JPS6233810Y2 - - Google Patents

Info

Publication number
JPS6233810Y2
JPS6233810Y2 JP1983048744U JP4874483U JPS6233810Y2 JP S6233810 Y2 JPS6233810 Y2 JP S6233810Y2 JP 1983048744 U JP1983048744 U JP 1983048744U JP 4874483 U JP4874483 U JP 4874483U JP S6233810 Y2 JPS6233810 Y2 JP S6233810Y2
Authority
JP
Japan
Prior art keywords
peripheral wall
annular
grooves
annular groove
sewer pipe
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP1983048744U
Other languages
Japanese (ja)
Other versions
JPS59156991U (en
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP4874483U priority Critical patent/JPS59156991U/en
Publication of JPS59156991U publication Critical patent/JPS59156991U/en
Application granted granted Critical
Publication of JPS6233810Y2 publication Critical patent/JPS6233810Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 この考案は住宅等の建物周囲の地面に埋設する
下水用会所桝に関するものである。
[Detailed description of the invention] This invention relates to a sewage tank that is buried in the ground around buildings such as houses.

従来のこの種会所桝はコンクリートで無底の筒
形に成形されており、設置後モルタルで筒形の底
部を閉塞するのであるが、モルタルの乾燥後に底
壁と筒形の周壁との間に隙間を生じそこから水漏
れする欠点がある。また周壁にある接続孔に下水
管を接続した場合に、周壁がコンクリート製で、
下水管はほとんど合成樹脂製であつて互いに材質
が異なるため、水密性が充分に保てずここからも
水漏れが生じるほか、接続孔の内径によつて接続
すべき下水管の径も限定されてしまう不便があ
る。
Traditionally, this type of chamber is formed into a bottomless cylindrical shape with concrete, and after installation, the bottom of the cylindrical shape is closed off with mortar, but after the mortar dries, there is a gap between the bottom wall and the cylindrical peripheral wall. It has the disadvantage that it creates gaps from which water leaks. Also, when connecting a sewer pipe to a connection hole in the surrounding wall, if the surrounding wall is made of concrete,
Most sewage pipes are made of synthetic resin and are made of different materials, so they cannot maintain sufficient watertightness and water leaks from them, and the diameter of the sewage pipe to be connected is also limited by the inner diameter of the connection hole. This is an inconvenience.

または、コンクリート製であつて、下水管接続
用薄肉部を設け、該下水管接続用薄肉部の上下に
円弧状の切溝を設けた会所桝がある。この会所桝
では、接続しようとする下水管の管径の大小に合
わせて、前記円弧状の切溝を尖つた槌等により切
欠して、貫通孔を穿ち、大小径の下水管を接続で
きるが、槌等による作業をしなければならないと
共に、切欠過ぎたりするので細心の注意と熟練技
術を要するという問題点と、前記貫通孔縁を奇麗
に仕上げることができないので、この接続孔内面
と下水管外面に隙間が多くできて水密性が悪くな
り、水漏れが生じたり、別途防水処理を要する等
の問題点がある。
Alternatively, there is a kaisho-masu, which is made of concrete and has a thin-walled part for connecting to a sewer pipe, and arc-shaped grooves are provided above and below the thin-walled part for connecting to the sewer pipe. In this kaisho-masu, sewer pipes of large and small diameters can be connected by cutting out the arc-shaped groove with a sharp mallet or the like and drilling a through hole according to the diameter of the sewer pipe to be connected. The problem is that the work must be done with a hammer, etc., and the cutout is too large, which requires great care and skill. Also, the edges of the through hole cannot be neatly finished, so the inner surface of the connection hole and the sewer pipe There are problems such as a large number of gaps on the outer surface, resulting in poor watertightness, water leakage, and the need for separate waterproofing treatment.

この考案はかかる従来品の欠点に鑑み、水漏れ
をなくすとともに、径の異なる下水管を容易に接
続できるようにしたもので、その要旨とするとこ
ろは、合成樹脂により周壁1に底壁2が連成され
た箱形の本体3を形成し、この本体3の周壁1
に、接続すべき下水管Pの端部が嵌入しうる内外
複数の環状溝4,5,6,7を形成し、且つこれ
らの環状溝を内奥ほど小径となるよう先すぼまり
に成形し、且つこれら環状溝4,5,6,7底部
における周壁1の肉厚を環状溝に沿つて切除しう
るよう他の部分より薄くした点にある。
In view of the drawbacks of the conventional products, this invention eliminates water leakage and makes it possible to easily connect sewer pipes of different diameters. A connected box-shaped main body 3 is formed, and the peripheral wall 1 of this main body 3
A plurality of inner and outer annular grooves 4, 5, 6, and 7 are formed into which the end of the sewer pipe P to be connected can fit, and these annular grooves are formed to taper so that the diameter becomes smaller toward the inner depth. Moreover, the thickness of the peripheral wall 1 at the bottoms of these annular grooves 4, 5, 6, and 7 is made thinner than other parts so that it can be cut along the annular grooves.

図示の一実施例に基いてこの考案の詳細を説明
すると、本体3は上部が若干拡開した形で、底部
四隅に脚8,…が突設されている。各周壁1のほ
ぼ中央部には円形の肉厚部9が一体に突成され、
これに通水孔10が形成されており、この通水孔
10の周りで肉厚部9内に前記環状溝4,5,
6,7が形成されている。通水孔10は図示例で
は隔膜11で閉塞されているが、もちろん内外に
貫通する形としてもよい。各環状溝4,5,6,
7は下水管Pとなる合成樹脂パイプの規格径にそ
れぞれ合致するもので、いずれも内奥ほど小径と
なるよう先すぼそりとなつている。即ち、環状溝
4,5,6,7の深さ方向線が下水管Pの挿し込
み方向に対して角度αで中心がわに傾斜してい
る。しかして各環状溝4,5,6,7は充分深く
凹入させて形成するとともに、最外周の環状溝4
を除く内周がわ環状溝5,6,7に対応して周壁
1内面に環状の切取り溝12,13,14を設け
て内周がわ環状溝5,6,7底部における肉厚を
他の部分より著しく薄くし、これによつて内周が
わ環状溝5,6,7に沿つて周壁1をナイフ等で
容易に切断できるようにしてある。尚、隔膜11
の周りにも切込み15が形成してある。16,1
7,18,19,20は環状溝4,5,6,7内
外の溝縁部である。
The details of this invention will be explained based on the illustrated embodiment.The main body 3 has a slightly enlarged upper part, and legs 8, . . . are provided protruding from the four corners of the bottom. A circular thick portion 9 is integrally formed approximately at the center of each peripheral wall 1,
A water hole 10 is formed in this, and around this water hole 10, the annular grooves 4, 5,
6 and 7 are formed. In the illustrated example, the water passage hole 10 is closed by a diaphragm 11, but it may of course have a shape that penetrates inside and outside. Each annular groove 4, 5, 6,
7 correspond to the standard diameter of the synthetic resin pipe that will become the sewage pipe P, and all have tapered ends so that the diameter becomes smaller toward the inside. That is, the depth direction lines of the annular grooves 4, 5, 6, and 7 are inclined toward the center at an angle α with respect to the insertion direction of the sewer pipe P. Therefore, each of the annular grooves 4, 5, 6, and 7 is formed by recessing sufficiently deeply, and the outermost annular groove 4
Annular cutting grooves 12, 13, 14 are provided on the inner surface of the peripheral wall 1 in correspondence with the annular grooves 5, 6, 7 on the inner periphery except for the inner circumference. This makes it possible to easily cut the peripheral wall 1 along the inner circumferential annular grooves 5, 6, and 7 with a knife or the like. In addition, the diaphragm 11
A notch 15 is also formed around the . 16,1
7, 18, 19, and 20 are inner and outer groove edges of the annular grooves 4, 5, 6, and 7.

上記の構成において、例えば第2図に示すよう
に外から3番目の環状溝6に合致する下水管Pを
接続する場合は、その内周の環状溝7の底部と、
これに対応する切取り溝14との間で周壁1をナ
イフ等で円形に切断して、最内周の溝縁部20と
隔膜11とを取り除き、その外側の環状溝6に下
水管Pの端部を嵌め込む。下水管Pの端部は環状
溝6内外の溝縁部18,19に挾持され、且つ環
状溝6の形状により先細に絞られることになるか
ら、環状溝6との密着力が大で、環状溝6に嵌入
した状態に保たれる。
In the above configuration, for example, when connecting the sewer pipe P that matches the third annular groove 6 from the outside as shown in FIG. 2, the bottom of the annular groove 7 on the inner circumference,
The peripheral wall 1 is cut circularly with a knife or the like between the corresponding cutting grooves 14, the innermost groove edge 20 and the diaphragm 11 are removed, and the outer annular groove 6 is inserted into the end of the sewer pipe P. Insert the parts. The end of the sewage pipe P is held between the inner and outer groove edges 18 and 19 of the annular groove 6, and is tapered due to the shape of the annular groove 6, so the adhesion force with the annular groove 6 is large, and the annular It is maintained in a state where it is fitted into the groove 6.

同様に、最外周の環状溝4に下水管を嵌め込む
場合は、その内周の環状溝5の底部とこれに対応
する切取り溝12との間で周壁1を切断し、また
外から2番目の環状溝5に下水管を嵌め込む場合
は、その内周の環状溝6と切取り溝13との間で
周壁1を切断する。最内周の環状溝7に下水管を
嵌め込む場合は、切込み15に沿つて隔膜11を
切除する。
Similarly, when fitting a sewer pipe into the outermost annular groove 4, cut the peripheral wall 1 between the bottom of the inner annular groove 5 and the corresponding cutout groove 12, and When fitting a sewer pipe into the annular groove 5, the peripheral wall 1 is cut between the annular groove 6 and the cutout groove 13 on the inner circumference. When fitting a sewer pipe into the innermost annular groove 7, the diaphragm 11 is cut out along the notch 15.

このように下水管を嵌め込んだ環状溝の内周の
溝縁部を残し、その内周の部分を切り取ると、下
水管を通じての通水は阻害されない。
If the groove edge on the inner periphery of the annular groove into which the sewage pipe is fitted is left intact and the inner periphery is cut off, water flow through the sewage pipe will not be obstructed.

この考案は上述のような構成から成り、本体の
周壁には底壁が連成されているから、従来のこの
種会所桝のように底部から水漏れすることがな
い。
This invention has the above-mentioned configuration, and since the bottom wall is connected to the peripheral wall of the main body, there is no water leakage from the bottom unlike in conventional chamber walls of this type.

また本体の周壁には複数の環状溝が形成されて
いるから、この環状溝に下水管を嵌め込むだけで
下水管の接続ができ、槌等で所望の形状に整形し
たり接着剤を塗布するなどの面倒さがなく、接着
作業が容易にできる。しかも環状溝の径に応じて
大径の下水管も小径のものも接続できて利用範囲
が広く、接続した状態では合成樹脂の弾力で下水
管の端部が環状溝の内外溝縁部に挾まれるから、
水密性がよく、接続個所からの水漏れも生じな
い。更に環状溝を内奥ほど小径となるよう先すぼ
まりにしたので、環状溝内での下水管の嵌着力が
大となり、脱落のおそれがなくなる。また、これ
らの環状溝に対応する前記周壁の内面に環状の切
取り溝を設けたので、ナイフ等で不要な環状溝を
容易に且つ奇麗に切り取ることができる。
Also, since multiple annular grooves are formed on the peripheral wall of the main body, the sewer pipe can be connected by simply fitting it into the annular groove, shaping it into the desired shape with a mallet, etc., or applying adhesive. The adhesive work can be done easily without the hassle of such troubles. Moreover, depending on the diameter of the annular groove, both large-diameter and small-diameter sewer pipes can be connected, allowing for a wide range of applications.When connected, the elasticity of the synthetic resin allows the ends of the sewer pipe to be clamped to the inner and outer groove edges of the annular groove. Because it will happen,
It has good watertightness and no water leaks from the connection points. Furthermore, since the annular groove is tapered so that the diameter becomes smaller toward the inner depth, the fitting force of the sewer pipe within the annular groove is increased, and there is no fear of it falling off. Further, since annular cutting grooves are provided on the inner surface of the peripheral wall corresponding to these annular grooves, unnecessary annular grooves can be easily and cleanly cut out with a knife or the like.

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

第1図はこの考案会所桝の一部破断した側面
図、第2図は下水管の接続状態を示す要部拡大断
面図である。 1……周壁、2……底壁、3……本体、4〜7
……環状溝。
FIG. 1 is a partially cut-away side view of this design chamber, and FIG. 2 is an enlarged cross-sectional view of the main part showing how the sewer pipe is connected. 1... Peripheral wall, 2... Bottom wall, 3... Main body, 4 to 7
...Annular groove.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 合成樹脂により周壁に底壁が連成された箱形の
本体を形成し、この本体の周壁に、接続すべき下
水管の肉厚と等しい幅の内外複数の環状溝を形成
し、且つこれらの環状溝を内奥ほど小径となるよ
う先すぼまりに成形し、且つこれらの環状溝に対
応する前記周壁の内面に環状の切取り溝を設けた
下水用会所桝。
A box-shaped main body with a peripheral wall and a bottom wall connected to each other is formed of synthetic resin, and a plurality of annular grooves inside and outside of the same width as the wall thickness of the sewer pipe to be connected are formed on the peripheral wall of the main body, and these grooves are A sewage basin, in which annular grooves are tapered so that the diameter becomes smaller toward the inner depth, and annular cutting grooves are provided on the inner surface of the peripheral wall corresponding to these annular grooves.
JP4874483U 1983-03-31 1983-03-31 Sewage chamber Granted JPS59156991U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4874483U JPS59156991U (en) 1983-03-31 1983-03-31 Sewage chamber

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4874483U JPS59156991U (en) 1983-03-31 1983-03-31 Sewage chamber

Publications (2)

Publication Number Publication Date
JPS59156991U JPS59156991U (en) 1984-10-22
JPS6233810Y2 true JPS6233810Y2 (en) 1987-08-29

Family

ID=30179265

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4874483U Granted JPS59156991U (en) 1983-03-31 1983-03-31 Sewage chamber

Country Status (1)

Country Link
JP (1) JPS59156991U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0545663Y2 (en) * 1986-09-27 1993-11-24

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4510289Y1 (en) * 1966-09-19 1970-05-12

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4510289Y1 (en) * 1966-09-19 1970-05-12

Also Published As

Publication number Publication date
JPS59156991U (en) 1984-10-22

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