JP2016079661A - Backflow prevention device for sewage basin - Google Patents

Backflow prevention device for sewage basin Download PDF

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JP2016079661A
JP2016079661A JP2014211483A JP2014211483A JP2016079661A JP 2016079661 A JP2016079661 A JP 2016079661A JP 2014211483 A JP2014211483 A JP 2014211483A JP 2014211483 A JP2014211483 A JP 2014211483A JP 2016079661 A JP2016079661 A JP 2016079661A
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sewage
excess water
house
rainwater
discharge port
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重信 平
Shigenobu Taira
重信 平
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PROBLEM TO BE SOLVED: To prevent at a low cost backflow of sewage from a sewage basin that accommodates rainwater into a source of sewage in a house.SOLUTION: An excess water drainage port 11 that opens toward the outside of a house 1 is formed on a flow channel at a location lower than a source of sewage 6 of the house 1, and made to communicate with a rainwater lead-in pipe 4 connected to a sewage basin 2 that stores and drains sewage from the house 1. The excess water drainage port 11 may be provided with a cover 16 that normally closes the excess water drainage port 11 and opens the excess water drainage port 11 automatically by water pressure from the rainwater lead-in pipe 4, before sewage inside the sewage basin 2 reaches the source of sewage 6. Furthermore, a flow amount throttle device 24 may be provided on the rainwater lead-in pipe 4 at a location closer to a clear water tank 2 than the excess water drainage port 11, the flow amount throttle device restricting amount of rainwater flowing into the sewage basin 2.SELECTED DRAWING: Figure 1

Description

本発明は、汚水桝の逆流防止装置に関するものであり、詳しくは、住宅の汚水を貯留して排出する汚水桝において、住宅の雨樋から汚水桝に流入する雨水の量が汚水桝の排水量よりも多い場合に、住宅内のトイレや風呂等の汚水源へと汚水桝から汚水が逆流することを防止する装置に関するものである。 The present invention relates to an apparatus for preventing backflow of a sewage basin, and more specifically, in a sewage basin that stores and discharges sewage in a house, the amount of rainwater that flows into the sewage basin from the sewage basin of a house is more In many cases, the present invention relates to a device for preventing sewage from flowing backward from a sewage basin to a sewage source such as a toilet or bath in a house.

住宅の屎尿や生活排水等の汚水を貯留して排出する汚水桝(特許文献1参照)には、図4に示すように、住宅30の雨樋31から雨水が導入される場合がある。すなわち、住宅の軒樋32が縦樋33を介して、地中に埋設される汚水桝34に連通されるタイプであり、汚水枡34が雨水枡(特許文献2参照)を兼ねるものである。この場合、住宅30で発生した汚水と雨樋31に流入した雨水は、共に汚水桝34に流入し、この汚水枡34から下水道へと排出される。 As shown in FIG. 4, rainwater may be introduced from a rain gutter 31 of a house 30 into a sewage tank (see Patent Document 1) that stores and discharges sewage such as human waste and domestic wastewater. That is, the housing eaves 32 is of a type that communicates with a sewage basin 34 buried in the ground through a vertical sword 33, and the sewage basin 34 also serves as a rainwater basin (see Patent Document 2). In this case, both the sewage generated in the house 30 and the rainwater flowing into the gutter 31 flow into the sewage gutter 34 and are discharged from the sewage gutter 34 to the sewer.

このタイプの汚水桝34において、雨樋31から汚水桝34に流入する雨水の量が汚水桝34から下水道への排水量を超えるほど降雨量が多い場合には、住宅の汚水源35(トイレ、風呂、台所等)へと汚水桝34から、雨水を含む汚水が逆流してしまい、住宅内が水浸しになってしまう危険がある。 In this type of sewage basin 34, if the amount of rain that flows into the sewage basin 34 from the basin 31 exceeds the amount of drainage from the sewage basin 34 to the sewer, the sewage source 35 (toilet, bath) There is a risk that sewage including rainwater will flow back to the kitchen etc. from the sewage basin 34 and the house will be flooded.

図4には、大雨の影響で縦樋33及び軒樋32の中が満水状態となり、軒樋32から雨水Rが溢れ出ている状態が示されている。雨樋31から流れ込む雨水で汚水枡34が満杯になってしまうと、汚水枡34内の汚水が汚水源35としてのトイレから住宅内へと流れ込む。雨樋31を構成する軒樋32は汚水桝34よりもはるかに高い位置にあるので、軒樋32に流れ込む雨水によって汚水桝34内が加圧され、汚水源35への汚水の逆流が促進される。地球温暖化の影響からか、局地的な豪雨に見舞われることが多い昨今、この問題は甚だ深刻である。 FIG. 4 shows a state in which the inside of the vertical gutter 33 and the eaves fence 32 is full due to heavy rain, and the rainwater R overflows from the eaves gutter 32. When the sewage basin 34 is filled with rainwater flowing from the gutter 31, the sewage in the sewage basin 34 flows from the toilet as the sewage source 35 into the house. The eaves 32 constituting the gutter 31 is located at a position much higher than the sewage basin 34, so the rainwater flowing into the eaves basin 32 is pressurized in the sewage basin 34, and the backflow of sewage to the sewage source 35 is promoted. The This problem is very serious nowadays that are often hit by localized heavy rains due to global warming.

特開平9−273166号公報Japanese Patent Laid-Open No. 9-273166 特開平7−292758号公報JP-A-7-292758

この問題への対策として、汚水桝を大型化したり、汚水桝を複数設けたりすることが考えられるが、既に埋設されている汚水桝の取替えには大きなコストがかかり、現実的でない。 As measures against this problem, it is conceivable to increase the size of the sewage basin or to provide a plurality of sewage basins. However, replacement of sewage basins that have already been buried requires a large cost and is not practical.

本発明は、前記のような事情に鑑みてなされたものであり、雨水が導入される汚水桝から汚水が逆流して住宅内の汚水源へと到達することを低コストで防止しうる、汚水桝の逆流防止装置を提供しようとするものである。 The present invention has been made in view of the above circumstances, and is capable of preventing sewage from flowing backward from a sewage basin into which rainwater is introduced and reaching a sewage source in a house at low cost. An object of the present invention is to provide a device for preventing backflow of soot.

前記課題を解決するため、本発明に係る汚水桝の逆流防止装置は、住宅の汚水を貯留して排出するための汚水桝に連通する雨水導入管に、住宅内の汚水源よりも低い流路で前記住宅の外部に開口する過剰水排出口が連通されることを特徴とする(請求項1)。 In order to solve the above-mentioned problem, the apparatus for preventing backflow of sewage sewage according to the present invention has a flow path lower than a sewage source in a house, in a rainwater introduction pipe communicating with the sewage sewage for storing and discharging sewage in a house The excess water discharge port opened to the outside of the house is communicated with (1).

本発明によれば、雨水導入管に連通する過剰水排出口が、住宅内の汚水源よりも低い流路で住宅の外部に開口するので、汚水桝に流入する雨水の量が汚水桝からの排水量よりも多い場合には、汚水桝内が満杯となった後に、過剰な雨水が過剰水排出口から住宅の外部へと自然に排出される。このため、汚水桝内の汚水が逆流して住宅内の汚水源へと到達することが防止できる。 According to the present invention, the excess water discharge port communicating with the rainwater introduction pipe opens to the outside of the house through a flow path lower than the sewage source in the house, so that the amount of rainwater flowing into the sewage tank is from the sewage tank. If the amount is greater than the amount of drainage, excess rainwater is naturally discharged from the excess water outlet to the outside of the house after the sewage basin is full. For this reason, it can prevent that the sewage in a sewage tank flows backward and reaches | attains the sewage source in a house.

本発明によれば、雨水導入管に連通させて前記過剰水排出口を設けるだけでよいので、汚水の逆流を低コストで防止することができる。また、既存設備に対しても、大きな改変を加えることなく前記作用効果を付与できる。 According to the present invention, since it is only necessary to provide the excess water discharge port in communication with the rainwater introduction pipe, the backflow of sewage can be prevented at low cost. Moreover, the said effect can be provided also to an existing installation, without adding a big change.

なお、本発明において、汚水源とは、トイレ、台所の流し、風呂場、洗濯場等、屎尿又は生活雑排水の発生源をいう。 In addition, in this invention, a sewage source means the generation | occurrence | production sources of human waste or household wastewater, such as a toilet, a kitchen sink, a bathroom, a laundry.

好適な実施の一形態として、前記過剰水排出口が地上において前記雨水導入管に連通される態様を例示する(請求項2)。このようにすれば、既存設備に対して過剰水排出口を連通させる工事が容易に行えて好適である。 As a preferred embodiment, a mode in which the excess water discharge port communicates with the rainwater introduction pipe on the ground is exemplified (claim 2). In this way, it is preferable that the construction for communicating the excess water discharge port with the existing equipment can be easily performed.

好適な実施の一形態として、前記過剰水排出口を常時は閉じ、且つ、前記汚水桝内の汚水が前記汚水源へ到達する前に前記雨水導入管内の水圧によって前記過剰水排出口を自動的に開放する蓋を備える態様を例示する(請求項3)。このようにすれば、過剰水の排出が必要なとき以外は常時、過剰水排出口が閉じられるので、過剰水排出口から雨水導入管内に異物が入り込んでしまうことが防止できる。 As a preferred embodiment, the excess water discharge port is normally closed, and the excess water discharge port is automatically closed by the water pressure in the rainwater introduction pipe before the sewage in the sewage basin reaches the sewage source. The aspect provided with the lid | cover opened to is illustrated (Claim 3). In this way, since the excess water discharge port is always closed except when it is necessary to discharge excess water, foreign matter can be prevented from entering the rainwater introduction pipe from the excess water discharge port.

なお、前記蓋による過剰水排出口の閉鎖は、前記蓋の自重で行われるようにすることもできるし、ばね等を用いて行われるようにすることもできる。 In addition, the closing of the excess water discharge port by the lid can be performed by the weight of the lid, or can be performed by using a spring or the like.

好適な実施の一形態として、前記雨水導入管において、前記過剰水排出口よりも汚水桝に近い位置に、前記汚水桝への雨水の流入量を制限する流量絞りを設ける態様を例示する(請求項4)。この場合、流量絞りによって汚水桝への流入を制限された雨水は、過剰水排出口から自動的に排出される。このようにすれば、汚水桝への雨水の流入量が予め制限されるので、汚水源への汚水の逆流が一層確実に防止できる。 As a preferred embodiment, in the rainwater introduction pipe, a mode in which a flow restrictor that restricts the inflow amount of rainwater to the sewage tank is provided at a position closer to the sewage tank than the excess water discharge port (claim). Item 4). In this case, rainwater whose inflow to the sewage basin is restricted by the flow restriction is automatically discharged from the excess water outlet. In this way, since the amount of rainwater flowing into the sewage basin is limited in advance, the backflow of sewage to the sewage source can be more reliably prevented.

本発明の実施の一形態に係る汚水桝の逆流防止装置を含む、汚水桝の配管系の説明図である。It is explanatory drawing of the piping system of a sewage tank including the backflow prevention apparatus of the sewage tank which concerns on one Embodiment of this invention. 図1の要部の拡大図である。It is an enlarged view of the principal part of FIG. 図2の変形例の説明図である。It is explanatory drawing of the modification of FIG. 従来例の汚水桝の配管系の説明図である。It is explanatory drawing of the piping system of the sewage tank of a prior art example.

以下、添付図面を参照して、本発明の実施の形態について説明する。 Embodiments of the present invention will be described below with reference to the accompanying drawings.

図1に示すように、住宅1に対応する汚水桝2が住宅敷地の地中に埋設され、この汚水桝(宅内汚水枡)2には、汚水導入管3と雨水導入管4とが連通する。汚水桝2は、それ自体公知のものであり、屎尿や生活雑排水等の住宅の汚水を受け入れて貯留し、その貯留水を、下水排水管5を通して下水道へと排出する。汚水桝自体の構成は本発明の要旨とは関係がないので説明を省略する。 As shown in FIG. 1, a sewage tub 2 corresponding to a house 1 is buried in the ground of a house premises, and a sewage introduction pipe 3 and a storm water introduction pipe 4 communicate with the sewage tub (in-house sewage tub) 2. . The sewage tank 2 is known per se, receives and stores house sewage such as manure and household wastewater, and discharges the stored water to the sewer through the sewage drain pipe 5. Since the configuration of the sewage tank itself is not related to the gist of the present invention, the description thereof is omitted.

図1では、汚水源6及び汚水導入管3の一例として、住宅のトイレ(便器)と、このトイレから汚水桝2へと延びる屎尿導入管を図示してある。図示してはいないが、他の汚水源6として、台所の流し、風呂場、洗濯場等が挙げられる。 In FIG. 1, as an example of the sewage source 6 and the sewage introduction pipe 3, a toilet (toilet) in a house and a manure introduction pipe extending from the toilet to the sewage tub 2 are illustrated. Although not shown, other sewage sources 6 include a kitchen sink, a bathroom, and a laundry.

雨水導入管4は、地上管7と埋設管8とからなる。地上管7は、住宅の雨樋であり、住宅1の軒に沿って配設される軒樋9と、この軒樋9から住宅の外部を地面まで延びる縦樋10とで構成される。この縦樋10は、地中に配設される埋設管8に接続され、この埋設管8が汚水桝2に接続される。図1の例では、一つの軒樋に対し、縦樋10と埋設管8との組合せが二系統配設されているが、縦樋10と埋設管8との組み合わせは少なくとも一系統あればよい。 The rainwater introduction pipe 4 includes a ground pipe 7 and a buried pipe 8. The ground pipe 7 is a rain gutter of a house, and is composed of an eave fence 9 disposed along the eaves of the house 1 and a vertical fence 10 extending from the eave fence 9 to the ground outside the house. This vertical gutter 10 is connected to a buried pipe 8 disposed in the ground, and this buried pipe 8 is connected to the sewage tank 2. In the example of FIG. 1, two combinations of the vertical gutter 10 and the buried pipe 8 are provided for one eaves. However, the combination of the vertical gutter 10 and the buried pipe 8 may be at least one system. .

縦樋10の下部には、過剰水排出口11が連通される。この過剰水排出口11は、住宅1内の汚水源(図1の例ではトイレ)6よりも低い流路で住宅1の外部に開口する。過剰水排出口11は、雨水導入管4を通して汚水桝2に流入する雨水の量が汚水桝2から下水道への排水量よりも多い場合に、汚水桝2内の汚水が逆流して住宅1内の汚水源6へと到達する前に、汚水源6との高低差によって、過剰な雨水を住宅1の外部へと自動的に排出するためのものである。 An excess water discharge port 11 communicates with the lower part of the downpipe 10. This excess water discharge port 11 opens to the outside of the house 1 through a flow path lower than the sewage source (toilet in the example of FIG. 1) 6 in the house 1. When the amount of rainwater flowing into the sewage tank 2 through the rainwater introduction pipe 4 is larger than the amount of drainage from the sewage tank 2 to the sewer, the excess water discharge port 11 causes the sewage in the sewage tank 2 to flow backward. Before reaching the sewage source 6, excessive rainwater is automatically discharged to the outside of the house 1 due to a difference in height from the sewage source 6.

過剰水排出口11は、地中で埋設管8に連通させることもできる。しかし、図1の例のように、地上で縦樋10に連通させるようにすれば、既存設備に対して過剰水排出口11を連通させる工事が容易に行えて好適である。 The excess water discharge port 11 can be communicated with the buried pipe 8 in the ground. However, as shown in the example of FIG. 1, it is preferable to communicate with the downpile 10 on the ground because the construction for communicating the excess water discharge port 11 with the existing equipment can be easily performed.

具体的には、図2に示すように、縦樋10の下部が上下に二分割され、ここに、円筒形又は枡形等の適宜の形状の管継ぎ手12が介装される。この管継ぎ手12は三つのポートを持ち、上下二つのポート12a,12bには、上下に二分割された縦樋10の、上側樋13の下端13aと下側樋14の上端14bがそれぞれ接続される。管継ぎ手12の横向きポート12cには、分岐管となる過剰水排出管15が接続され、この過剰水排出管15の外端開口部が過剰水排出口11となる。過剰水排出管15は、全体が住宅1内の汚水源6よりも低い位置となるように配設される。図2の例では、過剰水排出管15をL字状に形成し、管継ぎ手12への接続状態において過剰水排出口11が上向きとなるようにされている。しかし、これには限定されず、過剰水排出口11は横向きでも下向きでもよい。 Specifically, as shown in FIG. 2, the lower portion of the vertical rod 10 is divided into two vertically, and a pipe joint 12 having an appropriate shape such as a cylindrical shape or a hook shape is interposed therein. This pipe joint 12 has three ports, and the upper and lower two ports 12a and 12b are connected to the lower end 13a of the upper side hook 13 and the upper end 14b of the lower side hook 14 of the vertical hook 10 divided into the upper and lower parts, respectively. The An excess water discharge pipe 15 serving as a branch pipe is connected to the lateral port 12 c of the pipe joint 12, and an outer end opening of the excess water discharge pipe 15 serves as an excess water discharge port 11. The excess water discharge pipe 15 is arranged so that the whole is located at a position lower than the sewage source 6 in the house 1. In the example of FIG. 2, the excess water discharge pipe 15 is formed in an L shape so that the excess water discharge port 11 faces upward when connected to the pipe joint 12. However, the present invention is not limited to this, and the excess water discharge port 11 may be horizontal or downward.

前記構成によれば、縦樋10の下部に連通する過剰水排出口11が、住宅1内の汚水源6よりも低い流路で住宅1の外部に開口するので、雨水導入管4を通じて汚水桝2に流入する雨水の量が汚水桝2から下水道への排水量よりも多い場合には、汚水桝2内が満杯となった後に、過剰な雨水が過剰水排出口11から住宅1の外部へと自然に排出される。このため、汚水桝2内の汚水が逆流して住宅1内の汚水源6へと到達することが防止できる。 According to the above configuration, the excess water discharge port 11 communicating with the lower part of the vertical gutter 10 opens to the outside of the house 1 through a flow path lower than the sewage source 6 in the house 1. When the amount of rainwater flowing into 2 is larger than the amount of drainage from the sewage basin 2 to the sewer, after the inside of the sewage basin 2 is full, excess rainwater flows from the excess water outlet 11 to the outside of the house 1. Naturally discharged. For this reason, it is possible to prevent the sewage in the sewage basin 2 from flowing back and reaching the sewage source 6 in the house 1.

また、雨水導入管4に連通させて過剰水排出口11を設けるだけでよいので、汚水源6への汚水の逆流を低コストで防止することができる。さらに、地上にある縦樋10の下部に過剰水排出口11を連通させるだけの工事で済むので、既存設備に対しても、大きな改変を加えることなく前記作用効果を付与できる。 Moreover, since it is only necessary to provide the excess water discharge port 11 in communication with the rainwater introduction pipe 4, it is possible to prevent the backflow of the sewage to the sewage source 6 at a low cost. Furthermore, since it is only necessary to construct the excess water discharge port 11 in communication with the lower part of the vertical shaft 10 on the ground, the above-mentioned effects can be imparted to existing facilities without any major modification.

なお、どのような雨量にでも対応できるようにするために、過剰水排出口11の排水能力(単位時間当たりの排水量)は、縦樋10の排水能力と同じにしておくことが好ましい。 In addition, in order to be able to cope with any amount of rainfall, it is preferable that the drainage capacity (drainage amount per unit time) of the excess water discharge port 11 is the same as the drainage capacity of the downpipe 10.

図2の例では、過剰水排出口11を自動的に開閉する蓋16が備えられている。この蓋16は、過剰水排出口11を常時は閉じ、且つ、汚水桝2内の汚水がトイレ等の汚水源6へ到達する前に縦樋10内の水圧によって過剰水排出口11を自動的に開放する。このような蓋16を設けることで、過剰水の排出が必要なとき以外は常時、過剰水排出口11が閉じられるので、過剰水排出口11から異物が入り込んでしまうことが防止できる。蓋16を設けることは、過剰水排出口11を上向きにした場合に特に有効となる。 In the example of FIG. 2, a lid 16 that automatically opens and closes the excess water discharge port 11 is provided. The lid 16 always closes the excess water discharge port 11 and automatically closes the excess water discharge port 11 by the water pressure in the vertical gutter 10 before the sewage in the sewage tub 2 reaches the sewage source 6 such as a toilet. To open. By providing such a lid 16, the excess water discharge port 11 is always closed except when it is necessary to discharge excess water, so that foreign matter can be prevented from entering from the excess water discharge port 11. Providing the lid 16 is particularly effective when the excess water discharge port 11 faces upward.

なお、蓋16は、自重のみによって過剰水排出口11を閉じるものであってもよいし、自重プラスばね力で過剰水排出口11を閉じるものであってもよい。 The lid 16 may close the excess water discharge port 11 only by its own weight, or may close the excess water discharge port 11 by its own weight plus spring force.

図3には、図2の変形例が示されている。すなわち、過剰水を排出するための流路の配設態様の別例である。この例でも、過剰水を排出するための流路の全体を住宅1内の汚水源6より低い位置に配設することはもちろんである。 FIG. 3 shows a modification of FIG. That is, it is another example of the arrangement mode of the flow path for discharging excess water. Even in this example, it is a matter of course that the entire flow path for discharging excess water is disposed at a position lower than the sewage source 6 in the house 1.

図3の例では、上下に二分割された縦樋10の、上側樋13の下端13aと下側樋14の上端14bを包み込むように、上下方向に延びる筒状の連結ボックス17が配設される。この連結ボックス17は、下端に内向きフランジ18を備え、上端が開放されている。下端の内向きフランジ18は、下側樋14の外周面に対して液密に連結される。上側樋13と下側樋14の間の隙間が連結ボックス17の内部に連通しており、縦樋10を流れる雨水が連結ボックス17内にも流入できるようになっている。そして、連結ボックス17の内周面と上側樋13の下部の外周面とで画成される空間19が過剰水の流路となり、連結ボックス17の上端開口部が過剰水排出口20となる。 In the example of FIG. 3, a cylindrical connection box 17 extending in the vertical direction is disposed so as to wrap the lower end 13 a of the upper side cage 13 and the upper end 14 b of the lower side cage 14 of the vertical cage 10 divided into two vertically. The The connection box 17 includes an inward flange 18 at the lower end, and the upper end is open. The inward flange 18 at the lower end is liquid-tightly connected to the outer peripheral surface of the lower flange 14. A gap between the upper rod 13 and the lower rod 14 communicates with the inside of the connection box 17 so that rainwater flowing through the vertical rod 10 can also flow into the connection box 17. A space 19 defined by the inner peripheral surface of the connection box 17 and the outer peripheral surface of the lower side of the upper ridge 13 serves as an excess water flow path, and the upper end opening of the connection box 17 serves as an excess water discharge port 20.

縦樋10を通じて汚水桝2に流入する雨水の量が汚水桝2から下水道への排水量よりも多い場合には、汚水桝2が満杯となった後に、過剰な雨水によって連結ボックス17内の水位が上がり、過剰水排出口20から雨水がオーバーフローし、住宅の外部へと排出される。このため、汚水桝2内の汚水が逆流して住宅1内の汚水源6へと到達することが防止できる。 When the amount of rainwater flowing into the sewage basin 2 through the vertical sewer 10 is larger than the amount of drainage from the sewage basin 2 to the sewer, the water level in the connection box 17 is increased by excess rainwater after the sewage basin 2 is full. The rainwater overflows from the excess water discharge port 20 and is discharged outside the house. For this reason, it is possible to prevent the sewage in the sewage basin 2 from flowing back and reaching the sewage source 6 in the house 1.

図3の例でも、過剰水排出口20を自動的に開閉する蓋21が設けられる。この蓋21は、過剰水排出口20を常時は閉じ、且つ、汚水桝2からトイレ等へ汚水が到達する前に、連結ボックス17内の水圧によって過剰水排出口20を自動的に開放する。 Also in the example of FIG. 3, a lid 21 that automatically opens and closes the excess water discharge port 20 is provided. The lid 21 always closes the excess water discharge port 20 and automatically opens the excess water discharge port 20 by the water pressure in the connection box 17 before the sewage reaches the toilet or the like from the sewage tank 2.

蓋21は、常時は蓋受け22によって支持される。この蓋受け22は、網状等の通水可能なものであり、連結ボックス17の内周面と上側樋13の外周面との間に配設されて、連結ボックス17の内部の上部に位置する。蓋21の中央部には、上側樋13を受け入れる孔23が形成される。この孔23で案内されて蓋21が上側樋13に沿って上下動し、連結ボックス17内の水圧に応じて過剰水排出口20が自動的に開閉される。 The lid 21 is always supported by the lid receiver 22. The lid receiver 22 is water-permeable, such as a net, and is disposed between the inner peripheral surface of the connection box 17 and the outer peripheral surface of the upper flange 13 and is located at the upper part inside the connection box 17. . A hole 23 for receiving the upper flange 13 is formed at the center of the lid 21. Guided by this hole 23, the lid 21 moves up and down along the upper flange 13, and the excess water discharge port 20 is automatically opened and closed according to the water pressure in the connection box 17.

図3の例では、汚水桝2への雨水の流入量を制限する流量絞り24が設けられる。この流量絞り24は、雨水導入管4の管路において、過剰水排出口20よりも汚水桝2に近い位置に配設される。具体的には、一例として、下側樋14の上部の内部に流量絞り24が配設される。この流量絞り24は、下側樋14の流路面積を狭めることで、汚水桝2への雨水の流入量を制限する。流量絞り24によって汚水桝2への流入を制限される雨水は、連結ボックス17内を上昇して蓋受け22上の蓋21を押し上げ、過剰水排出口20から外部へ流出する。流量絞り24を設けることで、汚水桝2への雨水の流入量が予め制限されるので、汚水桝2から汚水源6への汚水の逆流が一層確実に防止できる。 In the example of FIG. 3, a flow restrictor 24 that restricts the amount of rainwater flowing into the sewage tank 2 is provided. The flow restrictor 24 is disposed at a position closer to the sewage tank 2 than the excess water discharge port 20 in the pipe of the rainwater introduction pipe 4. Specifically, as an example, a flow restrictor 24 is disposed inside the upper portion of the lower rod 14. This flow restrictor 24 restricts the amount of rainwater flowing into the sewage tank 2 by narrowing the flow path area of the lower tank 14. Rainwater whose flow into the sewage tank 2 is restricted by the flow restrictor 24 rises in the connection box 17, pushes up the lid 21 on the lid receiver 22, and flows out from the excess water discharge port 20. By providing the flow restrictor 24, the amount of rainwater flowing into the sewage trough 2 is limited in advance, so that the backflow of sewage from the sewage trough 2 to the sewage source 6 can be more reliably prevented.

流量絞り24は、地上にある縦樋10内に設けることとすれば、既存設備への追加工事を簡便に行うことができて好適である。 If the flow restrictor 24 is provided in the downpipe 10 on the ground, it is preferable that an additional work for existing equipment can be easily performed.

なお、図示してはいないが、流量絞り24は、図2の例にも適用できることは勿論である。 Although not shown, the flow restrictor 24 can of course be applied to the example of FIG.

1 住宅
2 汚水桝
4 雨水導入管
6 汚水源(トイレ等)
11,20 過剰水排出口
16,21 蓋
24 流量絞り
1 Housing 2 Wastewater basin 4 Rainwater introduction pipe 6 Sewage source (toilet, etc.)
11, 20 Excess water outlet 16, 21 Lid 24 Flow restrictor

Claims (4)

住宅の汚水を貯留して排出するための汚水桝に連通する雨水導入管に、住宅内の汚水源よりも低い流路で前記住宅の外部に開口する過剰水排出口が連通されている、汚水桝の逆流防止装置。 The sewage is connected to a rainwater introduction pipe communicating with a sewage tank for storing and discharging the sewage in the house, and an excess water discharge port that opens to the outside of the house through a flow path lower than the sewage source in the house.逆 Backflow prevention device. 前記過剰水排出口が地上において前記雨水導入管に連通される、請求項1に記載の汚水桝の逆流防止装置。 The apparatus for preventing backflow of a sewage tank according to claim 1, wherein the excess water discharge port communicates with the rainwater introduction pipe on the ground. 前記過剰水排出口を常時は閉じ、且つ、前記汚水桝内の汚水が前記汚水源へ到達する前に前記雨水導入管内の水圧によって前記過剰水排出口を自動的に開放する蓋を備える、請求項1又は2に記載の汚水桝の逆流防止装置。 A cover is provided that normally closes the excess water discharge port and automatically opens the excess water discharge port by water pressure in the rainwater introduction pipe before the sewage in the sewage basin reaches the sewage source. Item 3. An apparatus for preventing backflow of sewage basin according to item 1 or 2. 前記雨水導入管において、前記過剰水排出口よりも汚水桝に近い位置に、前記汚水桝への雨水の流入量を制限する流量絞りが設けられる、請求項1,2又は3に記載の汚水桝の逆流防止装置。 The sewage basin according to claim 1, 2 or 3, wherein in the storm water introduction pipe, a flow restrictor is provided at a position closer to the sewage basin than the excess water discharge port to limit an inflow amount of rainwater to the sewage basin. Backflow prevention device.
JP2014211483A 2014-10-16 2014-10-16 Backflow prevention device for sewage basin Pending JP2016079661A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020016096A (en) * 2018-07-26 2020-01-30 積水化学工業株式会社 Rainwater drainage device
CN113944220A (en) * 2020-07-15 2022-01-18 江苏长三角智慧水务研究院有限公司 Be used for rainwater row mouth to cut dirty clean grid system of water conservancy of preventing flowing backward
CN115012501A (en) * 2022-06-09 2022-09-06 长江生态环保集团有限公司 Detection system and method for defects of drainage pipe network

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020016096A (en) * 2018-07-26 2020-01-30 積水化学工業株式会社 Rainwater drainage device
CN113944220A (en) * 2020-07-15 2022-01-18 江苏长三角智慧水务研究院有限公司 Be used for rainwater row mouth to cut dirty clean grid system of water conservancy of preventing flowing backward
CN113944220B (en) * 2020-07-15 2023-06-02 江苏长三角智慧水务研究院有限公司 Be used for rainwater drainage to cut dirty clean grid system of anti-backflow water conservancy
CN115012501A (en) * 2022-06-09 2022-09-06 长江生态环保集团有限公司 Detection system and method for defects of drainage pipe network
CN115012501B (en) * 2022-06-09 2023-06-02 长江生态环保集团有限公司 Detection system and method for defect of drainage pipe network

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