bolt aligned.
There were problems in that positioning was difficult and required a lot of effort, and workability was poor. Furthermore, when adding or removing washers to finely adjust the height of the receiving frame, the receiving frame must be lifted and separated from the bolt each time, and this fine-tuning of the height also requires a great deal of effort. There was a problem.

本考案の目的は、このような従来技術の問題を
解消し、マンホール蓋受け枠の周壁ブロツクに対
する位置決め作業並びに高さ微調整の作業を容易
かつ安全に行いうるマンホール蓋受け枠の固定構
造を提供することである。
The purpose of the present invention is to provide a fixing structure for a manhole cover receiving frame that solves the problems of the conventional technology and allows easy and safe positioning of the manhole cover receiving frame with respect to the surrounding wall block and fine height adjustment. It is to be.

本考案の特徴は、マンホール蓋受け枠のフラン
ジ部を、周壁ブロツクのボルト位置に対応して所
定間隔ごとに分断した複数のフランジ区分で形成
し、各フランジ区分の円周方向端面に前記各ボル
トを受容する所定の円周方向奥行きを有するボル
ト嵌合用の切欠きを形成することにより上記目的
を達成することである。
The feature of the present invention is that the flange portion of the manhole cover receiving frame is formed by a plurality of flange sections divided at predetermined intervals corresponding to the bolt positions of the peripheral wall block, and each of the bolts is attached to the circumferential end face of each flange section. The above object is achieved by forming a bolt-fitting notch having a predetermined circumferential depth for receiving the bolt.

すなわち、本考案によれば、地中に埋設される
周壁ブロツクの上端に複数本のボルトを設け、マ
ンホール蓋受け枠のフランジ部をこれらのボルト
及びナツトで締結する形式のマンホール蓋受け枠
固定構造において、マンホール蓋受け枠の前記フ
ランジ部を、前記ボルトの位置に対応して所定間
隔ごとに分断された複数のフランジ区分で形成
し、各フランジ区分の端部にボルト嵌合用の切欠
きを形成することを特徴とするマンホール蓋受け
枠固定構造が提供される。
That is, according to the present invention, a manhole cover receiving frame fixing structure is provided in which a plurality of bolts are provided at the upper end of a peripheral wall block buried underground, and the flange portion of the manhole cover receiving frame is fastened with these bolts and nuts. In this method, the flange portion of the manhole cover receiving frame is formed by a plurality of flange sections divided at predetermined intervals corresponding to the position of the bolt, and a notch for bolt fitting is formed at the end of each flange section. A manhole cover receiving frame fixing structure is provided.

第1図及至第3図は本考案によるマンホール蓋
受け枠固定構造の一実施例を示す図であり、第4
図は他の実施例を示す図であり、以下これらの図
面に基づいて本考案を具体的に説明する。
1 to 3 are diagrams showing one embodiment of the manhole cover receiving frame fixing structure according to the present invention, and FIG.
The drawings are diagrams showing other embodiments, and the present invention will be specifically described below based on these drawings.

第1図乃至第3図において、地中に埋設される
周壁ブロツク1の上面には複数本のボルト2が設
けられ、マンホール蓋受け枠3はそのフランジ部
4をこれらのボルト2及び上面からねじ締結され
るナツト5で締結することにより周壁ブロツク1
に固定されている。マンホール蓋受け枠3には地
上から開閉可能なマンホール蓋6が取付けられて
いる。
1 to 3, a plurality of bolts 2 are provided on the upper surface of a peripheral wall block 1 buried underground, and the manhole cover receiving frame 3 has its flange portion 4 screwed from these bolts 2 and the upper surface. The surrounding wall block 1 is tightened by tightening nuts 5.
is fixed. A manhole cover 6 that can be opened and closed from the ground is attached to the manhole cover receiving frame 3.

前記周壁ブロツク1は止水弁など上下水道はじ
め各種の地下設備に通じる空間を形成するもので
あり、通常、ヒユーム管等コンクリート製または
合成樹脂製の中空円筒体で形成される。図示の周
壁ブロツク1はヒユーム管等の本体1Aにコンク
リート製または合成樹脂製の調整リング1Bを組
合わした構造を有し、この調整リング1Bによつ
てマンホール蓋6を地面7と略同一レベルに保持
するようになつている。このコンクリート製の調
整リング1Bは必要に応じ使用されるものであ
り、本体1Aのみでマンホール蓋6を地面7を略
同一レベルに保持できる場合には使用されない。
The peripheral wall block 1 forms a space communicating with various underground facilities such as water supply and sewerage systems such as water stop valves, and is usually formed of a hollow cylindrical body made of concrete or synthetic resin, such as a hump pipe. The illustrated peripheral wall block 1 has a structure in which a main body 1A such as a fume pipe is combined with an adjustment ring 1B made of concrete or synthetic resin, and the manhole cover 6 is brought to approximately the same level as the ground 7 by this adjustment ring 1B. It is designed to hold. This concrete adjustment ring 1B is used as needed, and is not used when the main body 1A alone can hold the manhole cover 6 at substantially the same level as the ground 7.

周壁ブロツク1(図示の例では調整リング1
B)には円周方向所定間隔の位置から上方に突出
する複数本の受け枠固定用のボルト2が埋め込ま
れている。なお、この周壁ブロツク1は種々の構
造にすることができ、本体1Aを分割型とし、最
上部の本体にボルト2を植設するとともに、調整
リング1Bを中間に挿入する形式にすることもで
きる。
Peripheral wall block 1 (in the example shown, adjustment ring 1
B) is embedded with a plurality of bolts 2 for fixing the receiving frame, which protrude upward from positions at predetermined intervals in the circumferential direction. Note that this peripheral wall block 1 can have various structures, and the main body 1A can be of a split type, and the bolt 2 can be installed in the uppermost main body, and the adjustment ring 1B can be inserted in the middle. .

マンホール蓋受け枠3の前記フランジ部4は、
第1図に示す如く、複数本(図示の例では6本)
の前記ボルト2の位置に対応して所定間隔ごとに
分断された複数(6個)のフランジ区分8で形成
されている。各フランジ区分8の円周方向端面に
は前記各ボルト2に嵌合させるための切欠き9が
形成されている。各切欠き9は各ボルト2を受容
するのに適した所定の円周方向奥行きをもつて形
成されている。尚、各フランジ区分8にはマンホ
ール蓋受け枠3自体並びに各フランジ区分8を補
強するためのリブ10が設けられている。
The flange portion 4 of the manhole cover receiving frame 3 is
As shown in Figure 1, multiple pieces (six pieces in the example shown)
It is formed of a plurality (six) of flange sections 8 divided at predetermined intervals corresponding to the positions of the bolts 2 . A notch 9 is formed in the circumferential end face of each flange section 8 to fit each of the bolts 2 . Each notch 9 is formed with a predetermined circumferential depth suitable for receiving each bolt 2. Each flange section 8 is provided with a rib 10 for reinforcing the manhole cover receiving frame 3 itself and each flange section 8.

受け枠3の前記フランジ部4と周壁ブロツク1
(本実施例ではコンクリート製または合成樹脂製
の調整リング1B)との間には、第2図及び第3
図に示すごとく、高さ微調整用の所望枚数のワツ
シヤ11が挿入され、これらのワツシヤを介して
前記ナツト5により受け枠3を固定するようにな
つている。又、ボルト2の部分にこれらワツシヤ
11を挿入することによりフランジ部4と周壁ブ
ロツク1との間に隙間が生じるが、この隙間には
モルタル12が充填されている。前記ワツシヤ1
1はマンホール受け枠3及びこれに取付けられる
マンホール蓋6の上面を地面7に対し同一レベル
に微調整すべく受け枠3の高さ及び傾斜を微調整
するためのものであり、各ボルト2の夫々の箇所
において所望枚数(場合によつては0枚)挿入し
て使用される。
The flange portion 4 of the receiving frame 3 and the peripheral wall block 1
(In this example, the adjusting ring 1B is made of concrete or synthetic resin).
As shown in the figure, a desired number of washers 11 for fine height adjustment are inserted, and the receiving frame 3 is fixed by the nut 5 through these washers. Also, by inserting these washers 11 into the bolts 2, a gap is created between the flange portion 4 and the peripheral wall block 1, and this gap is filled with mortar 12. Said washers 1
1 is for finely adjusting the height and inclination of the receiving frame 3 in order to finely adjust the upper surface of the manhole receiving frame 3 and the manhole cover 6 attached thereto to the same level with the ground 7. A desired number of sheets (in some cases, 0 sheets) are inserted and used at each location.

次に以上説明したマンホール蓋受け枠固定構造
の施工手順を説明する。
Next, the construction procedure of the manhole cover receiving frame fixing structure explained above will be explained.

ヒユーム管等の本体1Aを地中に埋設した後そ
の上に高さ調節用の調整リング1Bを接続して周
壁ブロツク1を構築する。次いで周壁ブロツク1
の上端面に所望枚数の高さ微調整用のワツシヤ1
1を介在させてマンホール蓋受け枠3を設置す
る。この場合受け枠3を周壁ブロツク1上で摺動
させて各ボルト2をフランジ部4の切欠き9内に
嵌合させて位置決めする。各ボルト2を各切欠き
9に嵌合させた後、ナツト5を各ボルト2にねじ
係合しこれらナツトを締めつけることによりマン
ホール蓋受け枠3を周壁ブロツク1上に固定す
る。しかる後、受け枠3と周壁ブロツク1との間
の隙間にモルタル12を充填し、更に各フランジ
区分8の間の断切部の空間内にもモルタル12を
充填する。こうしてモルタルを充填した後、土の
埋め戻しを行い、更に埋め戻し土が安定した後マ
ンホール蓋受け枠3の周囲にモルタルを充填して
目地を施し施工を完了する。
After a main body 1A such as a fume pipe is buried in the ground, an adjustment ring 1B for height adjustment is connected thereon to construct a peripheral wall block 1. Next, peripheral wall block 1
The desired number of washers 1 for fine height adjustment are placed on the upper end of the
A manhole cover receiving frame 3 is installed with the manhole cover receiving frame 3 interposed therebetween. In this case, the receiving frame 3 is slid on the peripheral wall block 1, and each bolt 2 is fitted into the notch 9 of the flange portion 4 and positioned. After each bolt 2 is fitted into each notch 9, the manhole cover receiving frame 3 is fixed onto the peripheral wall block 1 by screwing the nuts 5 into each bolt 2 and tightening these nuts. Thereafter, the gap between the receiving frame 3 and the peripheral wall block 1 is filled with mortar 12, and the space at the cutout between each flange section 8 is also filled with mortar 12. After filling with mortar in this manner, backfilling with soil is performed, and after the backfilling soil is stabilized, mortar is filled around the manhole cover receiving frame 3 and joints are provided to complete the construction.

以上説明した実施例によれば、マンホール蓋受
け枠3を周壁ブロツク1上に載置した後該周壁ブ
ロツク上で摺動させながら各ボルト2と各切欠き
9とを嵌合させて位置決めすることができるの
で、マンホール蓋受け枠3を周壁ブロツク1に対
して組付ける作業を極めて容易に行うことができ
る。又、マンホール蓋受け枠3の高さ微調整を行
う場合、ワツシヤ11の取付け取外しは受け枠3
を各ボルト2から分離させることなく単に摺動さ
せて位置をずらすだけで行うことができるので、
このワツシヤ11による受け枠3の高さ微調整の
作業も極めて簡単に行うことができる。
According to the embodiment described above, after the manhole cover receiving frame 3 is placed on the peripheral wall block 1, each bolt 2 and each notch 9 are fitted into each other and positioned while sliding on the peripheral wall block 1. Therefore, the work of assembling the manhole cover receiving frame 3 to the peripheral wall block 1 can be performed extremely easily. Also, when finely adjusting the height of the manhole cover receiving frame 3, the washer 11 should be installed and removed using the receiving frame 3.
This can be done by simply sliding and shifting the position without separating it from each bolt 2.
Fine adjustment of the height of the receiving frame 3 using the washers 11 can also be performed very easily.

更に、マンホール蓋受け枠3と周壁ブロツク1
との間の隙間に充填されるモルタル12は、受け
枠3の下側のみならず各フランジ区分8の間の断
切部の空間内にも一体的に充填されるので、モル
タル12の受け枠3に対する結合強度を大巾に向
上させることができ、これによつてモルタルの強
度を向上させることができる。こうして、モルタ
ル12の耐振動及び耐衝撃性を大巾に向上させる
ことができる。
Furthermore, the manhole cover receiving frame 3 and the surrounding wall block 1
The mortar 12 filled in the gap between the receiving frame 3 and the mortar 12 is integrally filled not only under the receiving frame 3 but also in the space of the cutout between each flange section 8. The bonding strength of the mortar can be greatly improved, thereby improving the strength of the mortar. In this way, the vibration resistance and impact resistance of the mortar 12 can be greatly improved.

更に又、マンホール蓋受け枠3の取付けフラン
ジ部を所定間隔ごとに分断した複数個のフランジ
区分8で形成したので、フランジ部の強度に関係
なくマンホール蓋受け枠3の重量軽減並びにコス
トダウンを図ることができる。
Furthermore, since the mounting flange portion of the manhole cover receiving frame 3 is formed of a plurality of flange sections 8 divided at predetermined intervals, it is possible to reduce the weight and cost of the manhole cover receiving frame 3 regardless of the strength of the flange portion. be able to.

第4図は本考案の他の実施例を示す図であり、
この実施例では所定間隔ごとに分断された複数の
フランジ区分8夫々の両端部にボルト嵌合用の切
欠き9が形成されており、各フランジ区分8の片
側の端部のみに切欠き9を設けた第1図乃至第3
図の実施例とこの点でのみ相違しており、その他
の部分は実質上同一構造を有している。したがつ
て、夫々対応する部分を同一符号で表示しその詳
細な説明を省略する。
FIG. 4 is a diagram showing another embodiment of the present invention,
In this embodiment, notches 9 for bolt fitting are formed at both ends of each of a plurality of flange sections 8 divided at predetermined intervals, and the notches 9 are provided only at one end of each flange section 8. Figures 1 to 3
This embodiment differs from the illustrated embodiment only in this respect, and other parts have substantially the same structure. Therefore, corresponding parts will be indicated by the same reference numerals and detailed explanation thereof will be omitted.

第4図の実施例によつても、第1図乃至第3図
の実施例の場合とまつたく同様の方法で、地中に
埋設された周壁ブロツク1に対しマンホール蓋受
け枠3を固定することができ、したがつて、従来
技術に比べ同様の作用効果を達成することができ
る。
In the embodiment shown in FIG. 4, the manhole cover support frame 3 is fixed to the surrounding wall block 1 buried underground in the same manner as in the embodiments shown in FIGS. 1 to 3. Therefore, similar effects can be achieved compared to the conventional technology.

以上の説明から明らかなごとく、本考案によれ
ば、マンホール蓋受け枠のフランジ部を、受け枠
固定用のボルト位置に対応して所定間隔ごとに分
断された複数のフランジ区分で形成するとともに
各フランジ区分の端部にボルト嵌合用の切欠きを
形成したので、周壁ブロツクに対するマンホール
蓋受け枠の組付け並びにマンホール蓋受け枠の高
さ調整の作業を極めて迅速かつ容易に行うことが
できるマンホール蓋受け枠固定構造が得られる。
As is clear from the above explanation, according to the present invention, the flange portion of the manhole cover receiving frame is formed into a plurality of flange sections divided at predetermined intervals corresponding to the positions of the bolts for fixing the receiving frame, and each Since a notch for bolt fitting is formed at the end of the flange section, the manhole cover allows assembly of the manhole cover receiving frame to the surrounding wall block and height adjustment of the manhole cover receiving frame to be performed extremely quickly and easily. A receiving frame fixing structure is obtained.

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

第1図は本考案によるマンホール蓋受け枠固定
構造の一実施例におけるマンホール蓋受け枠自体
の形状を示す平面図、第2図は第1図のマンホー
ル蓋受け枠を周壁ブロツク上に固定した状態を第
1図中の線−に沿つて示した縦断面図、第3
図は第2図の固定構造を第1図中の線−に沿
つて示した部分縦断面図、第4図は本考案による
マンホール蓋受け枠固定構造の他の実施例に使用
するマンホール蓋受け枠を示す平面図である。 1……周壁ブロツク、1A……本体部分(周壁
ブロツク)、1B……調整リング(周壁ブロツ
ク)、2……マンホール蓋受け枠固定用のボル
ト、3……マンホール蓋受け枠、4……フランジ
部、5……ナツト、6……マンホール蓋、7……
地面、8……フランジ区分、9……ボルト嵌合用
の切欠き、11……高さ微調整用のワツシヤ、1
2……モルタル、13……フランジ区分間の断切
部。
Fig. 1 is a plan view showing the shape of the manhole cover receiving frame itself in an embodiment of the manhole cover receiving frame fixing structure according to the present invention, and Fig. 2 is a state in which the manhole cover receiving frame shown in Fig. 1 is fixed on the surrounding wall block. A vertical sectional view taken along the line - in Figure 1, Figure 3.
The figure is a partial vertical sectional view of the fixing structure shown in FIG. 2 taken along the line - in FIG. 1, and FIG. 4 is a manhole cover holder used in another embodiment of the manhole cover holder frame fixing structure according to the present invention. It is a top view showing a frame. 1... Peripheral wall block, 1A... Main body part (peripheral wall block), 1B... Adjustment ring (peripheral wall block), 2... Bolt for fixing the manhole cover receiving frame, 3... Manhole cover receiving frame, 4... Flange Part, 5...Natsuto, 6...Manhole cover, 7...
Ground, 8... Flange division, 9... Notch for bolt fitting, 11... Washer for fine height adjustment, 1
2...Mortar, 13...Cut between flange sections.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 地中に埋設される周壁ブロツクの上端面に複数
本のボルトを植設し、マンホール蓋受け枠のフラ
ンジ部を前記周壁ブロツク上にこれらのボルト及
びナツトで締結する形式のマンホール蓋受け枠固
定構造において、マンホール蓋受け枠の前記フラ
ンジ部を、前記各ボルトの位置に対応して円周方
向所定間隔ごとに分断された複数のフランジ区分
で形成し、各フランジ区分の円周方向端面に前記
各ボルトを受容する所定の円周方向奥行きを有す
るボルト嵌合用の切欠きを形成することを特徴と
するマンホール蓋受け枠固定構造。
A manhole cover receiving frame fixing structure in which a plurality of bolts are installed on the upper end surface of a peripheral wall block buried underground, and the flange portion of the manhole cover receiving frame is fastened to the peripheral wall block with these bolts and nuts. The flange portion of the manhole cover receiving frame is formed of a plurality of flange sections divided at predetermined intervals in the circumferential direction corresponding to the positions of the respective bolts, and each of the flange sections is formed on the circumferential end surface of each flange section. A manhole cover receiving frame fixing structure characterized by forming a bolt-fitting notch having a predetermined circumferential depth for receiving a bolt.
JP5750183U 1983-04-19 1983-04-19 Manhole cover receiver frame fixing structure Granted JPS59163650U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5750183U JPS59163650U (en) 1983-04-19 1983-04-19 Manhole cover receiver frame fixing structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5750183U JPS59163650U (en) 1983-04-19 1983-04-19 Manhole cover receiver frame fixing structure

Publications (2)

Publication Number Publication Date
JPS59163650U JPS59163650U (en) 1984-11-01
JPS6220524Y2 true JPS6220524Y2 (en) 1987-05-25

Family

ID=30187801

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5750183U Granted JPS59163650U (en) 1983-04-19 1983-04-19 Manhole cover receiver frame fixing structure

Country Status (1)

Country Link
JP (1) JPS59163650U (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5267772U (en) * 1975-11-14 1977-05-19

Also Published As

Publication number Publication date
JPS59163650U (en) 1984-11-01

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