JP2652329B2 - A small-sized PVC-made caliber that can be installed in extremely narrow ground - Google Patents

A small-sized PVC-made caliber that can be installed in extremely narrow ground

Info

Publication number
JP2652329B2
JP2652329B2 JP5184347A JP18434793A JP2652329B2 JP 2652329 B2 JP2652329 B2 JP 2652329B2 JP 5184347 A JP5184347 A JP 5184347A JP 18434793 A JP18434793 A JP 18434793A JP 2652329 B2 JP2652329 B2 JP 2652329B2
Authority
JP
Japan
Prior art keywords
elbow
small
port
pipe
main
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 - Lifetime
Application number
JP5184347A
Other languages
Japanese (ja)
Other versions
JPH0783377A (en
Inventor
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=16151683&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=JP2652329(B2) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Aron Kasei Co Ltd filed Critical Aron Kasei Co Ltd
Priority to JP5184347A priority Critical patent/JP2652329B2/en
Publication of JPH0783377A publication Critical patent/JPH0783377A/en
Application granted granted Critical
Publication of JP2652329B2 publication Critical patent/JP2652329B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Sewage (AREA)
  • Branch Pipes, Bends, And The Like (AREA)

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、極狭小地に設置可能の
塩ビ製小口径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 small-diameter PVC muffler which can be installed in a very small area.

【0002】[0002]

【従来の技術とその課題】周知のごとく、会所ます(イ
ンバ−トます)は、排水管の合流点等に設置され、排水
管の点検・掃除を行うようにしている。
2. Description of the Related Art As is well known, an inversion bureau is installed at a junction of drain pipes to check and clean the drain pipes.

【0003】ところで、宅地の狭小化および排水管の塩
ビ管化に伴い、小口径の点検筒を立設した塩ビ製小口径
ますが普及されている(例えば、実公平2−45350
号公報、実公平3−29672号公報等参照)。
[0003] By the way, with the narrowing of residential land and the use of PVC pipes for drainage pipes, PVC small-diameter trusses having a small-diameter check tube are widely used (for example, Japanese Utility Model No. 2-45350).
And Japanese Utility Model Publication No. 3-29672).

【0004】かかる塩ビ製小口径ますは、1)宅地スペ
−スをとらず、美観を損なわない、2)コストを下げ
る、3)工事が早い等の特徴がある他、管路と同じ掘削
幅で施工できる、という特徴をもっている。
[0004] Such a small-diameter PVC sculpture is characterized by the following features: 1) it does not take up a lot of residential land space, does not impair the aesthetic appearance, 2) reduces the cost, 3) is fast in construction, and has the same excavation width as the pipeline. It has the feature that it can be constructed with.

【0005】かかる塩ビ製小口径ますは、塩ビ製のY継
手、DT継手、LT継手等を利用して小口径ますを形成
しているが、このうち、階上の洗面所やトイレ等の排水
を宅地内に埋設された排水管に合流させるY継手型小口
径ますについて述べる。
[0005] Such a small-diameter PVC sculpture is formed using a PVC Y-joint, DT joint, LT joint, or the like. A Y-joint type small diameter squeeze that joins a drain pipe buried in residential land will be described.

【0006】図6において、ます本体1の主軸a上に
は、上、下流用受口3,3が設けられており、これらの
受口3に宅地埋設される主流管2がTS接合(Taper Si
ge接合)されており、この主軸aに対し上流側に45°
傾斜した副軸bに分流管用受口4が設けられている。こ
の分流管用受口4には、インクリ−ザ(不図示)を介し
て、水平状に配置した分流管5が接続されている。ま
た、このます本体1には、主軸aに直交して地表側に小
口径の点検筒用受口6が設けられ、これに点検筒7がT
S接合されて立設している。
In FIG. 6, upper and downstream ports 3, 3 are provided on a main shaft a of the main body 1, and the main flow pipe 2 buried in the residential land is connected to these ports 3 by TS joining (Taper). Si
ge joint), and 45 ° upstream with respect to the main shaft a.
A branch pipe receiving port 4 is provided on the inclined sub shaft b. A horizontally arranged distribution pipe 5 is connected to the distribution pipe receiving port 4 via an increaser (not shown). In addition, the main body 1 is provided with a small-diameter inspection tube receptacle 6 on the ground surface side orthogonal to the main shaft a.
It is S-joined and stands upright.

【0007】そして、分流管5には、第1エルボ(また
はベンド)8、垂直管9および第2エルボ(またはベン
ド)10が接続されて、階上の洗面所等の排水を流すよ
うにしている。
[0007] A first elbow (or bend) 8, a vertical pipe 9 and a second elbow (or bend) 10 are connected to the diversion pipe 5 so that drainage from a washroom on the floor or the like flows. I have.

【0008】ところで、かかるY継手型小口径ますで
は、主流管2と垂直管9とは、分流管5を最小に縮めて
分流管用受口4と第1エルボ8の受口とを直接接合する
ようにしても、Y型であるため間隔dが残存し、そのた
め、小口径ますの特徴の一つである管路と同じ掘削幅で
施工ができる、という長所を充分発揮できないし、図6
に示すように建屋11が近接した極狭小地でのTS接合
(受口および差口をウエス等で充分に拭った後、接着剤
を塗布して直ちに挿入接合し、10〜30秒間静置する
作業)する工事は難航する、という苦情があった。
In the Y-joint type small-diameter masque, the main flow pipe 2 and the vertical pipe 9 reduce the size of the branch pipe 5 to a minimum, and directly join the branch pipe receiving port 4 and the first elbow 8 to the receiving port. Even if it does so, since it is a Y type, the distance d remains, and therefore, the advantage that it can be constructed with the same excavation width as the pipeline, which is one of the features of the small-diameter masquerade, cannot be sufficiently exhibited.
As shown in (1), TS bonding in a very small land where the building 11 is close (after thoroughly wiping the receiving port and the spigot with a rag or the like, applying an adhesive, immediately inserting and bonding, and allowing to stand for 10 to 30 seconds There was a complaint that the work to be carried out was difficult.

【0009】そこで、かかる苦情を解消するため、ます
本体の主軸上両端に、主流管に接続する上、下流用受口
をそれぞれ設け、ます本体の側部に分流管用受口を設け
た小口径ますにおいて、この分流管用受口を上流側の主
流管用受口と同一方向に向けて主軸と平行に形成し、代
表的な実施例として、この平行状分流管用受口に、90
°エルボを介して、垂直管を接続した、いわゆる落差用
平行ますについての提案がなされている(特開平4−2
09221号公報参照)。
Therefore, in order to eliminate such a complaint, a small-diameter pipe is provided at both ends on the main shaft of the main body, which is connected to the main flow pipe, and a downstream port is provided at each end of the main body. In the meantime, the branch pipe receiving port is formed in the same direction as the main stream pipe receiving port on the upstream side so as to be parallel to the main axis.
A proposal has been made for a so-called parallel spar for a drop, in which a vertical tube is connected via an elbow (Japanese Patent Laid-Open No. 4-2).
09221).

【0010】そして、かかる提案の落差用平行ますで
は、ます本体と垂直管との間隙を極小化して狭小地での
施工が容易となる、とされている。しかしながら、かか
る提案の落差用平行ますは、極狭小地における分流管を
立設する施工では前記のような効果が期待できるもの
の、本来、下水道布設工事は、落差のない分流管、すな
わち、分流管を立設しない施工や、それ程狭小地でない
場所での施工が圧倒的に多いことから、かかる圧倒的に
多い工事には、この落差用平行ますはそのまま使用でき
ず、新たに90°エルボを付加するか(この場合、90
°エルボを付加する余地のある場合に限られる)、この
落差用平行ますの使用を止め、従来と同様、LT継手型
ますやY継手型ます等を使用せざるを得ない。したがっ
て、この落差用平行ますは、きわめて限られた施工にし
か使用できないことから量産メリットを損なう、という
問題があった。
[0010] The proposed parallel head for dropping head is said to further minimize the gap between the main body and the vertical pipe, thereby facilitating construction on narrow land. However, although the proposed parallelism for heads can be expected to achieve the above-mentioned effects in the construction of shunting pipes in extremely narrow grounds, the sewerage laying work is essentially a shunting pipe without a head, that is, a shunting pipe. Because the construction that does not stand up and the construction in a place that is not so narrow are overwhelmingly large, this oversized parallel can not be used as it is for such overwhelming construction, and a new 90 ° elbow is added (In this case, 90
(Only when there is room to add an elbow)), the use of the parallel head for this head must be stopped, and the LT joint type masque or Y joint type masque must be used as in the past. Therefore, there is a problem that the advantage of mass production is impaired because the parallel head for drop can be used only for extremely limited construction.

【0011】[0011]

【課題を解決するための手段】そこで本発明は、かかる
問題を解消するためになされたもので、その要旨とする
ところは、1)ます本体の主軸上に、上、下流用受口を
設け、該主軸に直交して地表側に点検筒用受口を設け、
ます本体の片側に分流管用受口を設けた極狭小地に設置
可能の塩ビ製小口径ますにおいて、前記主軸に対し上流
側に45°傾斜した副軸上に、その切口が主軸に対し4
5°傾斜した分流管用接続口を設け、該分流管用接続口
に、180°の範囲で正逆転可能で、かつ、エルボ受口
を前記分流管用受口とする45°エルボを接続し、該エ
ルボ受口の向きを、主軸に対し平行または直交に構成し
て2通りの小口径ますに構成するようにしたことを特徴
とする極狭小地に設置可能の塩ビ製小口径ますにあり、
また、2)エルボ受口の向きを、平行にして階上の排水
を流す落差用とし、直交にして階下の排水を流す非落差
用とした請求項1に記載の極狭小地に設置可能の塩ビ製
小口径ますにある。
SUMMARY OF THE INVENTION Accordingly, the present invention has been made in order to solve such a problem, and the gist of the invention is as follows: 1) An upper and a lower port are provided on a main shaft of a main body. , An inspection tube receptacle is provided on the ground surface orthogonal to the main shaft,
In the case of a small-diameter PVC made of a small-diameter PVC that can be installed on an extremely narrow ground with a branch pipe receiving port on one side of the main body, the cut-off point on the sub-shaft inclined 45 ° to the upstream side with respect to the main shaft is 4
A connecting port for a diversion pipe inclined at 5 ° is provided, and a 45 ° elbow that can be rotated forward and reverse within a range of 180 ° and has an elbow receiving port as the receiving port for the diversion pipe is connected to the connecting port for the diversion pipe. The direction of the receiving port is parallel or perpendicular to the main axis, and it is configured to have two types of small diameter squares.
2) The direction of the elbow receptacle is parallel, and the direction of the elbow is used for the head for drainage on the floor, and the direction of the elbow is orthogonal to the non-head for the drainage of the floor. Available in PVC small caliber masu.

【0012】[0012]

【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は本発明の実施例の全体概略平面図、図2
は図1のA〜矢視断面図、図3は図1の要部詳細分解
図、図4は図1の要部詳細図、図5は本実施例の使用例
説明図で、従来例を示す図6の同一部分または均等部分
には同一符号を付し、また、省略している。
BRIEF DESCRIPTION OF THE DRAWINGS The invention will be described in more detail with reference to an embodiment shown in the accompanying drawings. FIG. 1 is an overall schematic plan view of an embodiment of the present invention, and FIG.
FIG. 3 is a detailed exploded view of a main part of FIG. 1, FIG. 4 is a detailed view of a main part of FIG. 1, and FIG. The same or equivalent parts in FIG. 6 are denoted by the same reference numerals and are omitted.

【0013】本実施例の塩ビ製小口径ますは、宅地内に
埋設される主流管2は75mmφ〜150mmφ、点検筒7
は100mmφ〜200mmφの大きさのものに適用され、
また、この小口径ますは、階上に設置された洗面所、洗
濯機および水洗トイレ等からの排水が主流管2に合流す
る所、または、階下の排水が主流管2に合流する所に設
置できるものである。
The small-diameter PVC sculpture of this embodiment has a mainstream pipe 2 buried in a residential area having a diameter of 75 mm to 150 mm ,
Is applied to the size of 100 mm φ ~ 200 mm φ,
In addition, this small-diameter masu is installed in a place where drainage from a washroom, a washing machine, a flush toilet, etc. installed on the floor joins the mainstream pipe 2 or a place where drainage downstairs joins the mainstream pipe 2. You can do it.

【0014】先ず、本実施例の小口径ますの全体の概略
を述べる。ます本体1の主軸a上には、上、下流用受口
3,3aが設けられ、これらの受口3,3aには宅地内
に埋設される主流管2がTS接合される。また、このま
す本体1には主軸aに直交して地表側に点検筒用受口6
が設けられ、これに点検筒(図6参照)がTS接合され
る。ここで、上、下流用受口3,3aの各管底では、図
2に示すように段差cが形成されており、後述の分流管
5の管底はこの上流用受口3の管底に一致させている。
したがって、本実施例の小口径ますは、管底差付のます
と呼ぶことができる。
First, the overall outline of the small-diameter flask of this embodiment will be described. First, upper and downstream ports 3, 3a are provided on the main shaft a of the main body 1, and the main flow pipe 2 buried in the residential land is TS-joined to these ports 3, 3a. In addition, the main body 1 is provided with an inspection tube port 6 at right angles to the main shaft a on the ground surface side.
Is provided, and an inspection tube (see FIG. 6) is TS-bonded to the inspection tube. Here, a step c is formed at the bottom of each of the upper and downstream receiving ports 3 and 3a as shown in FIG. To match.
Therefore, the small caliber of this embodiment can be referred to as a mason with a tube bottom.

【0015】このます本体1には、その主軸aに対し上
流側に45°傾斜した副軸bが設けられ、この副軸b上
に分流管用接続口12が設けられている。この分流管用
接続口12の切口eは、主軸aに対し45°傾斜してい
る。そして、この分流管用接続口12には、図1および
図3に示すように45°エルボ(45°の曲がりを形成
するエルボをいう)13を回転可能に接続している。こ
の45°エルボ13を副軸bを中心に図1の矢印f方向
に地上側空間を円錐状に回転して、そのエルボ受口14
の向きを、図1の2点鎖線のように主軸aに平行にした
り、実線のように直交させたりする。
The main body 1 is provided with a sub-shaft b inclined at an angle of 45 ° to the upstream side with respect to the main shaft a, and a connection port 12 for a branch pipe is provided on the sub-shaft b. The cutout e of the branch pipe connection port 12 is inclined by 45 ° with respect to the main axis a. As shown in FIGS. 1 and 3, a 45 ° elbow (referred to as an elbow forming a 45 ° bend) 13 is rotatably connected to the branch pipe connection port 12. The 45 ° elbow 13 is rotated conically around the sub-axis b in the direction of arrow f in FIG.
Is made parallel to the main axis a as shown by a two-dot chain line in FIG. 1 or orthogonal as shown by a solid line.

【0016】したがって、本実施例の小口径ますによれ
ば、分流管5を主流管2に平行に接続したり、直交して
接続するので、この分流管5を立設して階上の排水を合
流させる小口径ますと、分流管5を水平にして階下の排
水を合流させる小口径ますの2通りに使用することがで
き、ひいては両小口径ますを同時に使用することが圧倒
的に多い一般の施工現場では、持込む資材の種類を節減
することができる。
Therefore, according to the small-diameter squeeze of this embodiment, the branch pipe 5 is connected to the main stream pipe 2 in parallel or orthogonally. Can be used in two ways, a small diameter masque that merges drainage downstairs by making the diversion pipe 5 horizontal, and it is overwhelmingly common to use both small diameter masquerades at the same time In the construction site, the types of materials to be brought in can be reduced.

【0017】次に、本実施例の小口径ますを、既設の階
下の排水用分流管15がその管軸方向に移動する余裕の
ない場合の使用例について述べる。図5(A)は平面
図、(B)は側面図であるが、この使用例は、(A)の
ように、ます本体1、45°エルボ13、第1の排水用
分流管15aおよび第2の排水用分流管15bを接続し
て布設する場合であって、第2の排水用分流管15bが
管軸方向に移動させる余裕のない場合には、次のような
方法で接続する。すなわち、予め、エルボ受口14に第
1の排水用分流管15aをTS接合し、また、第2の排
水用分流管15bにソケット16をTS接合する。次い
で、第2の排水用分流管15bを、図5(B)のように
若干、撓ませると共に、第1の排水用分流管15aを4
5°エルボ13の所で回転させて、互に離反・近接させ
て、いわゆる拝み合わせにより、TS接合して両軸線一
致させると、都合よく接続できる。
Next, a description will be given of an example of use of the small-diameter truss of the present embodiment in the case where the existing drainage diversion pipe 15 below the floor cannot be moved in the pipe axis direction. 5A is a plan view, and FIG. 5B is a side view. In this use example, as shown in FIG. 5A, the main body 1, the 45 ° elbow 13, the first drainage pipe 15a and the If the second drainage pipe 15b is connected and laid and there is no room for the second drainage pipe 15b to move in the pipe axis direction, the connection is made in the following manner. That is, the first drainage diversion pipe 15a is TS-joined to the elbow receiving port 14 in advance, and the socket 16 is TS-joined to the second drainage diversion pipe 15b. Next, the second drainage pipe 15b is slightly bent as shown in FIG. 5B, and the first drainage pipe 15a is
By rotating at 5 ° elbow 13 so as to be separated from / adjacent to each other, and by TS joining and so that both axes are aligned by so-called engagement, connection can be made conveniently.

【0018】次に、本実施例の要部詳細について述べ
る。前記分流管用接続口12と45°エルボ13とは、
Oリング17を介して、樹脂変形を利用した圧力ばめに
より接続する。すなわち、45°エルボ13の反エルボ
受口側には4つ樹脂変形可能のエルボ側舌片18を設
け、分流管用接続口12には全外周に亘り係止フランジ
19を設け、エルボ側舌片18を変形させながら係止フ
ランジ19を乗り越えて、当接部21迄押込み嵌合す
る。
Next, the main part of the embodiment will be described in detail. The branch port connection port 12 and the 45 ° elbow 13 are
The connection is established via an O-ring 17 by pressure fitting utilizing resin deformation. In other words, four resin-deformable elbow-side tongues 18 are provided on the anti-elbow receiving side of the 45 ° elbow 13, and a locking flange 19 is provided over the entire outer circumference of the branch pipe connection port 12. The member 18 is pushed over the locking flange 19 and deformed until the contact portion 21 is fitted.

【0019】そして、45°エルボ13のエルボ側舌片
18のある開口端縁には、180°に亘り切欠22を設
け、その段部が、分流管用接続口12の外周に設けた、
視認可能のストッパ−用突起20に当接するようにして
いる。したがって、45°エルボ13は分流管用接続口
12を180°の範囲で、地上側空間で円錐状に正逆転
することができ、前記のように主軸aに対し、エルボ受
口14は平行と直交とにセットできる。なお、このスト
ッパ−用突起20は、副軸b上で、若干ずらして位置さ
せ(内径107mmφの分流管用接続口12の場合、1〜
mmずらす)、主軸aに対しエルボ受口14を直角に向
けたとき、その受口が若干上向きになって、45°エル
ボ13の管底に所定の勾配を形成するようにしている。
なお、図1中の23はツマミ片を示す。また、本実施例
の分流管用接続口12には、主流管口と同径の分流管を
接続する場合で説明したが、本発明はこれに限らず、主
流管より小径の分流管や2つの分流管を一体的に並設し
た分流管を接続する場合でもよく、また、45°エルボ
を図示と反対側に設ける場合でもよい。
At the opening edge of the 45 ° elbow 13 where the tongue piece 18 on the elbow side is located, a notch 22 is provided over 180 °, and the step is provided on the outer periphery of the connection port 12 for the branch pipe.
The stopper projection 20 is made to be visible. Therefore, the 45 ° elbow 13 can rotate the branch pipe connection port 12 forward and reverse in a conical shape in the ground space within a range of 180 °, and the elbow socket 14 is parallel and orthogonal to the main shaft a as described above. Can be set with The stopper projections 20 are slightly shifted on the sub shaft b (in the case of the branch pipe connection port 12 having an inner diameter of 107 mm φ, 1 to
Shifting 2 mm), when directing the elbow socket 14 at right angles to the major axis a, the receptacle is slightly turned upward, so that to form a predetermined gradient in the tube bottom of the 45 ° elbow 13.
In addition, 23 in FIG. 1 shows a knob piece. Further, the case where a branch pipe having the same diameter as that of the main flow pipe port is connected to the branch pipe connection port 12 of the present embodiment has been described. However, the present invention is not limited to this. It is also possible to connect a flow dividing pipe in which the flow dividing pipes are integrally juxtaposed, or to provide a 45 ° elbow on the side opposite to the illustration.

【0020】[0020]

【発明の効果】本発明によれば、 1つの小口径ますでありながら、その分流管用受口を
主軸に対し平行と直交した向きに形成できるので、階上
用小口径ますと階下用小口径ますの2通りに兼用でき、
工事現場へ持込む資材の種類を節減できるばかりでな
く、量産化して安価に生産できる。 45°エルボが180°の範囲で円錐状に回転できる
ので、いわゆる拝み合わせ接続に寄与することができ
る。 45°エルボのエルボ受口を主軸に対し直交した状態
で使用する場合、副軸が45°の方向にあるので、従来
の主軸に対して直交した受口のあるLT継手型小口径ま
すに比べ、分流管を流れる排水と主流管を流れる排水が
互に逆流しない。 主軸に直交する非落差用分流管を極狭小地で布設する
には、前掲の特開平4−209221号公報の落差用平
行ますはそのまま使用できず、90°エルボを新たに付
加するか、別個のタイプのLT継手型ます等を使用せざ
るを得ない。ところが、落差用平行ますとLT継手型ま
すとは、その管底等全体形状に相違があって、これらを
連設して画一的に使用すると掘削深さ等施工精度にくる
いが生じる。しかしながら、本発明の小口径ますでは、
落差用も非落差用も同一のます本体を用いるので、施工
精度は向上し、ひいては施工が容易にできる。
According to the present invention, a single-diameter shunt can be formed in a direction perpendicular to and parallel to the main axis of a single-diameter shunt. Can be used in two ways.
Not only can the type of material brought to the construction site be reduced, but it can also be mass-produced and produced inexpensively. Since the 45 ° elbow can be conically rotated within the range of 180 °, it can contribute to what is called a mating connection. When using a 45 ° elbow with the elbow socket orthogonal to the main axis, the countershaft is at 45 °, so compared to the conventional LT joint type small diameter square with a socket orthogonal to the main axis. However, the drainage flowing through the branch pipe and the drainage flowing through the main pipe do not flow back to each other. In order to lay a non-head diversion pipe perpendicular to the main shaft on a very narrow ground, the parallel head for head described in JP-A-4-209221 cannot be used as it is, and a 90 ° elbow is newly added or separately. Type LT joint type masu etc. must be used. However, the parallel joint for the head differs from the LT joint type square in the overall shape of the pipe bottom and the like, and if these are connected and used uniformly, the excavation depth and other construction accuracy will vary. However, with the small caliber masque of the present invention,
Since the same main body is used for heads and non-heads, construction accuracy is improved and construction is easy.

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

【図1】本発明の実施例の全体概略平面図である。FIG. 1 is an overall schematic plan view of an embodiment of the present invention.

【図2】図1のA〜矢視断面図である。FIG. 2 is a cross-sectional view of FIG.

【図3】図1の要部詳細分解図である。FIG. 3 is a detailed exploded view of a main part of FIG. 1;

【図4】図1の要部詳細図である。FIG. 4 is a detailed view of a main part of FIG. 1;

【図5】本実施例の使用例説明図である。FIG. 5 is a diagram illustrating an example of use of the present embodiment.

【図6】従来例の斜視図である。FIG. 6 is a perspective view of a conventional example.

【符号の説明】[Explanation of symbols]

1…ます本体、2…主流管、3,3a…主流管用受口、
4,…分流管用受口、6…点検筒用受口、9…垂直管、
12…分流管用接続口、13…45°エルボ、14…エ
ルボ受口、a…主軸、b…副軸、e…切口
1 ... mass body, 2 ... main flow pipe, 3,3a ... main flow pipe receptacle,
4, ... diversion pipe receptacle, 6 ... check pipe receptacle, 9 ... vertical pipe,
12: connection port for branch pipe, 13: 45 ° elbow, 14: elbow socket, a: main shaft, b: sub shaft, e: cut end

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 ます本体の主軸上に、上、下流用受口を
設け、該主軸に直交して地表側に点検筒用受口を設け、
ます本体の片側に分流管用受口を設けた極狭小地に設置
可能の塩ビ製小口径ますにおいて、 前記主軸に対し上流側に45°傾斜した副軸上に、その
切口が主軸に対し45°傾斜した分流管用接続口を設
け、該分流管用接続口に、180°の範囲で正逆転可能
で、かつ、エルボ受口を前記分流管用受口とする45°
エルボを接続し、該エルボ受口の向きを、主軸に対し平
行または直交に構成して2通りの小口径ますに構成する
ようにしたことを特徴とする極狭小地に設置可能の塩ビ
製小口径ます。
Claims: 1. An upper and a downstream receiving port are provided on a main shaft of a main body, and a check tube receiving port is provided on a surface side of the main body orthogonal to the main shaft,
In a small-diameter PVC made of a small-diameter PVC that can be installed on a very narrow ground with a branch pipe receiving port on one side of the main body, the cut end is 45 ° on the sub-axis that is inclined 45 ° to the upstream side with respect to the main axis. An inclined diversion pipe connection port is provided, and the diversion pipe connection port can be rotated forward and reverse within a range of 180 °, and an elbow port is used as the diversion pipe port as a 45 ° port.
An elbow is connected, and the direction of the elbow receiving port is configured to be parallel or orthogonal to the main axis so as to be configured in two types of small caliber trusses. Caliber.
【請求項2】 エルボ受口の向きを、平行にして階上の
排水を流す落差用とし、直交にして階下の排水を流す非
落差用とした請求項1に記載の極狭小地に設置可能の塩
ビ製小口径ます。
2. The elbow receptacle can be installed in a very narrow space as described in claim 1, wherein the direction of the elbow receiving port is parallel to the head for drainage flowing downstairs, and orthogonal to the non-headfall for draining drainage downstairs. PVC small caliber.
JP5184347A 1993-06-28 1993-06-28 A small-sized PVC-made caliber that can be installed in extremely narrow ground Expired - Lifetime JP2652329B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5184347A JP2652329B2 (en) 1993-06-28 1993-06-28 A small-sized PVC-made caliber that can be installed in extremely narrow ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5184347A JP2652329B2 (en) 1993-06-28 1993-06-28 A small-sized PVC-made caliber that can be installed in extremely narrow ground

Publications (2)

Publication Number Publication Date
JPH0783377A JPH0783377A (en) 1995-03-28
JP2652329B2 true JP2652329B2 (en) 1997-09-10

Family

ID=16151683

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5184347A Expired - Lifetime JP2652329B2 (en) 1993-06-28 1993-06-28 A small-sized PVC-made caliber that can be installed in extremely narrow ground

Country Status (1)

Country Link
JP (1) JP2652329B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4498640B2 (en) * 2001-03-15 2010-07-07 積水化学工業株式会社 Drainage
JP2005216702A (en) * 2004-01-30 2005-08-11 Uro Electronics Co Ltd Coaxial cable connecting tool
JP4537965B2 (en) * 2006-02-08 2010-09-08 アロン化成株式会社 Multiple inflow drainage
JP5780799B2 (en) * 2011-03-28 2015-09-16 アロン化成株式会社 Drain

Also Published As

Publication number Publication date
JPH0783377A (en) 1995-03-28

Similar Documents

Publication Publication Date Title
JP2652329B2 (en) A small-sized PVC-made caliber that can be installed in extremely narrow ground
JP2565335Y2 (en) A small-sized PVC-made caliber that can be installed in extremely narrow ground
JP2010133080A (en) Method for constructing drainage system, the drainage system, and combined joint thereof
JP2002167824A (en) Sleeve structure for drainage piping device for house
JP4055898B2 (en) Drainage header
JP4373268B2 (en) Fireproof double-layer pipe joint for drainage vertical pipe
JP2554325Y2 (en) Small aperture available for use in extremely small areas
JPH0426549Y2 (en)
JPH11193560A (en) Drain pipe joint
JPH11193569A (en) Drainage basin
JPH0510070Y2 (en)
JP3447775B2 (en) Sewage basin
JPH0412143Y2 (en)
JP5266027B2 (en) Drainage system construction method, installation structure, and junction
JPH0518556Y2 (en)
JP2593179Y2 (en) Drainage basin
JPH11324094A (en) Vinyl chloride-made small bore diameter pit easy to be laid on very narrow area
TWM608682U (en) Pump that is easy to install
JPH0738444Y2 (en) Drainage basin
JPS644947Y2 (en)
JP2004211319A (en) Drainage header
JP3661006B2 (en) Left / Right Curved Curve
JPH02150593A (en) Collecting drain joint
JPH0744349U (en) Small diameter pipe fittings
JP2622903B2 (en) Piping method using Y joint

Legal Events

Date Code Title Description
FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080523

Year of fee payment: 11

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090523

Year of fee payment: 12

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090523

Year of fee payment: 12

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090523

Year of fee payment: 12

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100523

Year of fee payment: 13

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100523

Year of fee payment: 13

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110523

Year of fee payment: 14

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110523

Year of fee payment: 14

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120523

Year of fee payment: 15

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120523

Year of fee payment: 15

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120523

Year of fee payment: 15

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)

Free format text: PAYMENT UNTIL: 20120523

Year of fee payment: 15

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: 20120523

Year of fee payment: 15

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130523

Year of fee payment: 16

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130523

Year of fee payment: 16

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140523

Year of fee payment: 17

EXPY Cancellation because of completion of term