JP2005264585A - Manhole device - Google Patents

Manhole device Download PDF

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JP2005264585A
JP2005264585A JP2004079477A JP2004079477A JP2005264585A JP 2005264585 A JP2005264585 A JP 2005264585A JP 2004079477 A JP2004079477 A JP 2004079477A JP 2004079477 A JP2004079477 A JP 2004079477A JP 2005264585 A JP2005264585 A JP 2005264585A
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sewage
pump
sewage storage
pipe
manhole
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Sunao Miyauchi
直 宮内
Masaya Hattori
正也 服部
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Kubota Corp
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Kubota Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a manhole device constructible to an existing manhole and capable of carrying out maintenance work such as routine cleaning in relatively clean environment and effectively suppressing degradation of a concrete wall and the occurrence of malodor. <P>SOLUTION: A plurality of sealed sanitary sewage storage tanks 4A, 4B which can be carried in from an opening 1A are installed in the manhole 1. The sanitary sewage storage tanks are provided with conduits 3 for leading in sanitary sewage from an inflow pipe 2, and at least one of the sanitary sewage storage tanks is provided with pumps 5A, 5B for feeding sanitary sewage in the tank to an outflow pipe 7. The plurality of sanitary sewage storage tanks are in communication through a communicating pipe 4a, and suction pipes 5a, 5b of the pumps are connected to suck sanitary sewage stored in the sanitary sewage storage tanks while swirling it in the tanks. The communicating pipe 4a communicates in an attitude along the direction of swirling flow of sanitary sewage in the tank. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、汚水発生源と汚水処理場を結ぶ汚水流下配管系の適所に構築されるマンホール装置に関する。   The present invention relates to a manhole apparatus constructed at an appropriate position of a sewage flow piping system connecting a sewage generation source and a sewage treatment plant.

従来のマンホール装置は、図6に示すように、汚水発生源と汚水処理場を結ぶ汚水流下配管系の適所に構築されるコンクリート製のマンホール1の底部に、FRPなどの繊維強化プラスチックによって成形された略円盤状の盤状体によってなる後付け式の予旋回槽11を設置するとともに、吊下げ支持された水中ポンプP1,P2の吸込口13を予旋回部13A,13Bに挿入して構成され、流入管12から流入した汚水がマンホール1内に貯留され、汚水の水位が所定水位に達すると水中ポンプP1,P2が駆動されて流出管14に送水されるように構成されていた。
特開平11−236728号公報
As shown in FIG. 6, a conventional manhole device is formed of fiber reinforced plastic such as FRP at the bottom of a concrete manhole 1 constructed at an appropriate place in a sewage flow pipe system connecting a sewage generation source and a sewage treatment plant. In addition, a retrofitting pre-swivel tank 11 made of a substantially disk-shaped disk-like body is installed, and the suction port 13 of the submersible pumps P1, P2 supported by being suspended is inserted into the pre-swivel parts 13A, 13B. The sewage flowing from the inflow pipe 12 is stored in the manhole 1, and when the sewage water level reaches a predetermined water level, the submersible pumps P1 and P2 are driven and fed to the outflow pipe.
Japanese Patent Laid-Open No. 11-236728

しかし、上述した従来のマンホール装置は、コンクリート製のマンホールを貯留槽として汚水が大気開放状態で直接に貯留されるものであったために、汚水によるコンクリート壁面の劣化や水中ポンプの故障などを防ぐべく定期的にマンホール全体を洗浄する必要があり、維持コストが嵩むという問題や、不衛生な環境下での清掃作業を余儀なくされるという問題があった。また、槽内に貯留した汚水により不快な臭気が発生して周辺環境を汚染する虞もあり、一層の改善の余地があった。   However, since the conventional manhole device described above uses a concrete manhole as a storage tank and sewage is directly stored in an open air state, in order to prevent deterioration of the concrete wall surface due to sewage and failure of the submersible pump. There is a problem that it is necessary to regularly clean the entire manhole, which increases maintenance costs, and necessitates cleaning work in an unsanitary environment. Moreover, there is a possibility that unpleasant odors are generated by the sewage stored in the tank and pollute the surrounding environment, and there is room for further improvement.

本発明は、上述の従来欠点に鑑み、既設のマンホールに対しても構築可能で、定期的洗浄などのメンテナンス作業を比較的クリーンな環境下で実施でき、しかもコンクリート壁の劣化や悪臭の発生を効果的に抑制できるマンホール装置を提供する点にある。   In view of the above-mentioned conventional drawbacks, the present invention can be constructed even for existing manholes, can perform maintenance work such as periodic cleaning in a relatively clean environment, and also causes deterioration of concrete walls and generation of bad odors. It is in the point which provides the manhole apparatus which can be suppressed effectively.

上述の目的を達成するため、本発明によるマンホール装置の第一の特徴構成は、特許請求の範囲の欄の請求項1に記載した通り、開口部から搬入可能な複数の密閉型の汚水貯留槽がマンホールに設置され、前記汚水貯留槽に流入管からの汚水を導水する導水管が設けられるとともに、前記汚水貯留槽の少なくとも一つに槽内の汚水を流出管に送水するポンプが設けられ、前記複数の汚水貯留槽が連通管で連通されている点にある。   In order to achieve the above-described object, the first characteristic configuration of the manhole device according to the present invention is a plurality of sealed sewage storage tanks that can be carried in from the opening as described in claim 1 of the claims. Is installed in the manhole, and the sewage storage tank is provided with a water conduit that guides sewage from the inflow pipe, and at least one of the sewage storage tanks is provided with a pump that supplies the sewage in the tank to the outflow pipe, The plurality of sewage storage tanks communicate with each other through a communication pipe.

上述の構成によれば、流入管からマンホールに流入する汚水は導水管を介して密閉型の汚水貯留槽に直接流入し、外気と接触することなくポンプから流出管に圧送されるので、汚水がマンホール内部に直接貯留されることが無く、マンホールから悪臭が外部に漏れることが効果的に防止できる。その結果、マンホールのコンクリート側壁が汚水と接触することによる劣化が防止でき、しかも、そのようなドライ化されたマンホールでは、比較的クリーンな環境でポンプなどの機器のメンテナンスを容易に行なうことができるので、作業性も大きく改善されるようになるのである。また、汚水貯留槽がマンホールの開口部から内部に搬入可能であるので、既存のマンホール装置であっても対応可能で、複数の汚水貯留槽を連通管により連通して設置することにより、汚水の貯留容量も十分に確保しながら、流出管へ圧送するポンプの設置台数も制限できる。従って、全体としても清掃などのメンテナンス間隔を長くでき、ランニングコスト及び設備コストも削減できるようになるのである。   According to the above configuration, the sewage flowing into the manhole from the inflow pipe directly flows into the sealed sewage storage tank via the water conduit, and is pumped from the pump to the outflow pipe without coming into contact with the outside air. There is no direct storage inside the manhole, and it is possible to effectively prevent malodor from leaking from the manhole. As a result, it is possible to prevent deterioration due to the concrete side wall of the manhole coming into contact with sewage, and in such a dried manhole, maintenance of equipment such as a pump can be easily performed in a relatively clean environment. Therefore, workability is greatly improved. In addition, since the sewage storage tank can be carried into the inside through the opening of the manhole, it can be used even with existing manhole devices. By installing a plurality of sewage storage tanks in communication with each other, While securing sufficient storage capacity, the number of pumps pumped to the outflow pipe can be limited. Therefore, the maintenance interval such as cleaning can be extended as a whole, and the running cost and equipment cost can be reduced.

同第二の特徴構成は、同欄請求項2に記載した通り、上述の第一特徴構成に加えて、前記ポンプの吸込管は、前記汚水貯留槽に貯留された汚水が槽内で旋回しながら吸引されるように接続され、前記連通管は、前記槽内の汚水の旋回流の方向に沿う姿勢で連通されている点にある。   In the second feature configuration, as described in claim 2 of the same column, in addition to the first feature configuration described above, the suction pipe of the pump causes the sewage stored in the sewage storage tank to swirl within the tank. The communication pipe is connected in a posture along the direction of the swirling flow of the sewage in the tank.

汚水貯留槽に貯留された汚水は槽内で旋回しながらポンプの吸込管流出管に吸引されるので、槽内に浮遊する固形異物なども旋回流により旋回しながら効率的に圧送される。その際に槽の内壁が旋回流により洗浄されるので、内壁に汚物が付着固化することが防止される。また、連通管も槽内の汚水の旋回流の方向に沿う姿勢で連通されるので、ポンプの吸込管が接続されている汚水貯留槽のみならず連通管で連通されている汚水貯留槽も同様の効果が得られるのである。   Since the sewage stored in the sewage storage tank is sucked into the suction pipe outflow pipe of the pump while swirling in the tank, the solid foreign matters floating in the tank are efficiently pumped while swirling by the swirling flow. At this time, since the inner wall of the tank is washed by the swirling flow, it is possible to prevent filth from adhering to the inner wall and solidifying. In addition, since the communication pipe is also communicated in a posture along the direction of the swirling flow of the sewage in the tank, not only the sewage storage tank to which the suction pipe of the pump is connected but also the sewage storage tank communicated by the communication pipe is the same. The effect is obtained.

同第三の特徴構成は、特許請求の範囲の欄の請求項3に記載した通り、上述の第一または第二特徴構成に加えて、前記汚水貯留槽は、開閉自在な蓋体により密閉されている点にある。   In the third feature configuration, in addition to the first or second feature configuration described above, the sewage storage tank is hermetically sealed by an openable / closable lid, as described in claim 3 of the claims. There is in point.

汚水貯留槽が蓋体により開閉自在に構成されているので、稼動時には蓋体を取り付けた密閉構造で悪臭の発生を防止しながら、メンテナンス時には蓋体を取り外して槽内の清掃などを容易に行なうことができるので、設備を長期にわたり安定的に運用できるのである。   Since the sewage storage tank is configured to be openable and closable by the lid, it is easy to clean the inside of the tank by removing the lid during maintenance while preventing the generation of bad odor with a sealed structure with the lid attached during operation. It is possible to operate the equipment stably for a long time.

同第四の特徴構成は、特許請求の範囲の欄の請求項4に記載した通り、上述の第一から第三の何れかの特徴構成に加えて、前記汚水貯留槽に、その開口が前記流入管の敷設高さより高位置となる空気抜き管が設けられている点にある。   In the fourth feature configuration, as described in claim 4 of the column of the claims, in addition to any of the first to third feature configurations described above, the sewage storage tank has an opening formed therein. An air vent pipe that is higher than the laying height of the inflow pipe is provided.

汚水貯留槽を完全な密閉構造に構成するとポンプによる圧送時にポンプ負荷が上昇して送水効率が低下することとなるが、空気抜き管を設けることにより不要なポンプ負荷の上昇を抑えて効率的に送水処理が可能となる。このとき、空気抜き管の開口が流入管の敷設高さより高位置になるように設けることで、貯留槽が満水状態であっても槽外への汚水の漏洩を防止できる。   If the sewage storage tank is constructed in a completely sealed structure, the pump load will increase during pumping by the pump and the water supply efficiency will decrease.However, by providing an air vent pipe, efficient pumping will be performed while suppressing an increase in unnecessary pump load. Processing is possible. At this time, by providing the opening of the air vent pipe to be higher than the laying height of the inflow pipe, leakage of sewage to the outside of the tank can be prevented even when the storage tank is full.

同第五の特徴構成は、特許請求の範囲の欄の請求項5に記載した通り、上述の第一から第四の何れかの特徴構成に加えて、前記ポンプが槽外型の水中ポンプである点にある。   In the fifth feature configuration, in addition to any of the first to fourth feature configurations described above, the pump is an out-of-tank submersible pump, as described in claim 5 of the claims. There is a point.

ポンプとして槽外型の水中ポンプを採用することでドライピットに設置されたポンプのメンテナンス性を向上させながらも、大量の降雨時などにマンホールに流れ込む雨水によるポンプの故障を防止して安定的に運転稼動させることが可能となるのである。   By adopting a submersible pump outside the tank as a pump, it is possible to improve the maintainability of the pump installed in the dry pit, but to stably prevent the pump from being damaged by rainwater flowing into the manhole during heavy rainfall. It becomes possible to operate.

同第六の特徴構成は、特許請求の範囲の欄の請求項6に記載した通り、上述の第一から第五の何れかの特徴構成に加えて、前記連通管で接続される汚水貯留槽のうち、上流側の汚水貯留槽の接続部に固形異物を除去するフィルタ機構を設けるとともに当該汚水貯留槽の汚水を前記流出管に送水するポンプに汚水用ポンプを採用し、下流側の汚水貯留槽から前記流出管に送水するポンプに清水用ポンプを設けてある点にある。   The sixth feature configuration is the sewage storage tank connected by the communication pipe in addition to any of the first to fifth feature configurations described above, as described in claim 6 in the column of the claims. Among them, a filter mechanism for removing solid foreign substances is provided at the connection portion of the upstream sewage storage tank, and a sewage pump is adopted as a pump for feeding the sewage from the sewage storage tank to the outflow pipe, thereby storing the sewage on the downstream side. The pump for feeding water from the tank to the outflow pipe is provided with a fresh water pump.

上流側の汚水貯留槽には流入管からの汚水が直接流入するので様々な固形異物が混入しているが、下流側の汚水貯留槽との連通管が接続される接続部にフィルタ機構が設けられているので、下流側の汚水貯留槽にはそのような異物の流入が阻止される。そのため、下流側の汚水貯留槽から流出管への送水ポンプとして清水用のポンプ、つまり、一般的に使用される遠心ポンプを使用して効率的に汚水を圧送することができるようになるのである。一方、異物の混入している上流側の汚水貯留槽から流出管への送水ポンプとして固形異物の通過性能のよい汚水ポンプを使用することで固形異物の混入した汚水を確実に圧送することができる。   Since the sewage from the inflow pipe flows directly into the sewage storage tank on the upstream side, various solid foreign substances are mixed in, but a filter mechanism is provided at the connection part to which the communication pipe with the sewage storage tank on the downstream side is connected. Therefore, the inflow of such foreign matter is prevented in the sewage storage tank on the downstream side. Therefore, it becomes possible to efficiently pump sewage using a pump for fresh water as a water pump from the downstream sewage storage tank to the outflow pipe, that is, a commonly used centrifugal pump. . On the other hand, by using a sewage pump with good solid foreign substance passage performance as a water pump from the upstream sewage storage tank containing foreign substances to the outflow pipe, sewage mixed with solid foreign substances can be reliably pumped. .

同第七の特徴構成は、特許請求の範囲の欄の請求項7に記載した通り、上述の第一から第六の何れかの特徴構成に加えて、前記ポンプと前記流出管を接続する吐出管路、及び、前記ポンプと前記汚水貯留槽を接続する吸込管路にバルブ機構を設けてある点にある。   In the seventh feature configuration, in addition to any one of the first to sixth feature configurations described above, the discharge that connects the pump and the outflow pipe is described in claim 7. There exists a valve mechanism in the suction pipe line which connects a pipe line and the said pump and the said sewage storage tank.

ポンプの運転を停止した時点では、流出管とポンプの吐出口を連結する吐出管路に汚水が溜まっている。また、汚水貯留槽や吸込管路にも汚水が溜まっている。そのような状態でポンプなどのメンテナンスを行なうと、吐出管路や汚水貯留槽、吸込管路に溜まった汚水が漏洩してマンホール内を汚すばかりか作業性の低下を招くことになる。そこで、吐出管路と吸込管路にバルブ機構を設けることにより、メンテナンス時に当該バルブ機構を閉塞状態に切替えることにより、汚水の漏洩を確実に防止できるようになるのである。   When the operation of the pump is stopped, sewage has accumulated in the discharge pipe connecting the outflow pipe and the discharge port of the pump. In addition, sewage is collected in the sewage storage tank and the suction pipe. If maintenance of the pump or the like is performed in such a state, the sewage accumulated in the discharge pipe, the sewage storage tank, and the suction pipe leaks and not only contaminates the inside of the manhole, but also decreases the workability. Therefore, by providing a valve mechanism in the discharge pipe and the suction pipe, it is possible to reliably prevent leakage of sewage by switching the valve mechanism to a closed state during maintenance.

以上説明した通り、本発明によれば、既設のマンホールに対しても構築可能で、定期的洗浄などのメンテナンス作業を比較的クリーンな環境下で実施でき、しかもコンクリート壁の劣化や悪臭の発生を効果的に抑制できるマンホール装置を提供することができるようになった。   As described above, according to the present invention, it is possible to construct an existing manhole, and maintenance work such as periodic cleaning can be performed in a relatively clean environment. A manhole device that can be effectively suppressed can be provided.

以下に本発明によるマンホール装置の実施の形態を説明する。図1及び図2に示すように、マンホール装置は、マンホール1内に二つの円筒状の汚水貯留槽4A,4Bと、夫々の汚水貯留槽4A,4Bから槽内の汚水を圧送するポンプ5A,5Bとを設けて構成されている。汚水貯留槽は一体で搬入できるものでも、幾つかに分割して搬入し、マンホール内で組み立てるものであってもよい。   Embodiments of a manhole device according to the present invention will be described below. As shown in FIGS. 1 and 2, the manhole device includes two cylindrical sewage storage tanks 4A and 4B and a pump 5A that pumps sewage in the tanks from the respective sewage storage tanks 4A and 4B. And 5B. The sewage storage tank may be a single unit, or may be divided into several units and assembled in a manhole.

汚水貯留槽4A,4Bは、マンホール1の底部コンクリートにアンカー1aにより固定された取付台座1bにボルトで固定設置され、互いの汚水貯留槽4A,4Bが連通管4aにより連通され、マンホール1の側壁に設けられた汚水の流入管2がバルブ機構3Aを備えた導水管3を介して一方の汚水貯留槽4Aに流入するように構成され、流入した汚水が連通管4aを介して他方の汚水貯留槽4Bにも流入して双方の汚水貯留槽4A,4Bで汚水を貯留するように構成されている。上述の汚水貯留槽4A,4Bの夫々は、マンホール1の上方に設けたメンテナンス用の小径の開口部1Aから搬入可能な大きさであるので、既設のマンホール1であっても施工が可能になり、汚水の貯留容量は汚水貯留槽の設置台数により定まるものである。   The sewage storage tanks 4A and 4B are fixedly installed with bolts on a mounting base 1b fixed to the bottom concrete of the manhole 1 by an anchor 1a, and the sewage storage tanks 4A and 4B are connected to each other by a communication pipe 4a. The sewage inflow pipe 2 provided in the sewage is configured to flow into one sewage storage tank 4A through a water conduit 3 provided with a valve mechanism 3A, and the sewage that has entered flows into the other sewage storage through a communication pipe 4a. It flows also into the tank 4B, and it is comprised so that sewage may be stored by both sewage storage tanks 4A and 4B. Each of the above-described sewage storage tanks 4A and 4B has a size that can be carried in from a small-diameter opening 1A for maintenance provided above the manhole 1, so that even an existing manhole 1 can be constructed. The storage capacity of sewage is determined by the number of sewage storage tanks installed.

また、ポンプ5A,5Bも、マンホール1の底部コンクリートにアンカー1cにより固定された取付台座1dに着脱自在にボルト固定され、ポンプ5A,5Bの吸込管5a,5bが夫々の汚水貯留槽4A,4Bに接続されるとともに、吐出管5c,5dがバルブ機構6A,6Bを介して圧送管6に接続され、汚水貯留槽4A,4Bに貯留された汚水が圧送管6からマンホール1の側壁に設けられた汚水の流出管7に圧送されるように構成されている。尚、圧送管6と流出管7の接続部には汚水の逆流を防止する逆止弁6cが設けられている。ポンプ5A,5Bのメンテナンス時には前記バルブ機構6A,6Bを閉塞状態に切替えることにより圧送管6に溜まっている汚水の漏洩が防止される。またバルブ機構8A,8Bを閉塞状態に切替えることにより、汚水貯留槽4A,4Bに溜まっている汚水の漏洩が防止される。   The pumps 5A and 5B are also detachably bolted to a mounting base 1d fixed to the bottom concrete of the manhole 1 by an anchor 1c, and the suction pipes 5a and 5b of the pumps 5A and 5B are respectively connected to the sewage storage tanks 4A and 4B. The discharge pipes 5c and 5d are connected to the pressure feed pipe 6 via the valve mechanisms 6A and 6B, and the sewage stored in the sewage storage tanks 4A and 4B is provided from the pressure feed pipe 6 to the side wall of the manhole 1. The sewage outflow pipe 7 is pumped. In addition, a check valve 6c for preventing the backflow of sewage is provided at a connection portion between the pressure feeding pipe 6 and the outflow pipe 7. When the pumps 5A and 5B are maintained, the valve mechanisms 6A and 6B are switched to the closed state, thereby preventing leakage of sewage accumulated in the pressure feeding pipe 6. Further, by switching the valve mechanisms 8A and 8B to the closed state, leakage of sewage stored in the sewage storage tanks 4A and 4B is prevented.

汚水貯留槽4A,4Bのそれぞれには圧力式の水位センサ(図示せず)が設けられ、槽内の水位が送水開始水位HWLに達するとポンプ5A,5Bの何れか一方が駆動されて、槽内の水位が送水停止水位LWLになるまで流出管7に圧送される。尚、装置の安全性の確保のために圧力式水位センサとは別にフロート式の水位センサも重複設置され、圧力式水位センサの故障時にはフロート式水位センサによりポンプの駆動制御が行なわれる。前記ポンプ5A,5Bは交互に稼動されるように負荷分散され、以ってポンプの長期安全稼動が実現されている。   Each of the sewage storage tanks 4A and 4B is provided with a pressure-type water level sensor (not shown), and when the water level in the tank reaches the water supply start water level HWL, one of the pumps 5A and 5B is driven. It is pumped to the outflow pipe 7 until the water level inside becomes the water supply stop water level LWL. In order to ensure the safety of the apparatus, a float type water level sensor is also installed in addition to the pressure type water level sensor, and when the pressure type water level sensor fails, the drive control of the pump is performed by the float type water level sensor. The pumps 5A and 5B are load-distributed so as to be operated alternately, thereby realizing a long-term safe operation of the pump.

ポンプ5A,5Bは夫々汚水貯留槽4A,4B内に貯留下汚水を槽内で旋回させながら吸込むように断面円形の側壁の接線方向に沿った姿勢となるようにその吸込管5a,5bが接続され、汚水貯留槽4A,4Bの連通管4aも槽内に形成される旋回流の方向に沿う姿勢、つまり断面円形の側壁の接線方向に沿った姿勢となるように接続されている。図2では、ポンプ5Bを駆動したときの貯留槽4A,4Bに生じる旋回流が破線で示されている。このように構成することによりポンプの稼動時に槽内に旋回流が形成され、汚水に混入する固形異物なども旋回流により効率的に圧送され、槽内壁部分も旋回流によりクリーニングされる。尚、連通管4aの断面形状は円形である必要は無く、アーチ形、楕円形など適宜構成される。   The pumps 5A and 5B are connected to the suction pipes 5a and 5b so as to be in a posture along the tangential direction of the side wall having a circular cross section so that the stored sewage is sucked into the sewage storage tanks 4A and 4B while swirling in the tanks. The communication pipes 4a of the sewage storage tanks 4A and 4B are also connected so as to have a posture along the direction of the swirl flow formed in the tank, that is, a posture along the tangential direction of the side wall having a circular cross section. In FIG. 2, the swirl flow generated in the storage tanks 4A and 4B when the pump 5B is driven is indicated by a broken line. With this configuration, a swirl flow is formed in the tank when the pump is in operation, solid foreign matters mixed in the sewage are efficiently pumped by the swirl flow, and the inner wall portion of the tank is also cleaned by the swirl flow. Note that the cross-sectional shape of the communication pipe 4a does not need to be circular, and is appropriately configured such as an arch shape or an elliptical shape.

汚水貯留槽4A,4Bは、FRPなどの繊維強化樹脂で円筒状に形成され、上部で蓋体4c,4dがクリップ機構により開閉自在に構成され、蓋体4c,4dの閉塞状態で槽内が外気と遮断される密閉状態に維持される。一方、汚水貯留槽4A,4Bの側壁上部には、その開口が流入管2の敷設高さより高位置となる空気抜き管4e,4fが設けられ、汚水貯留槽4A,4Bが満水状態であっても槽外への汚水の漏洩を防止可能にしながらも、流入管2からの汚水貯留槽への汚水流入を容易にしている。   The sewage storage tanks 4A and 4B are formed in a cylindrical shape with a fiber reinforced resin such as FRP, and the lids 4c and 4d are configured to be openable and closable by a clip mechanism at the top, and the inside of the tank is closed when the lids 4c and 4d are closed. It is maintained in a sealed state that is blocked from outside air. On the other hand, air vent pipes 4e and 4f whose openings are higher than the laying height of the inflow pipe 2 are provided on the upper side walls of the sewage storage tanks 4A and 4B, and the sewage storage tanks 4A and 4B are full. While making it possible to prevent leakage of sewage to the outside of the tank, sewage flow from the inflow pipe 2 to the sewage storage tank is facilitated.

上述したポンプ5A,5Bは、槽外型の水中汚水ポンプで構成され、ポンプの設置空間をドライピットに構成してポンプのメンテナンス性を向上させながらも、大量の降雨時などにマンホール1に流れ込む雨水によるポンプの故障を防止して安定的に運転稼動できるように構成してある。   The above-described pumps 5A and 5B are composed of submersible sewage pumps outside the tank, and the pump installation space is configured as a dry pit to improve the maintainability of the pump, while flowing into the manhole 1 during heavy rainfall. It is configured so that the pump can be prevented from malfunctioning due to rainwater and can be operated stably.

以下、本発明によるポンプ装置の別実施形態を説明する。上述の実施形態では、ポンプ5A,5Bとして槽外型の水中汚水ポンプを用いるものを説明したが、水中ポンプに限るものではなく、羽根車の回転による遠心力によって圧力を得る遠心ポンプの一例である汚水用の渦巻ポンプなど陸上ポンプを採用するものであってもよい。   Hereinafter, another embodiment of the pump device according to the present invention will be described. In the above-described embodiment, the pump 5A, 5B has been described as using an outside tank submersible sewage pump, but is not limited to a submersible pump, and is an example of a centrifugal pump that obtains pressure by centrifugal force due to rotation of an impeller. A land pump such as a vortex pump for sewage may be employed.

上述の実施形態では、ポンプ5A,5Bとして槽外型の水中汚水ポンプを用いるものを説明したが、図3に示すように、連通管4aで接続される汚水貯留槽4A,4Bのうち、上流側の汚水貯留槽4Aの接続部に固形異物を除去するフィルタ機構4gを設けるとともに当該汚水貯留槽4Aの汚水を流出管7に送水するポンプ5Aに汚水用ポンプを採用し、下流側の汚水貯留槽4Bから流出管7に送水するポンプ5Bに清水用ポンプを設けて構成されるものであってもよい。この場合には、下流側の汚水貯留槽4Bには汚水に混入する固形異物の流入がフィルタ機構4gにより阻止されるので、下流側の汚水貯留槽4Bから流出管7への送水ポンプ5Bとして清水用のポンプ、つまり、一般的に使用される遠心ポンプを使用して汚水ポンプよりも効率的に汚水を圧送することができるようになるのである。   In the above-described embodiment, the pump 5A, 5B has been described using a submersible sewage pump outside the tank, but as shown in FIG. 3, the upstream of the sewage storage tanks 4A, 4B connected by the communication pipe 4a. A filter mechanism 4g for removing solid foreign substances is provided at the connection portion of the sewage storage tank 4A on the side, and a sewage pump is adopted as the pump 5A for feeding the sewage in the sewage storage tank 4A to the outflow pipe 7, thereby storing the sewage on the downstream side The pump 5B that supplies water from the tank 4B to the outflow pipe 7 may be provided with a fresh water pump. In this case, since the inflow of solid foreign matter mixed into the sewage is blocked by the filter mechanism 4g in the downstream sewage storage tank 4B, the fresh water is used as the water feed pump 5B from the downstream sewage storage tank 4B to the outflow pipe 7. Therefore, the sewage can be pumped more efficiently than the sewage pump by using a general-purpose pump, that is, a commonly used centrifugal pump.

上述の実施形態ではマンホール1に二つの円筒状の汚水貯留槽4A,4Bを設置したものを説明したが、設置される汚水貯留槽の数は制限されるものではなく二槽以上の複数槽を設置することが可能である。例えば、図4に示すように、三槽の汚水貯留槽4A,4B,4Cを設置し、上流側の貯留槽4A及び下流側の貯留槽4Cに夫々ポンプ5A,5Bを接続し、汚水貯留槽4Aと4B、及び汚水貯留槽4Bと4Cの間に連通管4a,4bを設けるものであってもよい。この場合にも、汚水の圧送時に槽内に形成される旋回流の向きに沿った姿勢で連通管4a,4bが設けられるのが好ましい。   In the above-described embodiment, the two cylindrical sewage storage tanks 4A and 4B are installed in the manhole 1. However, the number of sewage storage tanks to be installed is not limited, and two or more tanks are provided. It is possible to install. For example, as shown in FIG. 4, three sewage storage tanks 4A, 4B, and 4C are installed, and pumps 5A and 5B are connected to the upstream storage tank 4A and the downstream storage tank 4C, respectively. The communication pipes 4a and 4b may be provided between 4A and 4B and the sewage storage tanks 4B and 4C. Also in this case, it is preferable that the communication pipes 4a and 4b are provided in a posture along the direction of the swirling flow formed in the tank when the sewage is pumped.

上述した実施形態では、円筒形状の汚水貯留槽を用いたものを説明したが、汚水貯留槽の形状はこれに限定されるものではなく、例えば、図5に示すように、水平断面が扇型形状の汚水貯留槽4A,4Bを設けてもよい。扇型形状の汚水貯留槽4A,4Bを用いる場合には、水平断面が円形のマンホール1の側壁に扇型の円弧部が沿うように配置することで、マンホール内の無駄な空間を無くして、汚水の貯留容量を稼ぐことができる。この場合にも、汚水の圧送時に槽内に形成される旋回流の向きに沿った姿勢で連通管4aが設けられるのが好ましい。   In the above-described embodiment, the cylindrical sewage storage tank is described. However, the shape of the sewage storage tank is not limited to this, and for example, as shown in FIG. Shaped sewage storage tanks 4A and 4B may be provided. When using the fan-shaped sewage storage tanks 4A and 4B, by disposing the fan-shaped arc portion along the side wall of the manhole 1 having a circular horizontal section, the useless space in the manhole is eliminated, You can earn sewage storage capacity. Also in this case, it is preferable that the communication pipe 4a is provided in a posture along the direction of the swirl flow formed in the tank when the sewage is pumped.

上述した各種の実施形態で説明したマンホール装置の具体的構造は、本発明の作用効果を奏する範囲で適宜設定可能で、上述した何れかの実施形態を適宜組み合わせて構成することも可能である。   The specific structure of the manhole device described in the various embodiments described above can be set as appropriate within the scope of the effects of the present invention, and can be configured by appropriately combining any of the above-described embodiments.

マンホール装置の側断面図Side view of manhole device マンホール装置の平面図Top view of manhole device 別実施形態を示す要部の平面図The top view of the principal part which shows another embodiment 別実施形態を示す要部の平面図The top view of the principal part which shows another embodiment 別実施形態を示す要部の平面図The top view of the principal part which shows another embodiment 従来のマンホール装置の側断面図Side view of a conventional manhole device

符号の説明Explanation of symbols

1:マンホール
1A:開口部
2:流入管
3:導水管
3A:バルブ機構
4A,4B:汚水貯留槽
4a:連通管
5A,5B:ポンプ
6:圧送管
6A,6B:バルブ機構
7:流出管
8A,8B:バルブ機構
11:予旋回槽
12:流入管
13:吸込口
13A,13B:予旋回部
14:流出管
1: Manhole 1A: Opening portion 2: Inflow pipe 3: Water guide pipe 3A: Valve mechanism 4A, 4B: Sewage storage tank 4a: Communication pipe 5A, 5B: Pump 6: Pressure feed pipe 6A, 6B: Valve mechanism 7: Outflow pipe 8A 8B: Valve mechanism 11: Pre-swirl tank 12: Inflow pipe 13: Suction port 13A, 13B: Pre-swivel part 14: Outflow pipe

Claims (7)

開口部から搬入可能な複数の密閉型の汚水貯留槽がマンホールに設置され、前記汚水貯留槽に流入管からの汚水を導水する導水管が設けられるとともに、前記汚水貯留槽の少なくとも一つに槽内の汚水を流出管に送水するポンプが設けられ、前記複数の汚水貯留槽が連通管で連通されているマンホール装置。   A plurality of sealed-type sewage storage tanks that can be carried from the opening are installed in a manhole, and the sewage storage tank is provided with a water conduit that guides sewage from the inflow pipe, and at least one of the sewage storage tanks A manhole device provided with a pump for feeding sewage inside to an outflow pipe, wherein the plurality of sewage storage tanks are connected by a communication pipe. 前記ポンプの吸込管は、前記汚水貯留槽に貯留された汚水が槽内で旋回しながら吸引されるように接続され、前記連通管は、前記槽内の汚水の旋回流の方向に沿う姿勢で連通されている請求項1記載のマンホール装置。   The suction pipe of the pump is connected so that the sewage stored in the sewage storage tank is sucked while turning in the tank, and the communication pipe is in a posture along the direction of the swirling flow of the sewage in the tank. The manhole apparatus according to claim 1, wherein the manhole apparatus is in communication. 前記汚水貯留槽は、開閉自在な蓋体により密閉されている請求項1または2記載のマンホール装置。   The manhole device according to claim 1 or 2, wherein the sewage storage tank is sealed by a lid that can be freely opened and closed. 前記汚水貯留槽に、その開口が前記流入管の敷設高さより高位置となる空気抜き管が設けられている請求項1から3の何れかに記載のマンホール装置。   The manhole device according to any one of claims 1 to 3, wherein the sewage storage tank is provided with an air vent pipe whose opening is positioned higher than a laying height of the inflow pipe. 前記ポンプが槽外型の水中ポンプである請求項1から4の何れかに記載のマンホール装置。   The manhole device according to any one of claims 1 to 4, wherein the pump is a submersible pump outside the tank. 前記連通管で接続される汚水貯留槽のうち、上流側の汚水貯留槽の接続部に固形異物を除去するフィルタ機構を設けるとともに当該汚水貯留槽の汚水を前記流出管に送水するポンプに汚水用ポンプを採用し、下流側の汚水貯留槽から前記流出管に送水するポンプに清水用ポンプを設けてある請求項1から5の何れかに記載のマンホール装置。   Among the sewage storage tanks connected by the communication pipe, a filter mechanism for removing solid foreign substances is provided at the connection part of the upstream sewage storage tank and the sewage in the sewage storage tank is supplied to the pump for sewage The manhole device according to any one of claims 1 to 5, wherein a pump is used, and a pump for fresh water is provided in a pump that supplies water from a downstream sewage storage tank to the outflow pipe. 前記ポンプと前記流出管を接続する吐出管路、及び、前記ポンプと前記汚水貯留槽を接続する吸込管路にバルブ機構を設けてある請求項1から6の何れかに記載のマンホール装置。   The manhole device according to any one of claims 1 to 6, wherein a valve mechanism is provided in a discharge pipe connecting the pump and the outflow pipe and a suction pipe connecting the pump and the sewage storage tank.
JP2004079477A 2004-03-19 2004-03-19 Manhole device Withdrawn JP2005264585A (en)

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Cited By (8)

* Cited by examiner, † Cited by third party
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EP2014922A2 (en) * 2007-05-28 2009-01-14 Oy Grundfos Pumput AB Sewage booster station
KR101697102B1 (en) * 2015-11-11 2017-01-18 주식회사 이엔시스템 Construction method for small sewage disposal tank using concrete manhole and small disposal tank constructed by this method
JP2017197976A (en) * 2016-04-27 2017-11-02 株式会社荏原製作所 Malodor prevention type drainage equipment
JP2018003343A (en) * 2016-06-29 2018-01-11 株式会社荏原製作所 Malodor preventive drainage facility
JP2018066121A (en) * 2016-10-17 2018-04-26 株式会社荏原製作所 Malodor prevention-type drainage facilities
JP2018066120A (en) * 2016-10-17 2018-04-26 株式会社荏原製作所 Malodor prevention-type drainage facilities
JP2018076665A (en) * 2016-11-07 2018-05-17 株式会社荏原製作所 Malodor preventing type drainage facility
KR20180081300A (en) * 2017-01-06 2018-07-16 주식회사 이엔시스템 Construction method of sewage treatment equipment and sewage treatment equipment by this method

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2014922A2 (en) * 2007-05-28 2009-01-14 Oy Grundfos Pumput AB Sewage booster station
EP2014922A3 (en) * 2007-05-28 2014-07-09 Oy Grundfos Pumput AB Sewage booster station
KR101697102B1 (en) * 2015-11-11 2017-01-18 주식회사 이엔시스템 Construction method for small sewage disposal tank using concrete manhole and small disposal tank constructed by this method
JP2017197976A (en) * 2016-04-27 2017-11-02 株式会社荏原製作所 Malodor prevention type drainage equipment
JP2018003343A (en) * 2016-06-29 2018-01-11 株式会社荏原製作所 Malodor preventive drainage facility
JP2018066121A (en) * 2016-10-17 2018-04-26 株式会社荏原製作所 Malodor prevention-type drainage facilities
JP2018066120A (en) * 2016-10-17 2018-04-26 株式会社荏原製作所 Malodor prevention-type drainage facilities
JP2018076665A (en) * 2016-11-07 2018-05-17 株式会社荏原製作所 Malodor preventing type drainage facility
KR20180081300A (en) * 2017-01-06 2018-07-16 주식회사 이엔시스템 Construction method of sewage treatment equipment and sewage treatment equipment by this method
KR101890269B1 (en) * 2017-01-06 2018-09-28 주식회사 이엔시스템 Construction method of sewage treatment equipment and sewage treatment equipment by this method

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