JPH0213647A - Drainage device - Google Patents

Drainage device

Info

Publication number
JPH0213647A
JPH0213647A JP16186088A JP16186088A JPH0213647A JP H0213647 A JPH0213647 A JP H0213647A JP 16186088 A JP16186088 A JP 16186088A JP 16186088 A JP16186088 A JP 16186088A JP H0213647 A JPH0213647 A JP H0213647A
Authority
JP
Japan
Prior art keywords
gutter
rainwater
primary
drainage
drained
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.)
Granted
Application number
JP16186088A
Other languages
Japanese (ja)
Other versions
JPH086418B2 (en
Inventor
Yuzuru Irie
入江 譲
Shigeki Funakoshi
船越 重樹
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.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical 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 Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP63161860A priority Critical patent/JPH086418B2/en
Publication of JPH0213647A publication Critical patent/JPH0213647A/en
Publication of JPH086418B2 publication Critical patent/JPH086418B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Building Awnings And Sunshades (AREA)
  • Building Environments (AREA)

Abstract

PURPOSE:To improve appearance and to facilitate detection of an abnormal state by a method wherein a gutter is disposed indoors from the backs of outer walls, and in addition to a primary gutter, a secondary gutter to receive rainwater flowing over the primary gutter is situated. CONSTITUTION:A gutter 2 is disposed in a spot positioned indoors from the backs of outer walls 8 and 8, and a primary gutter 22 extending along the end part of a roof plate 1 and a secondary gutter 23 receiving rainwater flowing over the primary gutter 22 are mounted. A normal drainage port through which rainwater from the primary gutter 22 is drained to a vertical gutter 4 and an emergency drainage port through which rainwater from the secondary gutter directly is drained to the outside are formed in an upper coupling 3 disposed in a position allowing it to receive rainwater from the gutter 2. This constitution enables location of parapets 9 and 9 without being pulled further frontward than the outer walls 8 and 8, and enables facilitation of detection of an abnormal state, e.g., choking with refuse of the vertical gutter 4.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、建築物に適用される排水装置に関する。[Detailed description of the invention] (Industrial application field) The present invention relates to a drainage device applied to buildings.

(従来の技術) 従来、建築物に適用されていた排水装置としては、例え
ば、実公昭56−31631号公報等に記載されている
ようなものが知られている。
(Prior Art) Conventionally, as a drainage system applied to buildings, there is known a system as described in, for example, Japanese Utility Model Publication No. 56-31631.

この従来装置は、屋根板の端部に沿って縦樋に雨水を導
く軒樋が設けられ、更に軒樋の下方に軒樋からオーバー
フローした雨水を外部に導く水切板が設けられていた。
In this conventional device, an eaves gutter is provided along the edge of the roof panel to guide rainwater to the downspout, and a drain plate is further provided below the eaves gutter to guide rainwater overflowing from the eaves gutter to the outside.

この水切板は、雨水が外壁の表面を伝って外部に排水さ
れるよう外壁よりも外側に突出して設けられていた。
This drainage board was provided so as to protrude outward from the outer wall so that rainwater would run along the surface of the outer wall and be drained to the outside.

(発明が解決しようとする課題) しかしながら、このような従来の排水装置にあっては、
水切板が外壁よりも外側に突出して設けられていたため
に、この水切板や軒樋の前面を覆って設けられるパラペ
ットは、排水用間隙を介して外壁パネルより外側へ出っ
張った位置に設けざるを得なかった。そして、このよう
なパラペットの出っ張りや、パラペットと外壁間の排水
用間隙によって建築物の美観は損なわれていた。
(Problem to be solved by the invention) However, in such a conventional drainage device,
Because the draining board was installed to protrude outward from the exterior wall, the parapet that was installed to cover the front of the draining board and eaves gutter had to be installed at a position that protruded outward from the exterior wall panel through the drainage gap. I didn't get it. The beauty of the building was spoiled by the protrusion of the parapet and the drainage gap between the parapet and the exterior wall.

本発明は、上記のような問題に着目し、バラベットを外
壁から前方へ出っ張らせずに設けることができる排水装
置の開発を共通の課題とする。
The present invention has focused on the above-mentioned problems, and has as its common objective the development of a drainage device that can provide a loose bed without protruding forward from the outer wall.

更に加えて、縦樋がゴミ詰まりを生じた場合等の異常発
生時にはその異常事態を容易に居住者が発見できる排水
装置の開発も課題とする。
In addition, we also aim to develop a drainage system that allows residents to easily detect an abnormal situation, such as when a downspout becomes clogged with debris.

(課題を解決するための手段) 上記課題を解決するために本発明の排水装置は、軒樋と
上台と縦樋とで排水路が形成され、前記軒樋が、外壁の
裏面より室内側に配設されていると共に、屋根板からの
雨水を受けるように屋根板の端部に沿って設けられた一
次槽と、該−次槽からオーバーフローした雨水を受りる
ように一次槽の下側に設けられた二次槽とで構成され、
かつ、前記上台が前記−次槽及び二次槽からの雨水を受
ける位置に配設されているものである。
(Means for Solving the Problems) In order to solve the above problems, in the drainage device of the present invention, a drainage channel is formed by an eaves gutter, an upper base, and a downpipe, and the eaves gutter is directed toward the indoor side from the back surface of the outer wall. There is also a primary tank provided along the edge of the roof shingles to receive rainwater from the roof shingles, and a primary tank located below the primary tank to receive rainwater that overflows from the secondary tank. It consists of a secondary tank installed in
Further, the upper stand is disposed at a position to receive rainwater from the secondary tank and the secondary tank.

更に、上合に、−次槽からの雨水を縦樋に排水する通常
排水口が形成されていると共に、二次槽からの雨水を直
接外部に排水する緊急排水口が形成されていることが望
ましい、。
Furthermore, in the upper case, a normal drain is formed to drain rainwater from the secondary tank to the downpipe, and an emergency drain is formed to drain rainwater from the secondary tank directly to the outside. desirable,.

(作 用) 本発明の排水装置では、屋根板に沿って流れ落ちる雨水
は、通常時においては、まず−次槽に流入し、この−次
槽から上合に流れ込む。
(Function) In the drainage device of the present invention, rainwater flowing down along the roof plate normally flows into the secondary tank, and from this secondary tank, flows into the upper case.

また、豪雨により一次槽に流入する雨水量が。In addition, the amount of rainwater that flows into the primary tank due to heavy rain.

−次槽の許容排水量を越えた場合等の、雨水が一次槽か
らオーバーフローするといった異常時においては、オー
バーフローした雨水は二次槽に流入し、この二次槽から
上合に流れ込む。
- In abnormal situations where rainwater overflows from the primary tank, such as when the allowable drainage volume of the secondary tank is exceeded, the overflowing rainwater flows into the secondary tank, and from this secondary tank flows into the upper case.

更に請求項2記載の排水量(9L:あっ1−は、−次槽
から上合に流入したIT1水cj−1通常排水[]から
縦樋を通って外部に排水されろ、−・方、二次槽から上
合に流入した雨水は、緊急排水口から重接外部に排水さ
れる。
Furthermore, the amount of water discharged according to claim 2 (9L: 1- is the IT1 water cj-1 normal drainage [] that has flowed into the upper case from the -2 tank) and is drained to the outside through the downspout. Rainwater flowing into the upper tank from the next tank is drained to the outside from the emergency drain.

(実施例) 以下、本発明の実施例を図面に上り詳述する。(Example) Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

まず、第1図〜第4図に示す実施例に一つしハT”、そ
の構成を説明する。
First, the structure of the embodiment shown in FIGS. 1 to 4 will be explained.

本実施例の排水装置は、第2図に示すように特に庇のな
い建築物に適用されるもので、折1fjlの端部に沿っ
て設けられている軒樋2と、該軒樋2の端部に設けられ
ている上台3と、該上台3の底に接続されている縦樋4
とで排水路が形成されている。
The drainage system of this embodiment is particularly applied to buildings without eaves, as shown in Fig. 2, and includes an eaves gutter 2 provided along the edge of the An upper stand 3 provided at the end and a downpipe 4 connected to the bottom of the upper stand 3
A drainage channel is formed.

折版1は、僅かな勾配をもたせて設けられており、タイ
トフレーム5に支持されている。
The folding plate 1 is provided with a slight slope and is supported by a tight frame 5.

尚、6は面戸、7は水切り板である。In addition, 6 is a side door, and 7 is a draining board.

軒樋2は、仕切板21によって上側の一次槽22と下側
の二次槽23とに隔てられ、−次槽22で折版1からの
雨水を受け、二次槽23で前記−次槽22からオーバー
フローした雨水を受けるように配設されている。また、
前記仕切板21には、−次槽22からオーバーフローし
た雨水を二次槽23へ導く落し口211が開口されてい
る。
The eaves gutter 2 is divided into an upper primary tank 22 and a lower secondary tank 23 by a partition plate 21. The secondary tank 22 receives rainwater from the folding plate 1, and the secondary tank 23 collects the rainwater It is arranged to catch rainwater that overflows from 22. Also,
The partition plate 21 has an opening 211 for guiding rainwater overflowing from the secondary tank 22 to the secondary tank 23.

前記−次槽22及び二次槽23は、勾配をもたせて互い
に平行に設けられており、外壁8の裏面より室内側に配
設されている6また許容排水量は、二次槽23が一次槽
22を上回って確保されている。
The secondary tank 22 and the secondary tank 23 are provided parallel to each other with a slope, and are arranged toward the indoor side from the back surface of the outer wall 8.Also, the allowable drainage amount is the same as that of the primary tank for the secondary tank 23. It has been secured in excess of 22.

更に首記−次槽2?には その上面を覆、っ石ゴミ止め
w424が設しづられている。
Further notes - next tank 2? A stone dust stopper w424 is installed to cover the top surface.

9はパラベットであって、外壁8の上方位置に外壁8と
同一面上に連続しで設けられている7舊壁8は屋根梁1
0に対して支持フレーム11を介して固定され、一方バ
ラベット9も、支持フレーム11に対して固定されてい
る。
Reference numeral 9 denotes a parabet, which is continuously provided above the outer wall 8 on the same plane as the outer wall 8. The parabet 8 is connected to the roof beam 1.
0 via a support frame 11, and the rosette 9 is also fixed to the support frame 11.

尚、外壁8にはレンガタイルが横向きに用いられ、バラ
ベット9にはレンガタイルが縦向きに用いられてる。
In addition, brick tiles are used for the outer wall 8 horizontally, and brick tiles are used vertically for the rose bed 9.

また、前記バラベット9には、前記−次槽22及び二次
槽23の下流側端部を外部に貫通さゼる貫通穴91が設
けられており、前記上台3は、5:の貫通穴91から突
き出した一次槽22と二次槽23の下流側端部な覆って
設しプられている。
Further, the bulk bed 9 is provided with a through hole 91 that extends through the downstream ends of the secondary tank 22 and the secondary tank 23 to the outside, and the upper stand 3 is provided with a through hole 91 of 5:. The downstream end portions of the primary tank 22 and secondary tank 23 protruding from the tank are covered with each other.

またこの上台3は、仕切板3】によって−次槽22から
の雨水が流入される第1集水部32ど、二次槽23から
の雨水が流入される第2集水部33とに横に分割されで
いる。そして、前記第1集水部32の底部には縦樋4に
接続される通常排水口34が設けられていると共に、第
1集水部32の側壁部には外部に開口された第1緊急排
水口35が設けられている。また、前記第2集水部33
の底部には、外部に開口された第2緊急排水口36が設
けられている。
Also, this upper stand 3 is horizontally connected to a first water collection part 32 into which rainwater from the secondary tank 22 flows in through the partition plate 3] and a second water collection part 33 into which rainwater from the secondary tank 23 flows. It is divided into. A normal drain port 34 connected to the downpipe 4 is provided at the bottom of the first water collection section 32, and a first emergency drain port 34 which is opened to the outside is provided at the side wall of the first water collection section 32. A drain port 35 is provided. In addition, the second water collecting section 33
A second emergency drain port 36 opened to the outside is provided at the bottom of the tank.

尚、前記第1緊急排水口35は、仕切板31の上端より
も低い位置に設けられている。
Note that the first emergency drain port 35 is provided at a position lower than the upper end of the partition plate 31.

次に実施例の作用を説明する。Next, the operation of the embodiment will be explained.

まず、雨水の流れについて第1図を参照しながら説明す
る。
First, the flow of rainwater will be explained with reference to FIG.

[通常時] 折版1に沿って流れ落ちる雨水は、まずゴミ止め網24
によって落葉や小石等が取り除かれた後、−次槽22に
流入する。そして、−次槽22を流れて上台3の第1集
水部32に流れ込み、通常排水口34から縦樋4を通っ
て外部に排水される(図中の実線矢印参照)。
[Normal times] Rainwater flowing down along the folding plate 1 first passes through the garbage stopper net 24.
After fallen leaves, pebbles, etc. are removed, the water flows into the secondary tank 22. The water then flows through the secondary tank 22, flows into the first water collection part 32 of the upper platform 3, and is drained to the outside through the downpipe 4 from the normal drain port 34 (see the solid line arrow in the figure).

[縦樋異常時] 縦樋4がゴミ詰まり等により排水機能を損なっている場
合には、−次槽22から上台3の第1集水部32に流れ
込んだ雨水は、第1緊急排水口35から直接外部に排水
される(図中の一点鎖線矢印参照)。
[When the downspout is abnormal] If the downspout 4 has lost its drainage function due to clogging with garbage, etc., the rainwater that has flowed from the secondary tank 22 into the first water collection part 32 of the upper platform 3 is diverted to the first emergency drain 35. The water is drained directly to the outside (see the dashed-dotted line arrow in the figure).

ここで第1緊急排水口35は、上合3内の仕切板31の
上端よりも低い位置に設けられているので、雨水がこの
仕切板3Iを越えて第1集水部32から第2集水部33
へ流れ込む以前に外部へ排水するようになっている。
Here, the first emergency drainage port 35 is provided at a lower position than the upper end of the partition plate 31 in the upper case 3, so that rainwater flows over the partition plate 3I from the first water collection part 32 to the second collection part. Water section 33
The water is drained outside before flowing into the water.

[−次槽異常時] ・豪雨により一次槽22に流入する雨水量が、−次槽3
3の許容排水量を越えた場合や、ゴミ止め網24にゴミ
が積って一次槽22に流入できなくなった場合等の、雨
水が一次槽22からオーバーフローするといった異常時
には、オーバーフローした雨水は、仕切板21の落し口
211を通って二次槽23に流入する。そして、二次槽
23を流れて上台3の第2集水部33に流れ込み、第2
緊急排水口36から直接外部に排水される(図中の点線
矢印参解)。
[When an abnormality occurs in the − secondary tank] ・The amount of rainwater flowing into the primary tank 22 due to heavy rain is
In abnormal situations, such as when rainwater overflows from the primary tank 22, such as when the allowable drainage volume exceeds the allowable drainage volume in step 3, or when trash accumulates on the trash net 24 and prevents it from flowing into the primary tank 22, the overflowing rainwater is removed from the partition. It flows into the secondary tank 23 through the drop port 211 of the plate 21. Then, it flows through the secondary tank 23, flows into the second water collection part 33 of the upper platform 3, and flows into the second water collection part 33 of the upper platform 3.
The water is drained directly to the outside from the emergency drain port 36 (see the dotted line arrow in the figure).

このように、本実施例の排水装置によると、上台3の第
1緊急排水口35から雨水が排水されていることで縦樋
4の異常が認識でき、また、第2緊急排水口36から雨
水が排水されていることで一次槽22の異常が認識でき
る。
As described above, according to the drainage device of this embodiment, an abnormality in the downspout 4 can be recognized because rainwater is drained from the first emergency drain port 35 of the upper platform 3, and rainwater is drained from the second emergency drain port 36. An abnormality in the primary tank 22 can be recognized by the fact that the water is being drained.

そして、このような異常時における雨水の排水を、第1
緊急排水口35あるいは第2緊急排水口36に集中させ
たことで、外部から発見し易くなっている。それによっ
て居住者は、メンテナンス等の処置を早期に施すことが
できる。
The first step is to drain rainwater during abnormal times like this.
By concentrating on the emergency drain port 35 or the second emergency drain port 36, it is easier to discover from the outside. This allows residents to take early steps such as maintenance.

また、パラペット9を外壁8から前方へ出っ張らせずに
、バラペット9の表面と外壁8の表面とをほぼ同一面上
に連続させたので、外観的にも優れている。
Furthermore, since the parapet 9 does not protrude forward from the outer wall 8 and the surface of the parapet 9 and the surface of the outer wall 8 are continuous on substantially the same plane, the appearance is also excellent.

以上、本発明の実施例を図面により詳述してきたが、具
体的な構成はこの実施例に限られるものではなく本発明
の要旨を逸脱しない範囲の設計変更等があっても本発明
に含まれる。
Although the embodiments of the present invention have been described above in detail with reference to the drawings, the specific configuration is not limited to these embodiments, and even if there are design changes within the scope of the gist of the present invention, they are included in the present invention. It will be done.

例えば実施例では、二次槽から上合に流れ込む雨水は、
緊急排水口から直接外部に排水されるように構成したが
、通常排水口から縦樋に排水されるようにしてもよい。
For example, in the example, rainwater flowing from the secondary tank to the upper case is
Although the system is configured so that the water is drained directly to the outside from the emergency drain, the water may be drained from the normal drain to the downspout.

その場合は、上合及び縦樋の許容排水量を拡大すること
が望まれる。
In that case, it is desirable to increase the permissible displacement of the upper and downspouts.

また、縦樋異常時には第2緊急排水口から外部に雨水を
排水させるようにしたが、第2緊急排水口を設けずに、
第1緊急排水口から外部に排水するようにしてもよい。
In addition, in the event of an abnormality in the downspout, rainwater was drained to the outside from the second emergency drain, but without providing the second emergency drain,
The water may be drained to the outside from the first emergency drain port.

(発明の効果) 本発明の排水装置は、上述の通り構成されているので、
次に記載する効果が得られる。
(Effects of the Invention) Since the drainage device of the present invention is configured as described above,
The following effects can be obtained.

請求項1の排水装置にあっては、軒樋が外壁の裏面より
室内側に配設されているので、バラペットを外壁から前
方へ出っ張らせずに設けることができ、パラペットの表
面と外壁の表面とをほぼ同一面上に連続させる等して外
観の向上を図ることができる。
In the drainage system according to claim 1, since the eaves gutter is arranged on the indoor side from the back side of the outer wall, the parapet can be provided without protruding forward from the outer wall, and the parapet surface and the outer wall are connected. The appearance can be improved by, for example, making the surfaces continuous on substantially the same plane.

請求項2の排水装置にあっては、請求項1の効果に加え
て、異常発生時には上合の異常排水口から直接外部へ雨
水が集中的に排水されるので、居住者はその異常事態を
容易に発見することができ、メンテナンス等の処置を早
期に施すことができる。
In the drainage system of claim 2, in addition to the effects of claim 1, when an abnormality occurs, rainwater is intensively drained directly to the outside from the upper abnormality drainage port, so that residents can be relieved of the abnormality. It can be easily detected, and maintenance and other measures can be taken early.

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

第1図は本発明実施例の排水装置を用いた雨水の流れを
示すブロック図、第2図は実施例の排水装置が適用され
た建築物の屋根を示す斜視図、第3図及び第4図は実施
例の排水装置を示す断面図である。 1・・・折版(屋根板) 2・・−軒樋 22・・・一次樋 23−・−二次槽 3・−上台 34・・・通常排水口 35・−・第1緊急排水口 36・・・第2緊急排水口 4・・−縦樋 8・・・外壁 9・・・パラペット 第1図 1・・折版(屋根板) 2・・・軒樋 22・・・一次樋 23 ・二じ大樋 3・上合 34・・・通常排水口 35・第1緊色排水口 36・・・第2緊急排水口 4・・縦1 8・・・外壁 9・・・パラペノト
FIG. 1 is a block diagram showing the flow of rainwater using the drainage device of the embodiment of the present invention, FIG. 2 is a perspective view showing the roof of a building to which the drainage device of the embodiment is applied, and FIGS. The figure is a sectional view showing the drainage device of the embodiment. 1...Folded plate (roof board) 2...-Eave gutter 22...Primary gutter 23--Secondary tank 3--Upper stand 34...Normal drain port 35--First emergency drain port 36 ...Second emergency drain 4...-Downspout 8...Outer wall 9...Parapet Figure 1 1...Folded plate (roof board) 2...Eave gutter 22...Primary gutter 23 ・Two large gutter 3, upper part 34...normal drain 35, first color drain 36...second emergency drain 4...vertical 1 8...outer wall 9...parapenoto

Claims (1)

【特許請求の範囲】 1)軒樋と上合と縦樋とで排水路が形成され、前記軒樋
が、外壁の裏面より室内側に配設されていると共に、屋
根板からの雨水を受けるように屋根板の端部に沿って設
けられた一次樋と、該一次樋からオーバーフローした雨
水を受けるように一次樋の下側に設けられた二次樋とで
構成され、かつ、前記上合が前記一次樋及び二次樋から
の雨水を受ける位置に配設されていることを特徴とする
排水装置。 2)上合に、一次樋からの雨水を縦樋に排水する通常排
水口が形成されていると共に、二次樋からの雨水を直接
外部に排水する緊急排水口が形成されている請求項1記
載の排水装置。
[Scope of Claims] 1) A drainage channel is formed by the eave gutter, the upper gutter, and the vertical gutter, and the eave gutter is disposed on the indoor side from the back surface of the outer wall and receives rainwater from the roof board. It is composed of a primary gutter provided along the edge of the roof shingle, and a secondary gutter provided below the primary gutter to receive rainwater overflowing from the primary gutter, and the upper gutter is A drainage device characterized in that the is disposed at a position to receive rainwater from the primary gutter and the secondary gutter. 2) Claim 1, wherein a normal drainage port is formed in the upper part to drain rainwater from the primary gutter into the downspout, and an emergency drainage port is formed to drain rainwater from the secondary gutter directly to the outside. Drainage device as described.
JP63161860A 1988-06-29 1988-06-29 Drainage device Expired - Fee Related JPH086418B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63161860A JPH086418B2 (en) 1988-06-29 1988-06-29 Drainage device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63161860A JPH086418B2 (en) 1988-06-29 1988-06-29 Drainage device

Publications (2)

Publication Number Publication Date
JPH0213647A true JPH0213647A (en) 1990-01-18
JPH086418B2 JPH086418B2 (en) 1996-01-24

Family

ID=15743336

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63161860A Expired - Fee Related JPH086418B2 (en) 1988-06-29 1988-06-29 Drainage device

Country Status (1)

Country Link
JP (1) JPH086418B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0464648A (en) * 1990-07-02 1992-02-28 Sekisui Chem Co Ltd Installation method of drainage for building unit
JP2006316493A (en) * 2005-05-12 2006-11-24 Sekisui Chem Co Ltd Gutter device

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57124543U (en) * 1981-01-29 1982-08-03

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57124543U (en) * 1981-01-29 1982-08-03

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0464648A (en) * 1990-07-02 1992-02-28 Sekisui Chem Co Ltd Installation method of drainage for building unit
JP2006316493A (en) * 2005-05-12 2006-11-24 Sekisui Chem Co Ltd Gutter device

Also Published As

Publication number Publication date
JPH086418B2 (en) 1996-01-24

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