JP4924969B2 - Pressure release device in the sewer line - Google Patents

Pressure release device in the sewer line Download PDF

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JP4924969B2
JP4924969B2 JP2006213238A JP2006213238A JP4924969B2 JP 4924969 B2 JP4924969 B2 JP 4924969B2 JP 2006213238 A JP2006213238 A JP 2006213238A JP 2006213238 A JP2006213238 A JP 2006213238A JP 4924969 B2 JP4924969 B2 JP 4924969B2
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pressure release
pressure
material layer
check valve
path
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JP2008038436A (en
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貞夫 笹岡
健太郎 神田
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Tokyo Metropolitan Sewerage Service Corp
Nippon Hume Corp
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Nippon Hume Corp
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本発明は、雨水と下水とが同じ管路内を流れる形式の所謂合流式下水道において、多量降雨時における雨水の一時的な多量流入によってその下流側に生じる下水管路内の圧力を放出するための下水道管路内の圧力開放装置に関する。   In the so-called combined sewer system in which rainwater and sewage flow in the same pipeline, the present invention releases pressure in the sewage pipeline that is generated on the downstream side due to a temporary large inflow of rainwater during heavy rainfall. The present invention relates to a pressure relief device in a sewer line.

従来、下水道には、生活汚水と雨水とが同一の管路を通して処理される合流式下水道と、別々の管路を通して処理される分流式下水道とがあり、その途中には、検査、修繕、清掃等を目的として人が出入する為のマンホールが設置されている
また、上述した合流式下水道では、集中豪雨により大量の雨水が下水道管路内に一気に流入した場合、障害物を避ける為に設けられた迂回管路の手前等の流れが滞りやすい場所において局所的に管路内の空気圧及び水圧が急激に上昇し、それによりマンホール内の圧力も上昇し、マンホールの地表開口部を閉鎖する蓋が飛ばされ、通行人や車両に危険が及ぶおそれがあるという問題があった。
Conventionally, there are two types of sewerage: the combined sewerage system that treats domestic sewage and rainwater through the same pipe line, and the diverted sewer system that processes through separate pipe lines. Manholes for people to enter and exit are installed for the purpose of, etc.In addition, the above-mentioned combined sewer system is provided to avoid obstacles when a large amount of rainwater flows into the sewer line due to heavy rain. The air pressure and water pressure in the pipe line locally increase suddenly in a place where the flow is likely to stagnate, such as in front of the detour pipe line, thereby increasing the pressure in the manhole, and a lid that closes the surface opening of the manhole. There was a problem that it was thrown away and there was a risk of danger to passers-by and vehicles.

このような問題を解決するものとして、マンホールの蓋に通気孔を設け、これにマンホール内の圧力によって開く逆止弁を備えることにより、マンホール内の昇圧時に空気を放出させるもの(例えば特許文献1)や、マンホールの側壁に排気路を連通開口させておき、その排気路を道路側溝の集水桝内に開口させたもの(特許文献2)が提案されている。
特開平11−280096号公報 特開平11−280095号公報
In order to solve such a problem, a vent hole is provided in a manhole cover, and a check valve that is opened by pressure in the manhole is provided to release air when the manhole is pressurized (for example, Patent Document 1). ), Or an exhaust passage communicating with a side wall of a manhole, and the exhaust passage is opened in a water collecting trough of a road side groove (Patent Document 2).
JP-A-11-280096 JP-A-11-280095

しかし、上述の如き従来の下水道管路内の圧力開放装置において、特許文献1のように、マンホールの蓋に放圧用の弁を設けたものにあっては、マンホールの蓋自体が常閉式の逆止弁構造を設置する部分と、車道の路面を構成する上蓋との二重構造となり、全体重量が極めて大きいものとならざるを得ず、従来のように人手による開閉が極めて困難となるという問題がある。   However, in the conventional pressure release device in the sewer pipe as described above, as in Patent Document 1, if the manhole cover is provided with a pressure release valve, the manhole cover itself is a normally closed reverse. A double structure consisting of the part where the stop valve structure is installed and the top cover that forms the road surface of the roadway, and the overall weight must be extremely large, and it is extremely difficult to manually open and close as in the past. There is.

また、特許文献2のように、集水桝内にマンホール内に連通させた排気路を連通させる構造では、大量降雨時には集水桝内にも大量の水が流入するため充分な放圧効果が得られないものであり、下水道からの臭気を遮断する必要から、排気路に弁を設ける必要があるが、降雨の度に雨水が流入する集水桝に機械構造的な逆止弁を設けるとすると、これが充分に機能するように維持させることが困難であるという問題がある。   In addition, as in Patent Document 2, in the structure in which the exhaust passage communicated with the manhole is connected to the water collecting basin, a large amount of water flows into the water collecting basin when there is a heavy rainfall, so that a sufficient pressure releasing effect is obtained. Since it is not possible to shut off odors from the sewer, it is necessary to provide a valve in the exhaust passage. However, if a mechanical check valve is installed in the catchment where rainwater flows in every rain, Then, there is a problem that it is difficult to maintain this functioning sufficiently.

本発明は、上述のような従来の問題に鑑み、マンホール自体は従来と同様の構造として、集中豪雨により大量の雨水が下水管路内に流入した場合であっても管路内の圧力を適正に放出させることができ、維持管理が容易であるとともに、比較的低コストで、広い場所を要せずに設置することができる下水道管路内の圧力開放装置の提供を目的としてなされたものである。   In view of the conventional problems as described above, the present invention has the same structure as the manhole itself, and even when a large amount of rainwater flows into the sewage pipe due to heavy rain, the pressure in the pipe is appropriate. It was made for the purpose of providing a pressure relief device in a sewer pipe that can be released in a sewer line and is easy to maintain and can be installed at a relatively low cost without requiring a large space. is there.

上述の如き従来の問題を解決し、所期の目的を達成するための請求項1に記載の発明の特徴は、一端が下水道管路に連通され、他端が大気に開放可能な放圧路と、該放圧路を開閉する逆止弁とを備え、前記放圧路内の圧力上昇によって逆止弁が開き、該放圧路が大気に解放されるようにした下水道管路内の圧力開放装置において、
前記放圧路の大気側端部に、上端を大気側に露出させた中空の放圧用枡を備え、
該放圧用枡の底部に前記放圧路を連通させ、
該放圧用枡には、その上面に放圧口を備えるとともに該放圧口をグレーチングや穴あき板等の通気性蓋を通して大気に開放させ、
前記放圧用枡内には、前記放圧路の連通部分より上側に消音材層を備え、
前記逆止弁を、該消音材層の上側と前記放圧口との間を仕切り、前記放圧路内側からの加圧によって開かれる常閉型のフラップ式弁をもって構成させたことをにある。
In order to solve the above-mentioned conventional problems and achieve the intended purpose, the invention according to claim 1 is characterized in that a pressure relief passage in which one end communicates with a sewer pipe and the other end can be opened to the atmosphere. And a check valve that opens and closes the pressure release path, and the pressure in the sewer line is such that the check valve is opened by the pressure increase in the pressure release path, and the pressure release path is released to the atmosphere. In the opening device,
At the atmospheric side end of the pressure relief path, a hollow pressure relief rod having an upper end exposed to the atmosphere side is provided.
Communicating the pressure relief passage to the bottom of the pressure relief ridge,
The pressure release pad is provided with a pressure release port on its upper surface, and the pressure release port is opened to the atmosphere through a breathable lid such as a grating or a perforated plate.
In the pressure release cage, a silencer layer is provided above the communication part of the pressure release path,
The check valve is configured to have a normally closed flap valve that partitions the upper side of the sound deadening material layer and the pressure release port and is opened by pressurization from the inside of the pressure release path. .

請求項2に記載の発明の特徴は、請求項1の構成に加え、前記放圧用枡の前記消音材層の上側に、該放圧用枡内を上下に仕切る仕切り壁を備え、
前記逆止弁を、該仕切り壁に形成した通気孔を開閉するフラップ式弁をもって構成していることにある。
The feature of the invention described in claim 2 is that, in addition to the structure of claim 1, a partition wall is provided on the upper side of the sound deadening material layer of the pressure release pad to partition the inside of the pressure release pad up and down.
The check valve includes a flap valve that opens and closes a vent hole formed in the partition wall .

請求項3に記載の発明の特徴は、請求項2の構成に加え、前記仕切り壁は、1枚の板を断面V字状に折り曲げた形状に成型又は組み立てられた板状材を持って構成させ、その傾斜した上面側に前記フラップ式弁を上向きに開放可能に取り付け、該フラップ式弁を構成するフラップ弁体の自重によって常閉状態となるようにしたことにある。 According to a third aspect of the present invention, in addition to the configuration of the second aspect, the partition wall has a plate-like material formed or assembled into a shape in which one plate is bent into a V-shaped cross section. The flap type valve is attached to the inclined upper surface side so as to be openable upward, and the flap valve body constituting the flap type valve is brought into the normally closed state by its own weight.

請求項4に記載の発明の特徴は、請求項3の構成に加え、前記断面V字状配置の仕切り壁のV字型の谷底部と前記消音材層の下側の放圧用枡底部内とを連通させる通水路を前記放圧用枡の内面に形成したことにある。 According to a fourth aspect of the present invention, in addition to the configuration of the third aspect, the V-shaped valley bottom portion of the partition wall having the V-shaped cross section and the inside of the pressure release bottom portion of the sound deadening material layer are provided. Is formed on the inner surface of the pressure release pad.

請求項5に記載の発明の特徴は、請求項1の構成に加え、前記放圧用枡には、前記消音材層が収容されている部分より上側の側部に複数の分散放圧室を一体に設け、該放圧室の上面に前記放圧口をそれぞれ備え、前記放圧用枡内と前記分散放圧室内との間に前記逆止弁を備えたことにある。 According to a fifth aspect of the present invention, in addition to the configuration of the first aspect, the pressure release pad is integrally provided with a plurality of distributed pressure release chambers on a side portion above a portion where the sound deadening material layer is accommodated. to provided, comprising each said release pressure port on the upper surface of the dissipating chamber lies in having the check valve between the discharge pressure chambers in said dispersion release pressure chamber.

請求項6に記載の発明の特徴は、請求項1〜5の何れかの請求項1の構成に加え、前記消音材層は、カールした金属帯又は線状をした金属切削屑を層状に重ねて構成している
ことにある。
According to a sixth aspect of the present invention, in addition to the structure of any one of the first to fifth aspects, the silencer layer is formed by laminating curled metal bands or linear metal cutting scraps in layers. It is in the structure.

本発明に係る下水道管路内の圧力開放装置は、一端が下水道管路に連通され、他端が大気に開放可能な放圧路と、該放圧路を開閉する逆止弁とを備え、前記放圧路内の圧力上昇によって逆止弁が開き、該放圧路が大気に解放されるようにし前記放圧路の大気側端部に、上端を大気側に露出させた中空の放圧用枡を備え、該放圧用枡の底部に前記放圧路を連通させ、該放圧用枡には、その上面に放圧口を備えるとともに該放圧口をグレーチングや穴あき板等の通気性蓋を通して大気に開放させ、前記放圧用枡内には、前記放圧路の連通部分より上側に消音材層を備え、前記逆止弁を、該消音材層の上側と前記放圧口との間を仕切り、前記放圧路内側からの加圧によって開かれる常閉型のフラップ式弁をもって構成させたことにより、下水道管の放圧口をマンホール以外の場所に簡単な構造で設置することができ、集中豪雨により大量の雨水が下水菅路内に一気に流入した場合にあっても、下水管路内の圧力を一定に保ち、マンホールの蓋が圧力により飛ばされるのを防止することができる。 The pressure relief device in the sewer pipe according to the present invention comprises a pressure relief path having one end communicating with the sewer pipe and the other end openable to the atmosphere, and a check valve for opening and closing the pressure relief path , The check valve is opened by the pressure rise in the pressure release path, and the pressure release path is released to the atmosphere so that the upper end of the pressure release path is exposed to the atmosphere and the upper end is exposed to the atmosphere side. A pressure relief opening is provided on the upper surface of the pressure release ridge, and the pressure relief opening is provided with a breathable lid such as a grating or a perforated plate. The pressure release pad is provided with a sound deadening material layer above the communicating part of the pressure release passage, and the check valve is disposed between the pressure deadening material layer and the pressure release port. the partition, by which is configured with a normally-closed flap type valve which is opened by the pressure from the pressure discharge path inside, sewer pipe The pressure port can be installed in a place other than the manhole with a simple structure, and even if a large amount of rainwater flows into the sewer sluice due to heavy rain, the pressure in the sewage pipe is kept constant. It is possible to prevent the manhole cover from being blown off by pressure.

また、前記放圧用枡の前記消音材層の上側に、該放圧用枡内を上下に仕切る仕切り壁を備え、前記逆止弁を、該仕切り壁に形成した通気孔を開閉するフラップ式弁をもって構成していることにより、必要な構成部品をコンパクトに枡内に納めることができる。 In addition, a partition wall for vertically partitioning the inside of the pressure release cage is provided above the sound deadening material layer of the pressure release cage, and the check valve has a flap valve that opens and closes a vent hole formed in the partition wall. By comprising , a required component can be stored compactly in a cage.

更に、前記仕切り壁は、1枚の板を断面V字状に折り曲げた形状に成型又は組み立てられた板状材を持って構成させ、その傾斜した上面側に前記フラップ式弁を上向きに開放可能に取り付け、該フラップ式弁を構成するフラップ弁体の自重によって常閉状態となるようにしたことにより、フラップ式逆止弁の構造が弁体の自重によって閉鎖方向の状態を維持できる簡単な構造となる。 Furthermore, the partition wall is configured by holding a plate-like material molded or assembled into a shape in which a single plate is bent into a V-shaped cross section, and the flap valve can be opened upward on the inclined upper surface side. The structure of the flap type check valve can be maintained in the closing direction by the dead weight of the valve body by being normally closed by the dead weight of the flap valve body constituting the flap type valve. It becomes.

更に、前記断面V字状配置の仕切り壁のV字型の谷底部と前記消音材層の下側の放圧用枡底部内とを連通させる通水路を前記放圧用枡の内面に形成したことにより、枡上端の放圧口から侵入する雨水を消音材層を通さずに流下させることができ、消音材層を長持ちさせることができる。 Furthermore, by forming a water passage for communicating the V-shaped valley bottom of the partition wall having the V-shaped cross section with the inside of the pressure release bottom of the sound deadening material layer on the inner surface of the pressure release pad. The rainwater entering from the pressure release port at the upper end of the ridge can be allowed to flow without passing through the sound deadening material layer, and the sound deadening material layer can be prolonged.

更に、前記放圧用枡には、前記消音材層が収容されている部分より上側の側部に複数の分散放圧室を一体に設け、該放圧室の上面に前記放圧口をそれぞれ備え、前記放圧用枡内と前記分散放圧室内との間に前記逆止弁を備えたことにより、開放される圧力が分散され、圧力の開放、即ち空気の噴出を緩和することができる。
更に、前記消音材層を、カールした金属帯又は線状をした金属切削屑を層状に重ねて構成していることにより、金属加工工場にて発生する廃材を殆んど無加工で使用することができ、しかも切削屑は縁部が鋭利であることが多く、効果的な消音作用が得られる。
Further, the pressure release basin is integrally provided with a plurality of distributed pressure release chambers on the side portion above the portion in which the sound deadening material layer is accommodated, and the pressure release port is provided on the upper surface of the pressure release chamber. Since the check valve is provided between the pressure release cage and the dispersion pressure release chamber, the released pressure is dispersed, and the release of the pressure, that is, the ejection of air can be reduced.
Furthermore, the silencing material layer is formed by layering curled metal strips or linear metal cutting scraps in layers, so that waste materials generated in a metal processing factory can be used almost without processing. In addition, the cutting scrap often has a sharp edge, and an effective silencing action is obtained.

次に、本発明に係る下水道管路内の圧力開放装置を図面に示した実施例に基づいて説明する。   Next, a pressure relief device in a sewer pipe according to the present invention will be described based on an embodiment shown in the drawings.

先ず、本発明の第一実施例を図1〜図8について説明する。同図において、符号1は下水道管路であり、1aはマンホール、2は下水道管路1の所望の位置に連通させて地上側に延長させた放圧路である。この放圧路2は例えば下流側に下水が滞留し易い部分や水流抵抗が大きくなる湾曲部がある場所など、集中豪雨時に下水道管路内が高圧化し易い部分に設置する。   First, a first embodiment of the present invention will be described with reference to FIGS. In the figure, reference numeral 1 is a sewer line, 1a is a manhole, and 2 is a pressure release line that is communicated with a desired position of the sewer line 1 and extended to the ground side. The pressure release path 2 is installed in a part where the pressure in the sewer line is likely to be increased during a heavy rain, such as a part where sewage tends to stay downstream or a curved part where water flow resistance increases.

放圧路2の地上側端部が、地上に露出させて埋設した放圧用枡3に連通されている。放圧用枡3は図2〜図7に示すように、断面が方形状をした有底の角筒状に形成され、その底部中央に放圧路2の上端が連通開口されている。この放圧用枡3は工場で製造したプレキャストコンクリート製品を搬入して埋設施工することによって設置しても良く、現場内のコンクリートにより現場施工によって成型してもよい。   The ground side end portion of the pressure release path 2 communicates with a pressure release cage 3 that is exposed and buried on the ground. As shown in FIGS. 2 to 7, the pressure release cage 3 is formed in a rectangular tube with a bottom having a square cross section, and the upper end of the pressure release path 2 is open at the center of the bottom. The pressure release cage 3 may be installed by carrying in a precast concrete product manufactured in a factory and burying it, or may be molded by on-site construction using concrete in the site.

放圧用枡3の底部には放圧路の開口部から物の落下を防止するグレーチングからなる底蓋4が施蓋されており、その上側に消音材層5が放圧枡3内の全断面を閉鎖する配置に設置されている。この消音材層5は放圧用枡3の内周面に固定した上下配置のブラケット6,6によって固定されており、リング状の外枠7の上下開放部にグレーチング又は金網からなる通気性の大きい上下面構成部材8,8が固定され、これら外枠7と上下面構成部材8,8によって囲まれた内部空間に、旋盤その他の金属切削機による金属加工時に発生するカールした線状の金属切削屑9を、大きい通気性を持たせた状態で充填して構成されている。   A bottom cover 4 made of a grating for preventing objects from falling from the opening of the pressure release passage is applied to the bottom of the pressure release basket 3, and the sound deadening material layer 5 is entirely cross-sectioned inside the pressure release bowl 3. It is installed in a closed configuration. The sound deadening material layer 5 is fixed by upper and lower brackets 6 and 6 fixed to the inner peripheral surface of the pressure release cage 3, and has a large air permeability made of a grating or a metal mesh at the upper and lower open portions of the ring-shaped outer frame 7. Upper and lower surface constituent members 8 and 8 are fixed, and curled linear metal cutting generated in metal processing by a lathe or other metal cutting machine in an internal space surrounded by the outer frame 7 and the upper and lower surface constituent members 8 and 8. The scraps 9 are filled and filled with a large air permeability.

また、放圧用枡3内の前記消音材層5の上側には放圧用枡3内を上下に仕切る仕切り壁10が設置されている。この仕切り壁10は、1枚の板材をその中央でV状に折り曲げた配置の一対の傾斜板部10a,10bをもって構成されている。そしてそのV型の底部両端に、下向きに窪ませた凹陥部11,11が形成され、その凹陥部11,11に面した放圧用枡内面に雨水流下用の縦溝12,12が前記消音材層5の下側まで連続した配置に設けられ、これによって谷底部と前記消音材層の下側の放圧用枡底部内とを連通させる通水路が構成されている。
仕切り壁10上に流れ込んだ雨水は、凹陥部11と縦溝12とからなる通水路を通り、消音材層5内を避け下方に流下されるようになっている。
A partition wall 10 is provided above the sound deadening material layer 5 in the pressure release cage 3 to partition the pressure release cage 3 up and down. The partition wall 10 is composed of a pair of inclined plate portions 10a and 10b arranged so that one plate member is bent in a V shape at the center thereof. Then, concave portions 11 and 11 recessed downward are formed at both ends of the bottom of the V shape, and vertical grooves 12 and 12 for rainwater flow are formed on the inner surface of the pressure release ridge facing the concave portions 11 and 11, respectively. It is provided in a continuous arrangement up to the lower side of the layer 5, thereby forming a water passage that communicates the bottom of the valley with the inside of the pressure release bottom of the sound deadening material layer.
The rainwater that has flowed onto the partition wall 10 passes through a water passage formed by the recessed portion 11 and the vertical groove 12, and flows downward while avoiding the inside of the sound deadening material layer 5.

仕切り壁10にフラップ式弁をもって構成された逆止弁が備えられている。即ち、仕切り壁10の両傾斜板部10a,10bには水平方向に向けた窓穴13,13がそれぞれ2列配置に開口されており、この各窓穴13の上側にフラップ弁体14が、各窓穴13の上側縁部に枢支されており、このフラップ弁体14によって窓穴13が閉じられるようになっているとともに、仕切り壁10の下側からの加圧力によって、図3に仮想線で示すように垂直に近い角度まで動作可能な状態に取り付けられており、通常時はフラップ弁体14の自重によって窓穴13が閉じられた状態が維持されるようになっている。 The partition wall 10 is provided with a check valve configured with a flap valve . That is, the two inclined plate portions 10a, 10b of the partition wall 10 are opened with two horizontal rows of window holes 13, 13 in the horizontal direction, and flap valve bodies 14 are provided above the window holes 13, respectively. It is pivotally supported on the upper edge of each window hole 13, and the window hole 13 is closed by the flap valve body 14, and the virtual pressure in FIG. As shown by the line, it is attached so as to be operable up to an angle close to vertical, and the state in which the window hole 13 is closed by the dead weight of the flap valve body 14 is normally maintained.

放圧用枡3の上端開口が放圧口16となっており、これにはグレーチングによる通気性蓋15が施蓋されている。この通気性蓋は、グレーチングの他、金網や通気性の大きい穴あき板を使用することができる。   The upper end opening of the pressure release cage 3 is a pressure release port 16, which is covered with a breathable lid 15 by grating. As the air-permeable lid, besides a grating, a wire mesh or a perforated plate having a large air permeability can be used.

次に、本発明の第二実施例を図9〜図11を参照して説明する。尚前述した第一実施例と同一部分には同一符号を付して重複説明を省略する。   Next, a second embodiment of the present invention will be described with reference to FIGS. In addition, the same code | symbol is attached | subjected to the same part as 1st Example mentioned above, and duplication description is abbreviate | omitted.

この実施例では、放圧用枡3の上半部、即ち前記消音材層5が収容されている部分より上側の両側面にそれぞれ分散放圧室20,20が備えられている。尚、この分散放圧室20は、放圧用枡3の両側面の2個のほか、他の面にも同様に設けても良い。この各分散放圧室20と放圧用枡3内とは窓穴21を通じて互いに連通されており、この窓穴21の分散放圧室20内側がフラップ弁体22によって閉鎖されるようになっている。 In this embodiment, distributed pressure relief chambers 20 and 20 are provided on the upper half of the pressure relief basket 3, that is, on both side surfaces above the portion where the sound deadening material layer 5 is accommodated . In addition, you may provide this dispersion | distribution pressure release chamber 20 in the other surface similarly other than two of the both sides | surfaces of the pressure release ridge 3. FIG. Each of the dispersion pressure release chambers 20 and the inside of the pressure release cage 3 communicate with each other through a window hole 21, and the inside of the dispersion pressure release chamber 20 of the window hole 21 is closed by a flap valve body 22. .

窓穴21の分散放圧室20側には上側を放圧用枡3内側に傾斜させた弁座面23が形成され、フラップ弁体22はその上端側が枢支され、通常時は自重によって弁座面23に当接することにより窓穴21を閉鎖し、放圧用枡3内側からの加圧によって開かれるようになっており、これによって逆止弁を構成している。 A valve seat surface 23 whose upper side is inclined toward the inside of the pressure release rod 3 is formed on the side of the dispersion pressure release chamber 20 of the window hole 21, and the upper end side of the flap valve body 22 is pivotally supported. The window hole 21 is closed by coming into contact with the surface 23 and is opened by pressurization from the inside of the pressure release cage 3, thereby constituting a check valve .

各分散放圧室20の上面には放圧口24が開口され、この放圧口24にグレーチングからなる通気性蓋25が施蓋されている。また、放圧用枡3の上端には作業用口26が開口され、不通気性の蓋27をもって内圧によっては開かれないように閉鎖されている。   A pressure release port 24 is opened on the upper surface of each dispersion pressure release chamber 20, and a breathable lid 25 made of grating is applied to the pressure release port 24. In addition, a work port 26 is opened at the upper end of the pressure release basket 3 and is closed with an air-impermeable lid 27 so as not to be opened by internal pressure.

放圧用枡3の底部には前述した第一実施例と同様に放圧路2が連通開口されており、その上側には同じく消音材層5が設置されている。尚、図中28は雨水流下孔である。   The pressure release passage 2 is opened to the bottom of the pressure release basket 3 in the same manner as in the first embodiment described above, and the sound deadening material layer 5 is also installed on the upper side. In the figure, 28 is a rainwater flow hole.

本発明に係る第一実施例の圧力開放装置を備えた下水道設備の概略を示す断面図である。It is sectional drawing which shows the outline of the sewer installation provided with the pressure release apparatus of the 1st Example which concerns on this invention. 図2中の本発明に係る圧力開放装置の第一実施例の平面図である。It is a top view of the 1st Example of the pressure release apparatus which concerns on this invention in FIG. 図2中のA−A線断面図である。It is the sectional view on the AA line in FIG. 図2中のB−B線断面図である。It is the BB sectional view taken on the line in FIG. 図3中のC−C線断面図である。It is CC sectional view taken on the line in FIG. 図3中のD−D線断面図である。It is the DD sectional view taken on the line in FIG. 図3中のE−E線断面図である。It is the EE sectional view taken on the line in FIG. 図2に示す第一実施例に使用している消音材層部分の斜視図である。FIG. 3 is a perspective view of a sound deadening material layer portion used in the first embodiment shown in FIG. 2. 本発明に係る圧力開放装置の第二実施例の縦断面図である。It is a longitudinal cross-sectional view of the second embodiment of the pressure release device according to the present invention. 図9中のF−F線断面図である。It is the FF sectional view taken on the line in FIG. 図9中のG−G線断面図である。It is the GG sectional view taken on the line in FIG.

1 下水道管路
2 放圧路
3 放圧用枡
4 底蓋
5 消音材層
6 ブラケット
7 外枠
8 上下面構成部材
9 金属切削屑
10 仕切り壁
10a,10b 傾斜板部
11 凹陥部
12 縦溝
13 窓穴
14 フラップ弁体
15 通気性蓋
16 放圧口
20 分散放圧室
21 窓穴
22 フラップ弁体
23 弁座面
24 放圧口
25 通気性蓋
26 作業用口
27 蓋
28 雨水流下孔
DESCRIPTION OF SYMBOLS 1 Sewer pipe line 2 Pressure release path 3 Pressure release pad 4 Bottom cover 5 Sound deadening material layer 6 Bracket 7 Outer frame 8 Upper and lower surface component 9 Metal cutting waste 10 Partition walls 10a and 10b Inclined plate part 11 Recessed part 12 Vertical groove 13 Window Hole 14 Flap valve body 15 Breathable lid 16 Pressure release port 20 Dispersion pressure release chamber 21 Window hole 22 Flap valve body 23 Valve seat surface 24 Pressure release port 25 Breathable lid 26 Work port 27 Lid 28 Rainwater flow hole

Claims (6)

一端が下水道管路に連通され、他端が大気に開放可能な放圧路と、該放圧路を開閉する逆止弁とを備え、前記放圧路内の圧力上昇によって逆止弁が開き、該放圧路が大気に解放されるようにした下水道管路内の圧力開放装置において、
前記放圧路の大気側端部に、上端を大気側に露出させた中空の放圧用枡を備え、
該放圧用枡の底部に前記放圧路を連通させ、
該放圧用枡には、その上面に放圧口を備えるとともに該放圧口をグレーチングや穴あき板等の通気性蓋を通して大気に開放させ、
前記放圧用枡内には、前記放圧路の連通部分より上側に消音材層を備え、
前記逆止弁を、該消音材層の上側と前記放圧口との間を仕切り、前記放圧路内側からの加圧によって開かれる常閉型のフラップ式弁をもって構成させたことを特徴としてなる下水道管路内の圧力開放装置。
One end is connected to a sewer pipe, and the other end is provided with a pressure release path that can be opened to the atmosphere, and a check valve that opens and closes the pressure release path, and the check valve opens when the pressure in the pressure release path increases. , In a pressure relief device in a sewer line in which the pressure relief passage is released to the atmosphere ,
At the atmospheric side end of the pressure relief path, a hollow pressure relief rod having an upper end exposed to the atmosphere side is provided.
Communicating the pressure relief passage to the bottom of the pressure relief ridge,
The pressure release pad is provided with a pressure release port on its upper surface, and the pressure release port is opened to the atmosphere through a breathable lid such as a grating or a perforated plate.
In the pressure release cage, a silencer layer is provided above the communication part of the pressure release path,
The check valve is configured with a normally closed flap valve that partitions the upper side of the silencer layer and the pressure release port and is opened by pressurization from the inside of the pressure release path. A pressure relief device in the sewer line.
前記放圧用枡の前記消音材層の上側に、該放圧用枡内を上下に仕切る仕切り壁を備え、
前記逆止弁を、該仕切り壁に形成した通気孔を開閉するフラップ式弁をもって構成している請求項1に記載の下水道管路内の圧力開放装置。
On the upper side of the sound deadening material layer of the pressure release pad, provided with a partition wall that partitions the pressure release pad up and down,
The pressure release device in the sewage pipe line according to claim 1, wherein the check valve is configured with a flap valve that opens and closes a vent hole formed in the partition wall .
前記仕切り壁は、1枚の板を断面V字状に折り曲げた形状に成型又は組み立てられた板状材を持って構成させ、その傾斜した上面側に前記フラップ式弁を上向きに開放可能に取り付け、該フラップ式弁を構成するフラップ弁体の自重によって常閉状態となるようにしてなる請求項2に記載の下水道管路内の圧力開放装置。 The partition wall has a plate-like material formed or assembled into a shape in which a single plate is bent into a V-shaped cross section, and the flap valve is attached to the inclined upper surface side so as to be opened upward. The pressure release device in the sewer pipe line according to claim 2, wherein the flap valve body is normally closed by its own weight. 前記断面V字状配置の仕切り壁のV字型の谷底部と前記消音材層の下側の放圧用枡底部内とを連通させる通水路を前記放圧用枡の内面に形成してなる請求項3に記載の下水道管路内の圧力開放装置。 A water passage that connects the V-shaped valley bottom of the partition wall having the V-shaped cross section and the inside of the pressure release bottom of the sound deadening material layer is formed on the inner surface of the pressure release pad. 3. A pressure relief device in the sewer line according to 3. 前記放圧用枡には、前記消音材層が収容されている部分より上側の側部に複数の分散放圧室を一体に設け、該放圧室の上面に前記放圧口をそれぞれ備え、前記放圧用枡内と前記分散放圧室内との間に前記逆止弁を備えたことを特徴としてなる請求項1に記載の下水道管路内の圧力開放装置。 The pressure release pad is provided integrally with a plurality of distributed pressure release chambers on the side portion above the portion in which the sound deadening material layer is accommodated, and the pressure release port is provided on the upper surface of the pressure release chamber , 2. The pressure release device in a sewer pipe according to claim 1, wherein the check valve is provided between the pressure release tank and the dispersion pressure release chamber. 前記消音材層は、カールした金属帯又は線状をした金属切削屑を層状に重ねて構成している請求項1〜5の何れか1に記載の下水道管路内の圧力開放装置。 The pressure-reducing device in a sewer pipe according to any one of claims 1 to 5, wherein the sound deadening material layer is formed by laminating curled metal bands or linear metal cutting scraps in layers.
JP2006213238A 2006-08-04 2006-08-04 Pressure release device in the sewer line Active JP4924969B2 (en)

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