JPS6343267Y2 - - Google Patents

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Publication number
JPS6343267Y2
JPS6343267Y2 JP8560084U JP8560084U JPS6343267Y2 JP S6343267 Y2 JPS6343267 Y2 JP S6343267Y2 JP 8560084 U JP8560084 U JP 8560084U JP 8560084 U JP8560084 U JP 8560084U JP S6343267 Y2 JPS6343267 Y2 JP S6343267Y2
Authority
JP
Japan
Prior art keywords
inner lid
sewage basin
sewage
opening
basin
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
JP8560084U
Other languages
Japanese (ja)
Other versions
JPS612586U (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 JP8560084U priority Critical patent/JPS612586U/en
Publication of JPS612586U publication Critical patent/JPS612586U/en
Application granted granted Critical
Publication of JPS6343267Y2 publication Critical patent/JPS6343267Y2/ja
Granted legal-status Critical Current

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  • Sewage (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、未改修河川の流域で施工される合流
式下水道に暫定的に使用する汚水桝に関し、河川
改修が終了するまで汚水と雨水を分流させ暫定的
に分流方式として汚水を処理するために使用され
るものである。
[Detailed description of the invention] [Field of industrial application] This invention relates to a sewage basin used temporarily in a combined sewer system constructed in the basin of an unimproved river, and is designed to drain sewage and rainwater until the river improvement is completed. This is used as a temporary diversion system to treat wastewater.

〔従来の技術〕[Conventional technology]

河川改修との整合を計れない地区での公共下水
道の普及に当り、下水道の整備により降雨時の雨
水が急激に河川へ流入して河川が氾濫するのを防
ぐ目的で、河川改修が終了するまでの間暫定分流
方式を採用してその普及を計つている。
In order to disseminate public sewage systems in areas where it is not possible to maintain consistency with river improvements, the system is designed to prevent rainwater from rapidly flowing into rivers during rainfall and flooding the rivers until river improvements are completed. For the time being, a provisional diversion system has been adopted and its use is being promoted.

合流式下水道では、雨水も同時収容するため
に、道路の両側又は片側にある既存のU字側溝等
の雨水排水施設を撤去し、代りにL形側溝で雨水
桝を通じて下水道管に収容、処理している(雨水
が一定量を越えると河川に放流される)。したが
つて、この合流方式で河川の未改修地区を整備す
ると、広範囲に整備された下水道管により一時的
に多量に集められた雨水が急激に河川へ流出し、
氾濫をおこすことになる。このため、河川未改修
地区では将来を考えて合流式として下水道を施工
はするが、河川改修終了までの暫定措置として、
汚水のみを収容する暫定分流方式をとることにし
ている。
In combined sewer systems, in order to collect rainwater at the same time, existing rainwater drainage facilities such as U-shaped gutters on both sides or one side of the road are removed, and instead, L-shaped gutters are used to collect and treat rainwater in the sewer pipe through a rainwater basin. (When rainwater exceeds a certain amount, it is discharged into rivers.) Therefore, if unimproved river areas are developed using this combined method, large amounts of rainwater temporarily collected by the widely constructed sewer pipes will suddenly flow into the river.
This will cause flooding. For this reason, in areas where river improvements have not yet been made, sewers will be constructed as a combined system for the future, but as a temporary measure until the river improvement is completed.
A temporary diversion system will be adopted to accommodate only wastewater.

ところで、一般に雨水は地下への浸透、あるい
はU字側溝等の雨水排水施設によつて河川へ自然
流下で流れ、処理されているが、河川までの流達
時間が遅いから氾濫することが少ない。したがつ
て、前記暫定分流方式の絶対条件は、既存の雨水
排水施設を存続させ、汚水桝を設置して汚水のみ
を公共下水道に収容することを原則としている。
Incidentally, rainwater is generally treated by infiltrating underground or flowing naturally into rivers by rainwater drainage facilities such as U-shaped gutters, but because it takes a long time to reach the river, flooding is rare. Therefore, the absolute conditions for the above-mentioned temporary diversion system are that the existing rainwater drainage facilities should continue to exist, and sewage basins should be installed to collect only wastewater into the public sewer system.

このように、暫定分流方式では、既存のU字側
溝を存続させねばならないことから、汚水桝の設
置位置が問題となる。汚水桝は、原則として宅地
内に設置しないことを前提としているから、必然
的に道路敷地内となり、次のような方式で汚水桝
を設置している。すなわち、 U字側溝を迂回させる切廻し方式。
In this way, in the temporary diversion system, the existing U-shaped gutter must be maintained, so the installation location of the sewage basin becomes an issue. As a general rule, sewage basins are not intended to be installed within residential areas, so they are necessarily located within road premises, and sewage basins are installed using the following method. In other words, it is a cutting method that bypasses the U-shaped gutter.

U字側溝を避け、道路中心寄りに設置する丸
桝方式。
A round pit method is installed closer to the center of the road, avoiding U-shaped gutters.

中蓋を有する汚水桝を付設する中蓋方式。 An inner lid method that includes a sewage basin with an inner lid.

があるが、の切廻し方式やの丸桝方式は、幅
員の狭い道路、重量車の通る道路、地下埋設物の
多に道路などでは、路面及び施設の維持管理、さ
らに道路としての景観上など問題が多いため、
の中蓋方式に統一されつつある。
However, the cutting and rounding methods are difficult to maintain on narrow roads, roads where heavy vehicles pass, and roads with many underground structures, as well as the appearance of the road. Because there are many problems,
The middle lid method is being standardized.

しかるに、中蓋方式として付設される汚水桝
は、L形側溝の下方で下水道渠が接続された既存
汚水桝の上部に交換載置される枠体の対向壁にU
字側溝に合致する透口を設けると共に底面に中蓋
を嵌合した開口部を設けたものであつた。しか
し、この汚水桝は、コンクリート製品であるため
に、強度上の問題から部材は肉厚となつており、
さらに鉄筋、中蓋材との付着強度上の問題から、
下方の汚水桝2の内径(例えば50cm)に対し、中
蓋部で相当(例えば31cm)に狭められていた。そ
のため、通常の維持管理作業における作業性が悪
く、多くの時間と労力を必要とし、特に支障物の
除去には道具、器具の使用は不可能で、手作業で
行つているのが現状である。
However, the sewage basin that is attached as an inner lid method is attached to the opposite wall of the frame that is replaced and placed above the existing sewage basin to which the sewer pipe is connected below the L-shaped side gutter.
It had a through hole that matched the side groove, and an opening on the bottom into which an inner lid was fitted. However, since this sewage basin is a concrete product, the members are thick due to strength issues.
Furthermore, due to problems with the adhesion strength with reinforcing bars and inner lid material,
The inner diameter of the lower cesspit 2 (eg, 50 cm) was considerably narrowed (eg, 31 cm) at the inner lid. As a result, the workability of normal maintenance work is poor and requires a lot of time and effort.In particular, it is impossible to use tools and instruments to remove obstacles, and the work is currently done manually. .

さらにまた、枠体内へ流入土砂が滞留しやす
く、中蓋と枠体との係止部にもごみ、土砂類が溜
りやすく、さらに中蓋が汚水桝内圧の上昇によつ
て浮き上るという欠点もあつた。
Furthermore, the inflowing earth and sand tend to accumulate inside the frame, and the locking part between the inner lid and the frame body also tends to collect dirt and earth, and there is also the disadvantage that the inner lid floats up due to an increase in the internal pressure of the sewage basin. It was hot.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

本考案は、前記従来の中蓋方式の汚水桝の諸欠
点を一挙に解決し、全体を軽量にし、作業性を容
易かつ能率的にし、しかも既存製品をも制約しな
いようにする中蓋汚水桝を提供しようとするもの
である。
The present invention solves all the drawbacks of the conventional inner lid type sewage basin, makes the whole body lighter, makes work easier and more efficient, and does not restrict existing products. This is what we are trying to provide.

〔問題点を解決するための手段〕[Means for solving problems]

本考案は、L形側溝の下方に埋設されて下水管
渠が接続された汚水桝の上部に付設される汚水桝
であつて、連続した稜縁を有する枠体と中蓋から
なり、枠体の上面を開口し、対向する側面にそれ
ぞれ既存のU字溝に合致する透口を設けるととも
に底面に前記下水管渠が接続された汚水桝に通じ
前記中蓋を嵌合する開口部を設け、該開口部と前
記中蓋との嵌合部をVカツトにし、さらに中蓋上
面に前記U字側溝幅に合わせた導流堰を付設し、
中蓋下面に前記開口部に係止する浮上防止用スト
ツパを設けたことを特徴とする汚水桝である。
The present invention is a sewage basin that is attached to the upper part of a sewage basin that is buried below an L-shaped side gutter and connected to a sewer pipe, and is composed of a frame body having a continuous edge and an inner lid. The top surface is open, and the opposing sides are provided with through holes that match the existing U-shaped grooves, and the bottom surface is provided with an opening that leads to the sewage basin to which the sewage pipe is connected and into which the inner lid is fitted, The fitting portion between the opening and the inner lid is made into a V-cut, and a diversion weir matching the width of the U-shaped gutter is attached to the upper surface of the inner lid,
This sewage basin is characterized in that a stopper for preventing surfacing is provided on the lower surface of the inner lid to be engaged with the opening.

〔実施例〕〔Example〕

本考案の一実施例を図面を参照しながら説明す
れば、本考案は、第6図示例のようなL形側溝1
の下方に埋設されて下水管渠2が接続された既存
汚水桝3の上部4と一時的に交換される汚水桝で
あつて、第1図〜第4図に示すように、連続した
稜縁を有する立方形の枠体5と中蓋6とからなつ
ている。枠体5の上面には既設のL形側溝1の下
に位置する開口部7を設け、対向する側面にそれ
ぞれ既存のU字側溝8に合致する透口9,9を設
け、さらに底面には汚水桝3に通じ中蓋6を嵌合
する開口部10を設けてある。
An embodiment of the present invention will be described with reference to the drawings.
It is a sewage basin that is temporarily replaced with the upper part 4 of an existing sewage basin 3 which is buried below and connected to a sewage pipe 2, and has a continuous ridge edge as shown in Figures 1 to 4. It consists of a cubic frame 5 and an inner lid 6. An opening 7 located below the existing L-shaped gutter 1 is provided on the upper surface of the frame 5, and through holes 9, 9 are provided on the opposing sides to match the existing U-shaped gutter 8, respectively. An opening 10 is provided which communicates with the sewage basin 3 and into which the inner lid 6 is fitted.

透口9は、図示例のように必ずしも枠体5の一
方に寄せる必要はないが、枠体5の側壁をU字側
溝8の側壁の一方に連接するのが好ましい。中蓋
6と開口部10との嵌合部は、図示例のようにV
カツトたらしめることが重要であり、また、中蓋
6の上面にはU字側溝8の幅に合わせた導流堰1
1を設け、中蓋6の下面には開口部10周辺に設
けた切欠き12(第4図参照)に挿入され回転に
よつて開口部10周辺に係止される浮上防止用ス
トツパ13を設けてある。
Although the opening 9 does not necessarily have to be placed on one side of the frame 5 as in the illustrated example, it is preferable that the side wall of the frame 5 be connected to one side wall of the U-shaped gutter 8. The fitting part between the inner lid 6 and the opening 10 has a V shape as shown in the illustration.
It is important that the inner lid 6 has a diversion weir 1 that matches the width of the U-shaped gutter 8 on the top surface of the inner lid 6.
1, and a floating prevention stopper 13 is provided on the lower surface of the inner lid 6, which is inserted into a notch 12 (see Fig. 4) provided around the opening 10 and is locked around the opening 10 by rotation. There is.

図中、14はU字側溝8部以外の部分に形成さ
れて枠体5内の隅部に土砂の滞留するのを防ぐた
めの整流壁で、15は中蓋6の吊り上げ用係止片
を示す。
In the figure, 14 is a rectifying wall formed in a part other than the U-shaped gutter 8 to prevent dirt from accumulating in the corner of the frame 5, and 15 is a locking piece for lifting the inner lid 6. show.

なお、枠体5及び中蓋6の材質はコンクリー
ト、金属、木材、合成樹脂など如何なるものでも
よいが、作業能率向上のためにはコンクリートよ
りも軽量で可撓性ある合成樹脂その他の材質が好
ましく、プラスチツク廃材の再利用も省資源化に
つながるから好ましい。
The frame body 5 and the inner lid 6 may be made of any material such as concrete, metal, wood, or synthetic resin, but in order to improve work efficiency, synthetic resin or other materials that are lighter and more flexible than concrete are preferable. , Reusing plastic waste is also desirable because it leads to resource conservation.

また、中蓋6は少なくともその一部を透明材料
にて形成すれば、汚水桝3内に状況を観察するこ
とができて便利となる。
Furthermore, if at least a portion of the inner lid 6 is made of a transparent material, it will be convenient to observe the situation inside the sewage basin 3.

このように構成した枠体5を、前述のような暫
定分流方式を採用するに際し、第4図示のように
既存の汚水桝3の上部4と暫定的に交換し、透口
9を既存のU字側溝8に合わせ、中蓋6を開口部
10に嵌合、係止させる。この場合、枠体5は稜
縁が連続して連なつているから全体的に強度が大
であり、各部の所要肉厚を薄くしても使用に耐え
ることができ、その結果全体が軽量となり、さら
に開口部10の開口面積も大きくすることができ
るから汚水桝3内の清掃も容易になる。
When adopting the above-mentioned temporary diversion system, the frame body 5 configured in this way is temporarily replaced with the upper part 4 of the existing sewage basin 3 as shown in the fourth figure, and the through hole 9 is replaced with the upper part 4 of the existing wastewater basin 3. The inner lid 6 is fitted into the opening 10 and locked in alignment with the side groove 8. In this case, the frame 5 has a continuous ridge edge, so it has a high strength as a whole, and can withstand use even if the required wall thickness of each part is thinned, and as a result, the whole frame is lightweight. Furthermore, since the opening area of the opening 10 can be increased, cleaning inside the sewage basin 3 is also facilitated.

かくて本考案の汚水桝を既存の汚水桝3の上部
4と交換することにより、L形側溝1から開口部
7を経て枠体5内に入つた雨水は、汚水桝3内に
流入することなく、透口9、U字側溝8は経て汚
水とは別個に排水処理される。このとき、中蓋6
と枠体5の開口部10とがVカツトで嵌合されて
いるから、嵌合は密閉状態に保たれ、ごみ、土砂
類の入り込むことがないばかりか、摩耗にも対処
し得て長期間の使用を可能にする。また、導流堰
11によつて枠体5内への流入土砂は滞留するこ
となく雨水と共に流過し、万一汚水桝3に汚水が
充満して内圧が高まつても、浮上防止用ストツパ
12によつて中蓋6の浮上が防止される。
Thus, by replacing the upper part 4 of the existing sewage basin 3 with the sewage basin of the present invention, rainwater that has entered the frame 5 from the L-shaped gutter 1 through the opening 7 can flow into the sewage basin 3. Instead, wastewater is treated separately from wastewater through the opening 9 and the U-shaped gutter 8. At this time, the inner lid 6
Since the opening 10 of the frame body 5 is fitted with a V-cut, the fitting is kept in an airtight state, and not only does it prevent dust and dirt from entering, but it can also withstand wear and tear and last for a long period of time. enable the use of In addition, the diversion weir 11 allows the sediment flowing into the frame 5 to flow away together with rainwater without being retained, and even if the sewage basin 3 is filled with sewage and the internal pressure increases, the stopper for preventing flotation is provided. 12 prevents the inner lid 6 from floating.

以上のように合流式下水道を暫定的に分流方式
とし、河川改修が完了して合流式下水道として使
用するようになつたときは、この枠体5及び中蓋
6は不要となるから、前述した既存の汚水桝3の
上部4と再び交換する。
As mentioned above, when the combined sewer system is temporarily changed to a separate system and the river improvement is completed and it is used as a combined sewer system, the frame body 5 and the inner lid 6 will be unnecessary, so the above-mentioned The upper part 4 of the existing sewage basin 3 will be replaced again.

なお、本考案の中蓋方式の汚水桝は、前述のよ
うに既存の汚水桝3の上部と交換可能たらしめる
ばかりでなく、汚水桝3の設置にその上部を本考
案の構造に一体形成し、中蓋6の開閉により合流
式又は分流式に切り替えることができる。
In addition, the inner lid type sewage basin of the present invention is not only able to be replaced with the upper part of the existing sewage basin 3 as described above, but also allows the upper part to be integrally formed with the structure of the present invention when installing the sewage basin 3. By opening and closing the inner lid 6, it is possible to switch between the merging type and the separating type.

〔考案の効果〕[Effect of idea]

以上述べたように本考案は、次のような多くの
有益なる効果を有するものである。
As described above, the present invention has many beneficial effects as follows.

汚水桝の縁塊、側溝等の側塊類は既存製品を
そのまま使用可能とし、既存製品との交換が容
易になる。
Existing products can be used as they are for edge masses of sewage basins, side gutters, etc., and replacement with existing products becomes easy.

枠体の強度が大であり、中蓋径を既存汚水桝
内径に最大限近づけることが可能となり、しか
も軽量となるために施工性、作業性にすぐれて
いる。
The frame has great strength, making it possible to bring the diameter of the inner lid as close as possible to the inner diameter of the existing sewage basin, and being lightweight, offering excellent construction and workability.

中蓋の嵌合部形状によつて、中蓋の着脱を容
易に、かつ密閉性を高め、摩耗を生じても長期
間使用することができ、さらに嵌合部にごみ、
土砂類が溜ることがない。
The shape of the fitting part of the inner lid makes it easy to attach and remove the inner cover, improves sealing performance, and allows long-term use even if it wears out.
Sediment does not accumulate.

導流堰により雨水の流過が円滑となり、枠体
内での流入土砂の滞留が防止される。
The diversion weir allows rainwater to flow smoothly and prevents sediment from accumulating in the frame.

汚水桝の内圧が高まつても中蓋は浮上するこ
とがない。
Even if the internal pressure of the sewage basin increases, the inner lid will not float to the surface.

中蓋の開閉により合流式、分流式に切り替え
ることができる。
By opening and closing the inner lid, it can be switched to a merging type or a separate type.

既存の雨水排水施設を損うことなく、機能を
十分果し、維持管理面においても作業能率が向
上する。
It will function satisfactorily without damaging the existing rainwater drainage facility, and improve work efficiency in terms of maintenance and management.

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

第1図は本考案の一実施例を示す平面図、第2
図はその縦断側面図、第3図は第2図の−線
断面図、第4図は中蓋を係止する開口部の平面
図、第5図は使用状態を示す縦断側面図、第6図
は使用前の状態を示す汚水桝の縦断側面図であ
る。 1…L形側溝、2…下水管渠、3…汚水桝、4
…上部、5…枠体、6…中蓋、7,10…開口
部、8…U字側溝、9…透口、11…導流堰、1
2…切欠き、13…浮上防止用ストツパ、14…
整流壁。
Figure 1 is a plan view showing one embodiment of the present invention;
The figure is a vertical side view, FIG. 3 is a sectional view taken along the line -- in FIG. 2, FIG. 4 is a plan view of the opening that locks the inner lid, FIG. The figure is a longitudinal side view of the sewage basin showing its state before use. 1...L-shaped gutter, 2...Sewage pipe, 3...Sewage basin, 4
... Upper part, 5 ... Frame body, 6 ... Inner lid, 7, 10 ... Opening, 8 ... U-shaped gutter, 9 ... Opening, 11 ... Direction weir, 1
2... Notch, 13... Stopper for preventing floating, 14...
rectification wall.

Claims (1)

【実用新案登録請求の範囲】 1 L形側溝の下方に埋設されて下水管渠が接続
された汚水桝の上部に付設される汚水桝であつ
て、連続した稜縁を有する枠体と中蓋からな
り、枠体の上面を開口し、対向する側面にそれ
ぞれ既存のU字溝に合致する透口を設けるとと
もに底面に前記下水管渠が接続された汚水桝に
通じ前記中蓋を嵌合する開口部を設け、該開口
部と前記中蓋との嵌合部をVカツトにし、さら
に中蓋上面に前記U字側溝幅に合わせた導流堰
を付設し、中蓋下面に前記開口部に係止する浮
上防止用ストツパを設けたことを特徴とする汚
水桝。 2 前記中蓋の少なくとも一部を透明材料にて形
成したものである実用新案登録請求の範囲第1
項記載の汚水桝。
[Scope of Claim for Utility Model Registration] 1. A sewage basin attached to the upper part of a sewage basin buried below an L-shaped side gutter and connected to a sewage pipe, which has a frame and an inner lid having a continuous edge. The upper surface of the frame is open, and the opposing sides are provided with through holes that match the existing U-shaped grooves, and the bottom surface is connected to the sewage basin to which the sewer pipe is connected, into which the inner lid is fitted. An opening is provided, the fitting part between the opening and the inner lid is made into a V-cut, and a diversion weir matching the width of the U-shaped gutter is attached to the upper surface of the inner lid, and a flow diversion weir corresponding to the width of the U-shaped gutter is attached to the lower surface of the inner lid, and the fitting part between the opening and the inner lid is made into a V-cut. A sewage basin characterized by being provided with a stopper to prevent floating. 2 Utility model registration claim 1, in which at least a portion of the inner lid is formed of a transparent material
Sewage basin mentioned in section.
JP8560084U 1984-06-11 1984-06-11 Sewage basin Granted JPS612586U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8560084U JPS612586U (en) 1984-06-11 1984-06-11 Sewage basin

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8560084U JPS612586U (en) 1984-06-11 1984-06-11 Sewage basin

Publications (2)

Publication Number Publication Date
JPS612586U JPS612586U (en) 1986-01-09
JPS6343267Y2 true JPS6343267Y2 (en) 1988-11-11

Family

ID=30636146

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8560084U Granted JPS612586U (en) 1984-06-11 1984-06-11 Sewage basin

Country Status (1)

Country Link
JP (1) JPS612586U (en)

Also Published As

Publication number Publication date
JPS612586U (en) 1986-01-09

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