JPH08311983A - Yard catch basin made of synthetic resin - Google Patents

Yard catch basin made of synthetic resin

Info

Publication number
JPH08311983A
JPH08311983A JP15164296A JP15164296A JPH08311983A JP H08311983 A JPH08311983 A JP H08311983A JP 15164296 A JP15164296 A JP 15164296A JP 15164296 A JP15164296 A JP 15164296A JP H08311983 A JPH08311983 A JP H08311983A
Authority
JP
Japan
Prior art keywords
rainwater
synthetic resin
pipe
diameter
mud
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
JP15164296A
Other languages
Japanese (ja)
Other versions
JP2759640B2 (en
Inventor
Hiroshi Hino
博 日野
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.)
Aron Kasei Co Ltd
Original Assignee
Aron Kasei 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 Aron Kasei Co Ltd filed Critical Aron Kasei Co Ltd
Priority to JP8151642A priority Critical patent/JP2759640B2/en
Publication of JPH08311983A publication Critical patent/JPH08311983A/en
Application granted granted Critical
Publication of JP2759640B2 publication Critical patent/JP2759640B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE: To prevent the production cost from increasing even if the connection structure of rainwater pipes is diversified in a yard catch basin. CONSTITUTION: In a synthetic resin yard catch basin, the basin body 1 is constituted separately from a sludge pit 10 with the bottom. A downward connecting cylinder 6 having a diameter as large as possible is formed as a unit in the basin body 1 and the sludge pit 10 is detachably connected to the cylinder 6. Since the basin body 1 is made as variable parts for various kinds of rainwater pipe connection structure and the gravel basin 10 is used in common, the production cost can be economized.

Description

【発明の詳細な説明】Detailed Description of the Invention

【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。
[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 prevents sediment from flowing into the downstream sewer pipe. I have to.

【0003】したがって、雨水ますは、汚水ますに比
べ、そのインバ−トに代る泥だめ部を付加した構造にな
っている。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。
Therefore, rainwater masu has a structure in which a mud trap is added in place of the sewage masu in comparison with sewage masu. 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.

【0004】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 trouts are made of concrete, the appearance of synthetic resin rainwater trouts has been demanded because of their low cost, compactness, and connectivity with PVC rainwater pipes. . Therefore, for example, part of a bucket-shaped polypropylene rainwater basin with an inlet for an inspection tube and a spout for outflow / inflow rainwater pipes has been implemented, and a proposal was made to improve this polypropylene rainwater basin. Has also been done.

【0005】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。
[0005] 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 which is composed of a bottomed mud sump part with a truncated cone shape and has an outflow / entrance bored in this mud sump part and rainwater pipes are inserted into and connected to these entrances / exits. .

【0006】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。
[0006] However, in the proposed rainwater basin made of vinyl chloride, although it is possible to adjust the position of the buried depth of the shallow type or the deep type by cutting the inspection tube, it is possible to adjust the depth of the mud reservoir. 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.

【0007】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。
[0007] Of course, in the case of a polypropylene rainwater gauze bucket having the above-mentioned inlet for the inspection tube and the outlet for the outflow / inflow rainwater pipe, if the depth of the mud reservoir is changed, There was a problem that it had to be replaced.

【0008】殊に、塩ビ製小口径汚水ますが、現在、そ
の汚水管を接続する構造に関し多種多様の製品化をなさ
れているのと同様、雨水ますを多種多様の製品化を行え
ば、汚水ますの泥だめ部も同様に変更させることとな
り、泥だめ部は深浅2種でありながら、その変更に生産
費をかけ過ぎる、という問題があった。
[0008] In particular, small-diameter sewage masu made of vinyl chloride is currently being produced in a wide variety of structures regarding the structure for connecting the sewage pipes. In the same way, the mud dam section will also be changed, and although there are two types of mud dam sections, there was a problem that the production cost would be too high for the change.

【0009】[0009]

【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
を接続する点検筒用接続部を、横向きに、雨水管を接続
する複数の雨水管用接続部をそれぞれ設けた合成樹脂製
小口径雨水ます本体の下向きに、該雨水ます本体内で開
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する
ことにより、該有底泥だめ部を共通として、該有底泥だ
め部に、各種の雨水管用接続部を設けた雨水ます本体を
使用可能と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 these problems, and the gist of the present invention is to connect an inspection tube, which is upward and has a lid and which can be cut off, to an inspection tube. Connection part for sideways, and a plurality of rainwater pipe connections for connecting rainwater pipes, each with a synthetic resin small-diameter rainwater basin downward, the rainwater maser connecting pipe of the largest possible diameter opened in the body By integrally molding, and a bucket-shaped bottomed mud reservoir is detachably connected to the connection cylinder so that the bottomed mud reservoir is common and various rainwater pipes are provided in the bottomed mud reservoir. It is a rainwater truss made of synthetic resin characterized by making it possible to use the rainwater trout main body provided with a connection portion.

【0010】[0010]

【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.

【0011】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 PVC 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.

【0012】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.

【0013】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
様化による品揃いができ、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 receptacles 3 and 4 can be diversified to make a product lineup, and if the standard-type mud reservoir 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.

【0014】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。
This masu body 1 has a downward facing 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.

【0015】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.

【0016】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。
The connecting cylinder 6 is provided with a bucket-shaped bottomed mud reservoir 10 which is detachable in 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.

【0017】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。
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.

【0018】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 ").

【0019】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 basin, the socket length L (for example, 30 mm in case of a nominal diameter of 100 mmφ) is J while maintaining the adhesive strength in order to prevent 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).

【0020】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 pipe axis. Plumbing becomes easy.

【0021】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, when the receiving port S is used 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.

【0022】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 the 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 the 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.

【0023】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, the synthetic resin rainwater troughs, a rainwater pipe (may be a perforated permeation pipe) 15 is attached to 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.

【0024】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. FIG.
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.

【0025】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 form a receiving mouth, and the earth / sand trapping 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).

【0026】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.

【0027】[0027]

【発明の効果】本発明によれば、 雨水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若干種の有底
泥だめ部を接続できるので、共通の泥だめ部として、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。
According to the present invention, a downward connection pipe is integrally formed on the rainwater trough body by integral molding, and a certain kind of bottomed mud reservoir having different mud depth is connected to the connection pipe. Therefore, it is possible to provide rainwater masu that is inexpensive and suitable for the construction site as a common mud trap.

【0028】すなわち、各種の雨水管用接続部をもつ雨
水ます本体に、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各
種の雨水ますを提供でき、したがって、雨水管の接続構
造が多様化しても、安価な雨水ますとすることができ
る。
That is, since the downward connection pipe is integrally formed and extended in the rainwater masu body having various rainwater pipe connections, and the standard mud sump is connected to this connection cylinder, the common mud sump is used. However, it is possible to provide various types of rainwater basins according to the piping condition of the rainwater pipes, and therefore, even if the connection structure of the rainwater pipes is diversified, it is possible to provide an inexpensive rainwater basin.

【0029】汚水ますに比べ雨水ますは泥だめ部を付
加し、その生産費に負担が生じるが、泥だめ部を共通化
したので、その負担を低減できる。
Although a rainwater masquerade adds a mud reservoir to the production cost as compared with a sewage masque, the production cost is burdened, but the burden can be reduced because the mud basin is shared.

【0030】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。
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.

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

【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.

【符号の説明】[Explanation of symbols]

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)

【特許請求の範囲】[Claims] 【請求項1】 上向きに、有蓋で且つ切管可能の点検筒
を接続する点検筒用接続部を、横向きに、雨水管を接続
する複数の雨水管用接続部をそれぞれ設けた合成樹脂製
小口径雨水ます本体の下向きに、該雨水ます本体内で開
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する
ことにより、該有底泥だめ部を共通として、該有底泥だ
め部に、各種の雨水管用接続部を設けた雨水ます本体を
使用可能としたことを特徴とする合成樹脂製雨水ます。
1. A small-diameter synthetic resin rainwater provided with an inspection tube connecting portion for connecting an inspection tube that has a lid and can be cut to a pipe upward, and a plurality of rainwater pipe connecting portions for connecting a rainwater tube upward, respectively. By extending the connection cylinder of the largest possible diameter, which is opened in the rainwater masu body, toward the bottom of the main body by integral molding, and connecting the bucket-shaped bottomed mud reservoir to the connection cylinder in a removable manner. , The synthetic resin rainwater is characterized in that it is possible to use a main body of the rainwater muffler in which the various types of rainwater pipe connections are provided in the bottomed mud reservoir in common.
JP8151642A 1996-05-22 1996-05-22 How to assemble a synthetic resin rainwater masu Expired - Lifetime JP2759640B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8151642A JP2759640B2 (en) 1996-05-22 1996-05-22 How to assemble a synthetic resin rainwater masu

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8151642A JP2759640B2 (en) 1996-05-22 1996-05-22 How to assemble a synthetic resin rainwater masu

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP6107729A Division JP2751002B2 (en) 1994-04-22 1994-04-22 Synthetic rainwater trough

Publications (2)

Publication Number Publication Date
JPH08311983A true JPH08311983A (en) 1996-11-26
JP2759640B2 JP2759640B2 (en) 1998-05-28

Family

ID=15523027

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8151642A Expired - Lifetime JP2759640B2 (en) 1996-05-22 1996-05-22 How to assemble a synthetic resin rainwater masu

Country Status (1)

Country Link
JP (1) JP2759640B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008266916A (en) * 2007-04-17 2008-11-06 Inax Corp Drain pipe connecting member
JP2012167597A (en) * 2011-02-14 2012-09-06 Toyota Motor Corp Suction duct connecting structure and air cleaner device
JP2020002530A (en) * 2018-06-25 2020-01-09 アロン化成株式会社 Street inlet

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07292758A (en) * 1994-04-22 1995-11-07 Aron Kasei Co Ltd Synthetic resin made rainwater pit

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07292758A (en) * 1994-04-22 1995-11-07 Aron Kasei Co Ltd Synthetic resin made rainwater pit

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008266916A (en) * 2007-04-17 2008-11-06 Inax Corp Drain pipe connecting member
JP2012167597A (en) * 2011-02-14 2012-09-06 Toyota Motor Corp Suction duct connecting structure and air cleaner device
JP2020002530A (en) * 2018-06-25 2020-01-09 アロン化成株式会社 Street inlet

Also Published As

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JP2759640B2 (en) 1998-05-28

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