JPH07292758A - Synthetic resin made rainwater pit - Google Patents
Synthetic resin made rainwater pitInfo
- Publication number
- JPH07292758A JPH07292758A JP10772994A JP10772994A JPH07292758A JP H07292758 A JPH07292758 A JP H07292758A JP 10772994 A JP10772994 A JP 10772994A JP 10772994 A JP10772994 A JP 10772994A JP H07292758 A JPH07292758 A JP H07292758A
- Authority
- JP
- Japan
- Prior art keywords
- rainwater
- synthetic resin
- pipe
- mud
- diameter
- 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
Links
Landscapes
- Sewage (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、合成樹脂製雨水ますに
関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a rainwater trough made of synthetic resin.
【0002】[0002]
【従来の技術とその課題】一般に、ますと呼ばれる排水
設備には、汚水ますと雨水ますとがあって、このうち、
雨水ますは路面や宅地や空き地等に降った雨水を集水・
収容したり、雨水管の点検・掃除をしたりするための設
備であって、底部に15cm以上の深さの泥だめ部を必要
とし、この泥だめ部によって土砂が下流の下水管へ流入
しないようにしている。また、この雨水ますを宅地等に
設置して、雨水を集水する場合には、格子蓋をつける必
要がある。[Prior art and its problems] Generally, drainage facilities called masu include sewage masu and rainwater masu.
Rainwater masu collects rainwater that falls on the road surface, residential land, vacant land, etc.
It is a facility for accommodating and inspecting and cleaning the rainwater pipe, and it requires a mud reservoir with a depth of 15 cm or more at the bottom, so that this mud reservoir does not allow sediment to flow into the downstream sewer pipe. I have to. In addition, when this rainwater trough is installed in a residential area or the like and rainwater is collected, it is necessary to attach a grid lid.
【0003】ところで、従来の雨水ますの大半は、コン
クリ−ト製であるので、低廉性やコンパクト性や、塩ビ
製雨水管との接続性等により、合成樹脂製雨水ますの出
現が要請されている。そのため、例えば点検筒用受口
と、流出・入の雨水管用差口とをもったバケツ状のポリ
プロピレン製雨水ますが一部実施されており、また、こ
のポリプロピレン製雨水ますを改善しようとした提案も
なされている。By the way, since most of the conventional rainwater basins are made of concrete, the appearance of synthetic resin rainwater basins is required due to their low cost, compactness, connectivity with PVC rainwater pipes, and the like. . Therefore, for example, a part of bucket-shaped polypropylene rainwater basin with an inlet for an inspection tube and a spout for rainwater pipes for inflow and outflow has been implemented, and a proposal was made to improve this polypropylene rainwater basin. Has also been done.
【0004】例えば、実開平5−22679号公報に
は、塩ビ製ます本体を、切管可能の点検筒と、この点検
筒の下部に一体的に接続され、かつ、下方に向かって順
次拡径した、つまり円錐台状の有底泥だめ部とから構成
し、この泥だめ部に流出・入口を穿設し、これらの出入
口に雨水管をそれぞれ突っ込んで接続した塩ビ製雨水ま
すが提案されている。For example, in Japanese Utility Model Laid-Open No. 5-22679, a main body made of vinyl chloride is integrally connected to an inspection tube capable of cutting a tube and a lower portion of the inspection tube, and the diameter is gradually expanded downward. In other words, it is proposed that a PVC rainwater masu is composed of a frusto-conical bottomed mud sump part, and the mud sump part is provided with an outflow / inlet, and rainwater pipes are inserted into and connected to these entrances / exits .
【0005】しかしながら、かかる提案の塩ビ製雨水ま
すでは、浅型か深型かの埋設深さの位置調節のため、点
検筒を切管して調節可能となるものの、泥だめ部の深さ
を調節しようとすれば、泥だめ部の形状が円錐台状であ
って、その底辺に底用キヤップをかぶせた構造であるた
め、泥だめ部の深さを変えるとそれに応じた口径の底用
キヤップを必要とする、という問題があり、また、泥だ
め部の形状が円錐台状のため、掃除に手間がかかる、と
いう問題があった。However, in such a proposed rainwater trout made of PVC, the inspection tube can be cut off to adjust the position of the buried depth of the shallow type or the deep type, but the depth of the mud sump part can be adjusted. If you try to adjust, the shape of the mud reservoir is frusto-conical and the bottom cap is covered, so if you change the depth of the mud reservoir, the cap for the bottom will change accordingly. There is also a problem in that cleaning is troublesome because the shape of the mud trap is frustoconical.
【0006】勿論、前述の点検筒用受口と、流出・入の
雨水管用差口とをもったバケツ状のポリプロピレン製雨
水ますでは、泥だめ部の深さを変えようとすれば、全体
を取り替える必要がある、という問題があった。Of course, in the case of a bucket-shaped polypropylene rainwater gauze having the above-mentioned inspection tube receiving port and the outflow / inflow rainwater pipe inlet, if the depth of the mud reservoir is changed, the entire There was a problem that it had to be replaced.
【0007】[0007]
【課題を解決するための手段】そこで本発明は、かかる
諸問題を解決しようとしてなされたもので、その要旨と
するところは、上向きに、有蓋で且つ切管可能の点検筒
を接着接合する点検筒用受口を、横向きに、塩ビ製雨水
管を接着接合する複数の雨水管用受口をそれぞれ設けた
合成樹脂製小口径汚水ますタイプの雨水ます本体にあっ
て、前記雨水ます本体の下向きに、該ます本体内で開口
した可及的大径の接続筒を一体成形により延設し、該接
続筒にバケツ状の有底泥だめ部を着脱自在に接続したこ
とを特徴とする合成樹脂製雨水ますにある。SUMMARY OF THE INVENTION Therefore, the present invention has been made in order to solve the various problems, and the gist of the present invention is to perform an inspection in which an inspection tube which has a lid and can be cut off is adhesively joined upward. There is a synthetic resin small-diameter sewage masu type rainwater trough main body, which is provided with a plurality of rainwater pipe receptacles for adhering and joining vinyl chloride rainwater pipes sideways. A synthetic resin rainwater characterized in that a connection cylinder of the largest possible diameter that opens in the main body is extended by integral molding, and a bucket-shaped bottomed mud reservoir is detachably connected to the connection cylinder. It is in Masu.
【0008】[0008]
【実施例】本発明を添付図面に示す実施例により詳細に
述べる。図1は本発明の第1の実施例の断面図、図2は
図1の要部拡大詳細図、図3は第2の実施例の一部断面
図である。The present invention will be described in detail with reference to the embodiments shown in the accompanying drawings. 1 is a sectional view of a first embodiment of the present invention, FIG. 2 is an enlarged detail view of an essential portion of FIG. 1, and FIG. 3 is a partial sectional view of the second embodiment.
【0009】本発明の第1および第2の実施例の合成樹
脂製雨水ますは、汎用されている塩ビ製小口径汚水ます
(各種の管継手に上向きの点検筒を立設した汚水ます)
のようなTS接合(DV継手ともいう)可能の受口をも
つ塩ビ製ます本体を主体とするもので、コンパクトで且
つ安価となり、宅地内に設置する雨水ますに好適にな
る。The synthetic resin rainwater casks according to the first and second embodiments of the present invention are general-purpose vinyl chloride small-diameter sewage sewage (sewage sewage with upright inspection tubes installed on various pipe joints).
The main body is a PVC main body that has a TS connection (also referred to as DV joint) like the one shown in the figure. It is compact and inexpensive, and is suitable for rainwater storage installed in residential land.
【0010】第1の実施例を述べる。図1において、1
は塩ビ射出成形品であるます本体で、上向きに150〜
200mmφの点検筒用受口2が設けられ、横向きに75
〜100mmφの流入側および流出側の雨水管用受口3,
4が設けられている。A first embodiment will be described. In FIG. 1, 1
Is a PVC injection molded product.
A 200 mmφ inspection tube receiving port 2 is provided, and the sideways 75
~ 100 mmφ inlet and outlet rainwater pipe sockets 3,
4 are provided.
【0011】これらの受口2,3,4は、通常のJIS
規格のTS接合用受口でもよいが、図2で示し後記のよ
うな、コンパクト化した合成樹脂製雨水ますに好都合な
接着接合用受口に構成されている。また、雨水管用受口
3,4は、図示のストレ−ト型に限らず、平面視で直交
した90L型、平面視で45°に曲がった45L型、ス
トレ−ト型に直交した1つまたは2つの受口を付加した
合流型、更には起点用等の小口径汚水ますで採用してい
るいずれのタイプであってもよい。したがって、このま
す本体1では、これらの雨水管用受口3,4の種類が多
様化して品揃いができ、しかも、後記の標準型の泥だめ
部10を共通化すれば、全体として安価にでき、その
上、雨水管との接続強度が維持できるので、多様化され
ている宅地埋設の雨水ますにとって好都合となる。These receptacles 2, 3 and 4 are standard JIS
Although it may be a standard TS splicing socket, it is configured as an adhesive splicing socket as shown in Fig. 2 and described later, which is convenient for compact synthetic resin rainwater gutters. Further, the rainwater pipe receiving ports 3 and 4 are not limited to the illustrated straight type, but are 90L type which is orthogonal to each other in a plan view, 45L type which is bent at 45 ° in a planar view, one which is orthogonal to the straight type or It may be a confluent type with two receiving ports added, or any type used for small-diameter wastewater for starting point. Therefore, in the main body 1, the types of the rainwater pipe inlets 3 and 4 can be diversified to make a product lineup, and if the standard mud trap portion 10 described later is shared, the cost can be reduced as a whole. Moreover, since the connection strength with the rainwater pipe can be maintained, it is convenient for the diversified rainwater in the residential land.
【0012】このます本体1には、下向きにます本体1
の円形胴5の外径Dをそのまま延設して差口長さとし、
これを接続筒6に構成している。この接続筒6はます本
体1内で開口している。したがって、接続筒6の径は可
及的に大にできたので、小口径の雨水ますでありなが
ら、泥だめ容量を大にすることができる。また、この接
続筒6の外径Dを、特に、市販されている塩ビ管の外径
(例えば、呼び径150〜200mmφ)に合せて構成し
ている。なお、この塩ビ管に多孔を設けると、直ちにス
トレ−ナ型雨水浸透ますにすることができる。The main body 1 is a downward facing main body 1.
The outer diameter D of the circular body 5 of No. 3 is extended as it is to obtain the opening length,
This is configured as the connecting cylinder 6. This connecting tube 6 is increasingly open in the main body 1. Therefore, since the diameter of the connecting cylinder 6 can be made as large as possible, it is possible to increase the mud-storing capacity while using rainwater with a small diameter. In addition, the outer diameter D of the connecting cylinder 6 is configured to match the outer diameter of a commercially available PVC pipe (for example, a nominal diameter of 150 to 200 mmφ). If the PVC pipe is made porous, it is possible to immediately permeate the strainer type rainwater.
【0013】この接続筒6のます本体内開口部には、縮
径リング7が一体的に設けられ、この縮径リング7に、
底部に水抜き孔のある土砂捕捉用バスケット8の開口フ
ランジが遊嵌できるようになっている。勿論、土砂捕捉
用バスケット8の開口フランジを引掛けてこのバスケッ
ト8を吊設してもよい。そして、このバスケット8には
常時立設されている下げ手8aを設けている。また、こ
の接続筒6の内周上下の中間には円弧状爪9を周設して
いる。A diameter reducing ring 7 is integrally provided at the opening of the connecting cylinder 6 in the main body.
An opening flange of the sediment catching basket 8 having a drainage hole at the bottom can be loosely fitted. Of course, this basket 8 may be suspended by hooking the opening flange of the sediment trapping basket 8. The basket 8 is provided with a lowering hand 8a which is always erected. An arcuate claw 9 is provided around the upper and lower inner circumferences of the connecting cylinder 6.
【0014】この接続筒6には、バケツ状の有底泥だめ
部10をワンタッチ式に着脱自在に設けている。すなわ
ち、この有底泥だめ部10は、塩ビ射出成形品であっ
て、バケツ胴部11の外周上下の中間より上方に、前記
接続筒6の下端が当接するストッパ−段部12が形成さ
れている。このストッパ−段部12の上方には、前記円
弧状爪9が弾性変形して嵌入する凹部と、Oリング13
が嵌入された凹部とが形成されている。この有底泥だめ
部10は、標準型として、泥だめ深さ約160mmに構成
しているが、泥だめ深さ約300mmや約500mmにした
ものも設けておく。勿論、前記円弧状爪9をバケツ胴部
11の外周の方に設けると、これらの2つの凹部は接続
筒6の内周の方に設けることになる。A bucket-shaped bottomed mud reservoir 10 is detachably provided on the connecting cylinder 6 in a one-touch manner. That is, the bottomed mud sump portion 10 is a PVC injection molded product, and a stopper-step portion 12 with which the lower end of the connecting cylinder 6 abuts is formed above the middle of the upper and lower outer circumferences of the bucket body portion 11. There is. Above the stopper-step portion 12, a concave portion into which the arcuate claw 9 is elastically deformed and fitted, and an O-ring 13 are provided.
And a recess in which is inserted. As the standard type, the bottomed mud sump portion 10 has a mud sump depth of about 160 mm, but mud sump depths of about 300 mm and about 500 mm are also provided. Of course, when the arcuate claws 9 are provided on the outer circumference of the bucket body 11, these two recesses are provided on the inner circumference of the connecting cylinder 6.
【0015】次に、ます本体1に設けた点検筒用や雨水
管用の受口Sの構造について述べる。雨水管用受口を示
す図2において、ます本体1に設けた受口Sの受口長さ
Lを、第1の接着長さS1 と第2の接着長さS2 とガイ
ド部長さS3 で構成し、このS1 =1/2〜2/3Lと
している。また、第2の接着長さS2 の面テ−パを第1
の接着長さS1 の面テ−パより大にしている。特に、S
1 の面テ−パ(例えば、呼び径100mmφの場合1°
8’45°)およびS2 の面テ−パ(例えば、呼び径1
00mmφの場合2°17’26”)はJIS規格のTS
接合の面テ−パ(例えば、呼び径100mmφの場合0°
34”)より大にしている。Next, the structure of the receiving port S for the inspection cylinder and the rainwater pipe provided on the main body 1 will be described. In FIG. 2 showing the rainwater pipe receiving port, the receiving port length L of the receiving port S provided on the main body 1 is changed to the first bonding length S 1 , the second bonding length S 2, and the guide portion length S 3. in constructed, and this S 1 = 1 / 2~2 / 3L . Further, the first surface taper having the second adhesive length S 2 is used.
It is larger than the surface taper with the adhesive length S 1 . In particular, S
1 surface taper (for example, 1 ° for nominal diameter 100 mmφ)
8'45 °) and S 2 surface taper (for example, nominal diameter 1
In case of 00 mmφ, 2 ° 17'26 ″) is JIS standard TS
Joining surface taper (for example, 0 ° in case of nominal diameter 100mmφ
34 ").
【0016】したがって、この合成樹脂製雨水ますで
は、抜け止め防止のため接着強度を維持しながら、受口
長さL(例えば、呼び径100mmφの場合30mm)をJ
IS規格の塩ビ管TS接合用受口長さ(例えば、呼び径
100mmφの場合50mm)より短縮できることになっ
た。Therefore, in this synthetic resin rainwater trough, the socket length L (for example, 30 mm for a nominal diameter of 100 mmφ) is set to J while maintaining the adhesive strength to prevent it from coming off.
It has become possible to reduce the length from the IS standard PVC pipe TS joint receiving port length (for example, 50 mm for a nominal diameter of 100 mmφ).
【0017】そのため、かかる受口Sを雨水管用受口
3,4に用いると、省スペ−ス配管が可能となると共
に、管路軸に若干の振れ角θをもたせることが可能とな
って、配管工事が容易になる。Therefore, when the receiving port S is used as the rainwater pipe receiving ports 3 and 4, space saving piping can be realized, and a slight deflection angle θ can be given to the pipeline axis. Plumbing becomes easy.
【0018】また、かかる受口Sを点検筒用受口2に用
いると、宅内の最上流に設置する雨水ますにおいても、
地面からの規定の土かぶり最小深さを確保することがで
きる。Further, by using the receiving port S as the inspection tube receiving port 2, even in the rainwater trough installed in the uppermost stream of the house,
It is possible to secure the specified minimum depth of soil cover from the ground.
【0019】次に、第1の実施例の作用を述べる。宅
地、または宅地と公道との境等の埋設箇所に応じた泥だ
め深さの有底泥だめ部10を選び、また、塩ビ製雨水管
15の配管に合う雨水管用受口をもつます本体1を選ん
で、両者を嵌着する。そして、土砂捕捉用バスケット8
を有底泥だめ部10に収納・載置する。一方、点検筒用
受口2に、埋設深さに調節された点検筒14を接着接合
する。Next, the operation of the first embodiment will be described. Select a bottomed mud sump part 10 with a mud depth corresponding to the buried place such as the residential land or the boundary between the residential land and the public road, and also have a main body 1 that has a rainwater pipe fitting that fits the PVC rainwater pipe 15 Choose and fit both. And the basket 8 for catching earth and sand
Is stored and placed in the bottomed mud trap 10. On the other hand, the inspection tube 14 adjusted to the buried depth is adhesively bonded to the inspection tube receiving port 2.
【0020】以上のような合成樹脂製雨水ますを、例え
ば連設された合成樹脂製雨水浸透ますの間に設置した
後、雨水管(有孔の浸透管でもよい)15を雨水管用受
口3,4に接着接合する。このとき、雨水ますを集水に
も使用するのであれば、点検筒14に格子蓋16を装着
する。このようにして設置された雨水ますで土砂捕捉用
バスケット8に土砂が溜まると、バスケット8のまま取
出しこれを除く。なお、この格子蓋16は、汚水ます用
蓋に多数の貫通孔を設けるだけで、小口径汚水ます用蓋
をそのまま利用している。After installing the synthetic resin rainwater trough as described above between, for example, synthetic resin rainwater troughs, a rainwater pipe (or a perforated permeation pipe) 15 is provided for the rainwater pipe receiving port 3, 4 is adhesively bonded. At this time, if the rainwater basin is also used for collecting water, the grid cover 16 is attached to the inspection cylinder 14. When the sediment collecting basket 8 is filled with sediment by the rainwater trough installed in this way, the basket 8 is taken out and removed. The grid lid 16 uses the small-diameter sewage lid as it is by simply providing a large number of through holes in the sewage lid.
【0021】次に、第2の実施例について述べる。図3
において、第2の実施例のます本体1は3つ以上の雨水
管用受口が設けられた合流型であり、しかも、これらの
雨水管用受口3,4,4’には偏芯異径管継手17がそ
れぞれ装着され、これに雨水管を接着接合するようにな
っている。したがって、第2の実施例の雨水ますは、泥
だめ部10が大容量化するので、流入する土砂量の多い
場所に設置するとよい。Next, a second embodiment will be described. Figure 3
In addition, the main body 1 of the second embodiment is a confluent type in which three or more rainwater pipe inlets are provided, and these rainwater pipe inlets 3, 4, 4'are eccentric different diameter pipes. The joints 17 are respectively mounted, and the rainwater pipes are bonded and joined thereto. Therefore, the rainwater basin of the second embodiment has a large capacity in the mud trap portion 10, and is therefore preferably installed in a place where a large amount of inflowing sediment is present.
【0022】なお、以上の実施例では、接続筒6を差口
で説明したが、円形胴5の外径を若干縮径して受口で構
成してもよく、また、土砂捕捉用バスケット8を使用す
る例で説明したが、必ずしも、このバスケット8を使用
せず単なる溜ますにしてもよく、また、円弧状爪9と凹
部とを樹脂弾性変形による嵌着で説明したが、バヨネッ
ト結合(差込み継手ともいう)で接続してよい。In the above embodiments, the connecting cylinder 6 is described as a spigot, but the outer diameter of the circular cylinder 5 may be slightly reduced to be a receiving mouth, and the sediment catching basket 8 may be used. Although the basket 8 is not necessarily used, a simple storage may be made without using the basket, and the arcuate claw 9 and the recess are explained by fitting by resin elastic deformation. (Also referred to as a plug joint).
【0023】更に、本発明の接続筒6に嵌着する有底泥
だめ部10の代りに、スリット等を穿設した合成樹脂製
浸透ます部をます本体1に嵌着してもよく、このように
すれば、直ちに雨水浸透ますが構成できる。Further, instead of the bottomed mud reservoir 10 fitted in the connecting cylinder 6 of the present invention, a synthetic resin penetrating portion having a slit or the like may be fitted in the main body 1 more and more. By doing so, the rainwater can be immediately introduced and configured.
【0024】[0024]
【発明の効果】本発明によれば、 ます本体に下向きの接続筒を一体成形により延設し、
この接続筒に、泥だめ深さを異にする各種の有底泥だめ
部を接続できるので、共通のます本体でありながら、雨
水量や流入する土砂量に応じた収容量の雨水ますが形成
でき、安価でかつ施工現場に適した雨水ますを提供する
ことができる。 各種の雨水管用受口をもつます本体に、下向きの接続
筒を一体成形により延設し、この接続筒に標準の泥だめ
部を接続したので、共通の泥だめ部でありながら、雨水
管の配管状態に応じた雨水ますを提供できる。 雨水ます本体を、合成樹脂製小口径汚水ますタイプに
構成したので、低廉性、コンパクト性、取扱容易性およ
び塩ビ管との接続容易性がそのまま踏襲され、合成樹脂
製雨水ますの施工奨励に一層寄与することができる。 雨水管用受口に雨水管を接着接合したので、雨水ます
との接着強度を維持し、かつ、雨水ますが地下水圧等に
より浮上することがない。 ます本体と泥だめ部を別個に成形するので、成形用金
型が小形で安価となり、生産費を低減することができ
る。殊に、ます本体は小口径汚水ます本体と寸法・形状
とも類似しているので、汎用化されている小口径汚水ま
す用の成形機がそのまま利用することができる。EFFECTS OF THE INVENTION According to the present invention, a downward connecting tube is integrally formed and extended on the main body,
Since various bottomed mud reservoirs with different mud depths can be connected to this connection cylinder, a rainwater basin with a common capacity can be formed according to the amount of rainwater and the amount of inflowing sediment. Therefore, it is possible to provide a rainwater pit that is inexpensive and suitable for a construction site. The downward connection pipe is extended by integral molding to the main body that has various rainwater pipe inlets, and the standard mud reservoir is connected to this connection pipe, so even though it is a common mud drain pipe of the rainwater pipe We can provide rainwater basins according to the conditions. Since the main body of rainwater masu is configured as a synthetic resin small-diameter muddy water masu type, low cost, compactness, easy handling and easy connection with PVC pipes are followed as is, further encouraging the construction of synthetic resin rainwater masu Can contribute. Since the rainwater pipe is adhesively joined to the rainwater pipe receptacle, the adhesive strength with the rainwater masu is maintained, and the rainwater masu does not float due to groundwater pressure or the like. Since the main body and the mud reservoir are separately molded, the molding die is small and inexpensive, and the production cost can be reduced. In particular, since the main body of the masu is similar in size and shape to the main body of the small-diameter wastewater, a general-purpose molding machine for the small-diameter wastewater masu can be used as it is.
【図1】本発明の第1の実施例の断面図である。FIG. 1 is a cross-sectional view of a first embodiment of the present invention.
【図2】図1の要部拡大詳細図である。FIG. 2 is an enlarged detailed view of a main part of FIG.
【図3】第2の実施例の一部断面図である。FIG. 3 is a partial sectional view of a second embodiment.
1…ます本体、2…点検筒用受口、3,4…雨水管用受
口、6…接続筒、10…有底泥だめ部1 ... mass body, 2 ... inspection tube receiving port, 3,4 ... rainwater pipe receiving port, 6 ... connecting tube, 10 ... bottom mud reservoir
Claims (1)
を接着接合する点検筒用受口を、横向きに、塩ビ製雨水
管を接着接合する複数の雨水管用受口をそれぞれ設けた
合成樹脂製小口径汚水ますタイプの雨水ます本体にあっ
て、 前記雨水ます本体の下向きに、該ます本体内で開口した
可及的大径の接続筒を一体成形により延設し、該接続筒
にバケツ状の有底泥だめ部を着脱自在に接続したことを
特徴とする合成樹脂製雨水ます。1. A synthetic resin having upwardly provided an inspection tube receptacle for adhering a lidded inspection tube that can be cut, and a lateral orientation provided with a plurality of rainwater pipe receptacles for adhering PVC rainwater pipes. A small-diameter sewage masu type rainwater trough body, in which a connection tube of the largest possible diameter opened in the trout body is extended by integral molding below the rainwater trout body, and a bucket is attached to the connection tube. Rain water made of synthetic resin, which is characterized by connecting the bottomed mud reservoir in a detachable manner.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6107729A JP2751002B2 (en) | 1994-04-22 | 1994-04-22 | Synthetic rainwater trough |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6107729A JP2751002B2 (en) | 1994-04-22 | 1994-04-22 | Synthetic rainwater trough |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP8151642A Division JP2759640B2 (en) | 1996-05-22 | 1996-05-22 | How to assemble a synthetic resin rainwater masu |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH07292758A true JPH07292758A (en) | 1995-11-07 |
JP2751002B2 JP2751002B2 (en) | 1998-05-18 |
Family
ID=14466477
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6107729A Expired - Lifetime JP2751002B2 (en) | 1994-04-22 | 1994-04-22 | Synthetic rainwater trough |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2751002B2 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH08311983A (en) * | 1996-05-22 | 1996-11-26 | Aron Kasei Co Ltd | Yard catch basin made of synthetic resin |
JP2011202431A (en) * | 2010-03-26 | 2011-10-13 | Aron Kasei Co Ltd | Display tag of rainwater inlet bucket and rainwater inlet with the display tag |
JP2012087566A (en) * | 2010-10-21 | 2012-05-10 | Aron Kasei Co Ltd | Street inlet |
CN111841087A (en) * | 2020-07-24 | 2020-10-30 | 广州德程机电设备有限公司 | High-efficient industrial waste water treatment pond |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0676484U (en) * | 1993-04-07 | 1994-10-28 | 前澤化成工業株式会社 | Synthetic resin rainwater basin |
JPH0679885U (en) * | 1993-04-20 | 1994-11-08 | 前澤化成工業株式会社 | Rain water cover |
-
1994
- 1994-04-22 JP JP6107729A patent/JP2751002B2/en not_active Expired - Lifetime
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0676484U (en) * | 1993-04-07 | 1994-10-28 | 前澤化成工業株式会社 | Synthetic resin rainwater basin |
JPH0679885U (en) * | 1993-04-20 | 1994-11-08 | 前澤化成工業株式会社 | Rain water cover |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH08311983A (en) * | 1996-05-22 | 1996-11-26 | Aron Kasei Co Ltd | Yard catch basin made of synthetic resin |
JP2011202431A (en) * | 2010-03-26 | 2011-10-13 | Aron Kasei Co Ltd | Display tag of rainwater inlet bucket and rainwater inlet with the display tag |
JP2012087566A (en) * | 2010-10-21 | 2012-05-10 | Aron Kasei Co Ltd | Street inlet |
CN111841087A (en) * | 2020-07-24 | 2020-10-30 | 广州德程机电设备有限公司 | High-efficient industrial waste water treatment pond |
Also Published As
Publication number | Publication date |
---|---|
JP2751002B2 (en) | 1998-05-18 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP4130616B2 (en) | Siphon rainwater drainage system | |
JPH07292758A (en) | Synthetic resin made rainwater pit | |
JP5166851B2 (en) | Rainwater storage device, foundation joint and house with rainwater storage device | |
KR200383882Y1 (en) | A sewage tool | |
JP2759640B2 (en) | How to assemble a synthetic resin rainwater masu | |
JPH11241383A (en) | Connection collar body and drain piping device for drain piping system | |
JP2741348B2 (en) | PVC small caliber rain water | |
JP2000008475A (en) | Catch basin made of synthetic resin | |
JP4795786B2 (en) | Drainage with trap | |
JPH07268945A (en) | Trap pit having pipe joint | |
JP3988927B2 (en) | Deodorize | |
JPH083501Y2 (en) | Rainwater basin | |
JP2592833Y2 (en) | Rainwater basin device made of synthetic resin | |
JPH0750462Y2 (en) | Connection structure of rainwater infiltration basin and gutter | |
JPS6020705Y2 (en) | trap device | |
JP3271745B2 (en) | Rainwater seepage measure equipped with deodorant equipment | |
JPH0340952Y2 (en) | ||
JP2704360B2 (en) | Rainwater runoff control device for private areas | |
JPH063903Y2 (en) | Sewer system with public drop basin | |
JPH0613871Y2 (en) | Rainwater infiltration | |
JP3474245B2 (en) | Masu device for installation in residential land | |
JPH0327111Y2 (en) | ||
JP2569007Y2 (en) | Drainage basin | |
JPH11229481A (en) | 90× elbow trap basin | |
CN116815881A (en) | Double-storage bucket stinking-proof drainer flanging water tank |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20080227 Year of fee payment: 10 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090227 Year of fee payment: 11 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090227 Year of fee payment: 11 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090227 Year of fee payment: 11 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100227 Year of fee payment: 12 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100227 Year of fee payment: 12 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 13 Free format text: PAYMENT UNTIL: 20110227 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110227 Year of fee payment: 13 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120227 Year of fee payment: 14 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 14 Free format text: PAYMENT UNTIL: 20120227 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120227 Year of fee payment: 14 |
|
S531 | Written request for registration of change of domicile |
Free format text: JAPANESE INTERMEDIATE CODE: R313531 |
|
R360 | Written notification for declining of transfer of rights |
Free format text: JAPANESE INTERMEDIATE CODE: R360 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 15 Free format text: PAYMENT UNTIL: 20130227 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 15 Free format text: PAYMENT UNTIL: 20130227 |
|
R370 | Written measure of declining of transfer procedure |
Free format text: JAPANESE INTERMEDIATE CODE: R370 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130227 Year of fee payment: 15 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 16 Free format text: PAYMENT UNTIL: 20140227 |
|
S531 | Written request for registration of change of domicile |
Free format text: JAPANESE INTERMEDIATE CODE: R313531 |
|
R360 | Written notification for declining of transfer of rights |
Free format text: JAPANESE INTERMEDIATE CODE: R360 |
|
R360 | Written notification for declining of transfer of rights |
Free format text: JAPANESE INTERMEDIATE CODE: R360 |
|
R371 | Transfer withdrawn |
Free format text: JAPANESE INTERMEDIATE CODE: R371 |
|
EXPY | Cancellation because of completion of term |