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JPS6115215B2 - - Google Patents
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JPS6115215B2 - - Google Patents

Info

Publication number
JPS6115215B2
JPS6115215B2 JP1508278A JP1508278A JPS6115215B2 JP S6115215 B2 JPS6115215 B2 JP S6115215B2 JP 1508278 A JP1508278 A JP 1508278A JP 1508278 A JP1508278 A JP 1508278A JP S6115215 B2 JPS6115215 B2 JP S6115215B2
Authority
JP
Japan
Prior art keywords
inner tank
tank
connecting pipe
plastic
concrete
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
JP1508278A
Other languages
Japanese (ja)
Other versions
JPS54108455A (en
Inventor
Kazuo Yoshida
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.)
Mitsubishi Chemical Corp
Original Assignee
Mitsubishi Plastics Industries 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 Mitsubishi Plastics Industries Ltd filed Critical Mitsubishi Plastics Industries Ltd
Priority to JP1508278A priority Critical patent/JPS54108455A/en
Publication of JPS54108455A publication Critical patent/JPS54108455A/en
Publication of JPS6115215B2 publication Critical patent/JPS6115215B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Sewage (AREA)

Description

【発明の詳細な説明】 本発明は接続管付のプラスチツク製内槽と、コ
ンクリート製外槽とを用いて、現場にて簡単に汚
水桝に組立てるようにした施工方法に関するもの
である。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a construction method that uses a plastic inner tank with a connecting pipe and a concrete outer tank to easily assemble it into a sewage basin on site.

従来の汚水桝はコンクリート製の側壁に孔を設
けて同孔にプラスチツク製の枝管を挿入し、該孔
のすきまにモルタルを詰めて枝管を固定するのが
普通である。しかし、コンクリートとプラスチツ
クとはなじみが悪いため、プラスチツク管の外面
に砂付加工などを行なつているが、接合強度が不
充分で土圧、輪圧等の荷重によりモルタル接合部
が破損し漏水の原因になつていた。
Conventional sewage basins usually have holes in the concrete side walls, insert plastic branch pipes into the holes, and fix the branch pipes by filling the gaps in the holes with mortar. However, since concrete and plastic do not mix well, the outer surface of the plastic pipe is sanded, etc., but the joint strength is insufficient and the mortar joint breaks due to loads such as earth pressure and wheel pressure, resulting in water leakage. It was becoming the cause of

本発明は、叙上の欠点を除き接続部からの漏水
を防止することを目的とした汚水桝の施工方法に
係り、プラスチツク製内槽の側面に同槽内外へ通
ずるプラスチツク製接続管端を側方へ突出させて
設け、該内槽を所定位置に設置し、その外側は更
にコンクリート製の筒状の下部に上記接続管端を
跨ぐ切欠部を設けた外槽をもつて包囲し、この外
槽と上記接続管端乃至内槽との間隙にモルタル等
を充填することを特徴とする。
The present invention relates to a method of constructing a sewage basin with the aim of eliminating the above-mentioned drawbacks and preventing water leakage from the connection part, and in which the end of a plastic connecting pipe leading into and out of the tank is attached to the side of a plastic inner tank. The inner tank is installed at a predetermined position, and the outside is further surrounded by an outer tank made of concrete with a cylindrical lower part provided with a notch that straddles the end of the connecting pipe. It is characterized in that the gap between the tank and the end of the connecting pipe or the inner tank is filled with mortar or the like.

以下、本発明を実施の一例によつて説明する。 The present invention will be explained below by way of an example of implementation.

図において、1はプラスチツク製の内槽、2
a,2bはプラスチツク製の接続管端、3は閉塞
板、4はコンクリート製の外槽で、次の様に構成
される。
In the figure, 1 is a plastic inner tank, 2
A and 2b are plastic connecting pipe ends, 3 is a closing plate, and 4 is a concrete outer tank, which is constructed as follows.

内槽1は方形、円形、多角形など任意の形状で
上下開放した筒状に形成し、両側には一定の流れ
勾配をつけた孔1a,1bを設ける。
The inner tank 1 is formed into a cylindrical shape having an arbitrary shape such as a rectangular, circular, or polygonal shape and is open at the top and bottom, and holes 1a and 1b with a constant flow gradient are provided on both sides.

接続管端2a,2bは夫々上記の孔1a,1b
に嵌合して外側方へ突出せしめると共に内槽1の
内側は図示の様に上面開放した樋状体2cととし
た連続一体物であつて接続管端2aの基部は孔1
aに、接続管端2bの基部は孔1bに夫々固定す
る。これら接続管端の固定は溶接等によつて行
う。
The connecting pipe ends 2a and 2b are connected to the above-mentioned holes 1a and 1b, respectively.
The inside of the inner tank 1 is a continuous integral body with a gutter-like body 2c having an open top as shown in the figure, and the base of the connecting pipe end 2a has a hole 1.
In a, the bases of the connecting tube ends 2b are fixed to the holes 1b, respectively. These connecting pipe ends are fixed by welding or the like.

閉塞板3は上記樋状体2cの両側上縁と内槽1
の内周面との間を塞ぐ様にプラスチツク板をもつ
て形成し溶接等により固定して内槽1の底面の一
部を構成している。
The closing plate 3 is connected to both upper edges of the gutter-like body 2c and the inner tank 1.
A plastic plate is formed so as to close the gap with the inner circumferential surface of the inner tank 1, and is fixed by welding or the like, thereby forming a part of the bottom surface of the inner tank 1.

外槽4は上記内槽1よりも大きくしたコンクリ
ート製筒状の下部両側にそれぞれ上記接続管端2
a,2bを切欠部5a,5bを該接続管端の外径
よりも深く形成する。
The outer tank 4 has a cylindrical shape made of concrete and is larger than the inner tank 1, and has the connecting pipe ends 2 on both sides of the lower part.
The notches 5a and 5b are formed deeper than the outer diameter of the end of the connecting pipe.

上記の接続管端2a,2bを設けた内槽1と切
欠部5a,5bを有する外槽4は予め工場生産し
ておいて現場に運び、次の様に施工する。
The inner tank 1 having the connecting pipe ends 2a, 2b and the outer tank 4 having the notches 5a, 5b are manufactured in advance at a factory, transported to the site, and constructed as follows.

(1) 汚水桝設置箇所の底面に先づコンクリート等
の基礎6を敷設する。
(1) First, lay a foundation 6 of concrete, etc. at the bottom of the place where the sewage basin will be installed.

(2) 該基礎6の上にプラスチツク内槽1を載せ、
接続管端2a,2bの方向を配管(図省略)に
合致させて該内槽を基礎6上に設置する。
(2) Place the plastic inner tank 1 on the foundation 6,
The inner tank is installed on the foundation 6 with the connecting pipe ends 2a and 2b aligned in the direction of the piping (not shown).

(3) 上記内槽1の外側にコンクリート製外槽4を
上方からかぶせ切欠部5a,5bをそれぞれ内
槽1の接続管端2a,2bに跨がせて外槽下端
を基礎6に接して該外槽を設置する。
(3) Cover the outside of the above-mentioned inner tank 1 with the concrete outer tank 4 from above, with the cutouts 5a and 5b spanning the connecting pipe ends 2a and 2b of the inner tank 1, respectively, and the lower end of the outer tank in contact with the foundation 6. Install the outer tank.

(4) 上記内槽1乃至接続管端2a,2bと外槽4
の切欠部5a,5bとの間隙にモルタル7を充
填して固着させる。なお、内槽1と外槽4は工
場生産する場合、前者の径と後者の内径とは必
ずしも一致せずかなりの間隙を生ずることは避
け難いから、この間隙にコンクリート等を充填
(図省略)する。
(4) The above inner tank 1 to connecting pipe ends 2a, 2b and outer tank 4
Mortar 7 is filled into the gap between the notches 5a and 5b and fixed. Note that when the inner tank 1 and the outer tank 4 are produced in a factory, the diameter of the former does not necessarily match the inner diameter of the latter, and it is unavoidable that a considerable gap will be created, so this gap is filled with concrete, etc. (figure omitted). do.

上述の図においては、内槽1の接続管端2a,
2bは一直線に設けたものを示したが、これらは
直角その他任意の角度に設け得ること並びにその
数を増減すること、また外槽4は現場においてコ
ンクリート打ちして設けることも出来る。
In the above figure, the connection pipe end 2a of the inner tank 1,
2b is shown as being installed in a straight line, but they may be installed at right angles or any other angle, their number may be increased or decreased, and the outer tank 4 may be installed by pouring concrete on site.

本発明の利点を次に摘記する。 The advantages of the present invention are summarized below.

(1) 接続管端は同材質のプラスチツク製内槽に溶
接等により固着されるから、異種材質との接合
に比し充分な強度を有する。
(1) The end of the connecting pipe is fixed to the plastic inner tank made of the same material by welding, etc., so it has sufficient strength compared to joining with different materials.

(2) プラスチツク製内槽の外側はコンクリート製
外槽をもつて包囲したから、プラスチツク製内
槽に外力が直接にかからず、従つて接続管端の
結合部は充分に保護され、該結合部自体の強度
の大きいことを相俟つて同部の破損は一層よく
防止され、漏水のおそれがない。
(2) Since the outside of the plastic inner tank is surrounded by a concrete outer tank, no external force is applied directly to the plastic inner tank, and therefore the joint at the end of the connecting pipe is sufficiently protected and the joint is protected. Combined with the high strength of the part itself, damage to the part is better prevented and there is no risk of water leakage.

(3) プラスチツク製内槽を工場生産すればあとは
現場で簡単に施工できるので工費を節減でき
る。
(3) Once the plastic inner tank is produced in a factory, the rest can be easily installed on site, reducing construction costs.

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

第1図は本発明実施の一例を示す内槽、外槽等
の斜視図、第2図は施工完了した汚水桝の縦断側
面図である。 1はプラスチツク製内槽、1a,1bは孔、2
a,2bはプラスチツク製接続管端、3は閉塞
板、4はコンクリート製外槽、5a,5bは切欠
部、6は基礎、7はモルタルである。
FIG. 1 is a perspective view of an inner tank, an outer tank, etc., showing an example of the implementation of the present invention, and FIG. 2 is a longitudinal sectional side view of a sewage basin after construction has been completed. 1 is a plastic inner tank, 1a and 1b are holes, 2
A and 2b are plastic connecting pipe ends, 3 is a closing plate, 4 is a concrete outer tank, 5a and 5b are notches, 6 is a foundation, and 7 is mortar.

Claims (1)

【特許請求の範囲】[Claims] 1 プラスチツク製内槽の側面に同槽内外へ通ず
るプラスチツク製接続管端を側方へ突出させて設
け、該内槽を所定位置に設置し、その外側は更に
コンクリート製の筒状の下部に上記接続管端を跨
ぐ切欠部を設けた外槽をもつて包囲し、この外槽
と上記接続管端乃至内槽との間隙にモルタル等を
充填することを特徴とする汚水桝の施工方法。
1. A plastic connecting pipe end is provided on the side surface of the plastic inner tank so as to protrude to the side, leading to the inside and outside of the tank, and the inner tank is installed at a predetermined position, and the outside is further connected to the lower part of the concrete cylinder. A method of constructing a sewage basin characterized by surrounding the connecting pipe end with an outer tank provided with a notch extending over the end, and filling a gap between the outer tank and the connecting pipe end or the inner tank with mortar or the like.
JP1508278A 1978-02-13 1978-02-13 Method of installing sanitary sewage tank Granted JPS54108455A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1508278A JPS54108455A (en) 1978-02-13 1978-02-13 Method of installing sanitary sewage tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1508278A JPS54108455A (en) 1978-02-13 1978-02-13 Method of installing sanitary sewage tank

Publications (2)

Publication Number Publication Date
JPS54108455A JPS54108455A (en) 1979-08-25
JPS6115215B2 true JPS6115215B2 (en) 1986-04-23

Family

ID=11878913

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1508278A Granted JPS54108455A (en) 1978-02-13 1978-02-13 Method of installing sanitary sewage tank

Country Status (1)

Country Link
JP (1) JPS54108455A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5924486U (en) * 1982-08-03 1984-02-15 淀コンクリ−ト工業株式会社 Inversion of water collection basin

Also Published As

Publication number Publication date
JPS54108455A (en) 1979-08-25

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