JPH0752237Y2 - Vacuum type sewer system - Google Patents

Vacuum type sewer system

Info

Publication number
JPH0752237Y2
JPH0752237Y2 JP1990103116U JP10311690U JPH0752237Y2 JP H0752237 Y2 JPH0752237 Y2 JP H0752237Y2 JP 1990103116 U JP1990103116 U JP 1990103116U JP 10311690 U JP10311690 U JP 10311690U JP H0752237 Y2 JPH0752237 Y2 JP H0752237Y2
Authority
JP
Japan
Prior art keywords
water level
water
vacuum
level detection
drainage
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 - Lifetime
Application number
JP1990103116U
Other languages
Japanese (ja)
Other versions
JPH0461186U (en
Inventor
洋介 竹本
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kubota Corp
Original Assignee
Kubota Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kubota Corp filed Critical Kubota Corp
Priority to JP1990103116U priority Critical patent/JPH0752237Y2/en
Publication of JPH0461186U publication Critical patent/JPH0461186U/ja
Application granted granted Critical
Publication of JPH0752237Y2 publication Critical patent/JPH0752237Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】 [産業上の利用分野] 本考案は、スカムやゴムボール、板材、樹脂シート、ビ
ニール袋などの樹脂フィルムなどの浮遊異物を含んだ下
水を貯水槽に流入させ、この貯水槽内の水位が設定され
た排水水位以上になったとき、真空排水するように構成
されている真空式下水道装置に関する。
[Detailed Description of the Invention] [Industrial field of application] The present invention allows sewage containing floating foreign substances such as scum, rubber balls, plate materials, resin sheets, and resin films such as vinyl bags to flow into a water tank. The present invention relates to a vacuum sewer system configured to perform vacuum drainage when the water level in a water tank reaches or exceeds a set drainage water level.

[従来の技術] 従来より、第9図に示す貯水槽(汚水マス)1の蓋体1A
に取付けられた垂直軸線をもつ吸込管2が貯水槽1に挿
入され、この吸込管2がエルボ3を介して真空弁4の入
口4Aに接続され、吸込管2の近傍に、これと平行に貯水
槽1に挿入される水位検知管5が蓋体1Aに取付けられる
とともに、真空弁4の出口4Bを真空排水系6に接続した
構造の真空式下水道装置は既に知られている。
[Prior Art] Conventionally, a lid 1A of a water storage tank (sewage mass) 1 shown in FIG.
A suction pipe 2 having a vertical axis attached to is inserted into a water tank 1, and this suction pipe 2 is connected to an inlet 4A of a vacuum valve 4 via an elbow 3 in the vicinity of the suction pipe 2 and in parallel therewith. A vacuum sewer system having a structure in which a water level detection pipe 5 to be inserted into a water storage tank 1 is attached to a lid 1A and an outlet 4B of a vacuum valve 4 is connected to a vacuum drainage system 6 is already known.

この種の真空式下水道装置では、複数の下水流入管7,7
から貯水槽1に下水(汚水)が流入して、貯水槽1の水
位が水位検知管5の先端を封水するレベルWL1以上に高
くなることで、高さに応じて上昇する水位検知管5に閉
じ込められた空気の圧力によって水位を検知し、水位が
設定された排水水位WL2に到達したときの管内圧力によ
り真空弁4を自動開弁し、真空排水系6の負圧を吸込管
2に作用させて、貯水槽1に留った下水を吸引排出する
ようにしている。
In this type of vacuum sewer system, multiple sewer inflow pipes 7,7
Sewage (dirty water) flows from the water tank 1 into the water tank 1, and the water level in the water tank 1 rises above the level WL1 for sealing the tip of the water level detecting tube 5 to rise according to the height. The water level is detected by the pressure of the air trapped inside, and the vacuum valve 4 is automatically opened by the pipe internal pressure when the water level reaches the set drain water level WL2, and the negative pressure of the vacuum drainage system 6 is transferred to the suction pipe 2. The sewage remaining in the water storage tank 1 is sucked and discharged by being operated.

[考案が解決しようとする課題] ところが、従来の真空式下水道装置に採用されている水
位検知管5は、その環状先端面5Aが水平に形成された構
造になっっている。
[Problems to be Solved by the Invention] However, the water level detection pipe 5 employed in the conventional vacuum sewer system has a structure in which the annular front end surface 5A is horizontally formed.

したがって、貯水槽1の水位がWL1よりも下位のWL3にあ
るときに、下水に含まれている各種の異物のうち水より
も比重の小さい素材によってなる例えばボール、板材、
樹脂シートもしくは樹脂フィルムなどの浮遊異物が貯水
槽1に流入すると、水位がWL1以上に上昇することで、
第10図および第11図に示すように、浮遊異物8によって
水位検知管5の環状先端面5Aが閉塞されるおそれがあ
る。
Therefore, when the water level of the water tank 1 is at WL3 lower than WL1, it is made of a material having a smaller specific gravity than water among various foreign substances contained in the sewage, such as balls, plates,
When a floating foreign matter such as a resin sheet or resin film flows into the water tank 1, the water level rises above WL1.
As shown in FIGS. 10 and 11, the floating foreign matter 8 may block the annular tip surface 5A of the water level detection pipe 5.

このように、浮遊異物8によって水位検知管5の環状先
端面5Aが閉塞されると、貯水槽1の水位が排水水位WL2
に到達しているにもかかわらず、水位検知管5内の空気
圧が上昇しないので、水位検知がなされず、真空弁4が
開弁されないので、貯水槽1からの排水が妨げられて溢
水する不都合を招くことになる。
In this way, when the floating tip 8A of the water level detection pipe 5 is blocked by the floating foreign matter 8, the water level in the water storage tank 1 becomes the drain water level WL2.
However, since the air pressure in the water level detection pipe 5 does not rise, the water level is not detected and the vacuum valve 4 is not opened. Therefore, the drainage from the water storage tank 1 is disturbed and overflows. Will be invited.

本考案は上記のような実情に鑑みてなされたもので、水
位検知管の環状先端面が貯水槽に流入する浮遊異物によ
って閉塞されることを防止して、排水水位に到達したと
き、その水位の確実な検知により所定の排水機能を確実
に発揮させることができる真空式下水道装置を提供する
ことを目的としている。
The present invention has been made in view of the above circumstances, and prevents the annular tip surface of the water level detection pipe from being blocked by floating foreign matter flowing into the water storage tank, and when the water level reaches the drainage water level. It is an object of the present invention to provide a vacuum sewer system capable of reliably exhibiting a predetermined drainage function by reliably detecting the above.

[課題を解決するための手段] 上記目的を達成するために、本考案に係る真空式下水道
装置は、下水が流入する貯水槽と、この貯水槽に挿入さ
れて該貯水槽内の水位が設定排水水位に到達したとき、
その管内圧力により水位を検知する水位検知管と、真空
排水系の負圧が作用される状態で上記貯水槽に挿入され
た下水吸込管と、上記真空排水系に介在されて上記水位
検知管が上記設定排水水位を検知したことに応答して自
動的に開弁される真空弁とを備えた真空式下水道装置に
おいて、上記水位検知管の環状先端面の少なくとも一部
に先端の水平基準線から上下方向の少なくとも一方に変
位する変位部が形成されているものである。
[Means for Solving the Problems] In order to achieve the above object, a vacuum sewer system according to the present invention is provided with a water tank into which sewage flows, and a water level set in the water tank by being inserted into the water tank. When the drainage level is reached,
The water level detection pipe for detecting the water level by the pressure in the pipe, the sewage suction pipe inserted into the water storage tank under the negative pressure of the vacuum drainage system, and the water level detection pipe interposed in the vacuum drainage system. In a vacuum type sewer system equipped with a vacuum valve that is automatically opened in response to detecting the set drainage water level, in at least a part of the annular tip surface of the water level detection pipe from a horizontal reference line at the tip. A displacement portion that displaces in at least one of the vertical direction is formed.

[作用] 本考案によれば、貯水槽に流入したスラムやゴムボール
などの浮遊異物が水位検知管の環状先端面に対応位置す
る状態になっても、その水位検知管の内部を、管先端の
水平基準線から上下方向の少なくとも一方に変位する変
位部を介して貯水槽に対して連通状態に保持することが
可能である。したがって、貯水槽の水位が排水水位にま
で到達したときは、水位検知管内の空気圧の上昇にとも
なう水位検知を確実にして真空弁を自動開弁させ、所定
の真空排水機能が確実に達成されることになる。
[Operation] According to the present invention, even if floating foreign matter such as a slam or a rubber ball that has flowed into the water tank is positioned corresponding to the annular tip surface of the water level detection pipe, the inside of the water level detection pipe is It is possible to hold the tank in communication with the water storage tank through a displacement portion that is displaced in at least one of the vertical direction from the horizontal reference line. Therefore, when the water level in the water storage tank reaches the drainage water level, the water level is detected with the rise of the air pressure in the water level detection pipe, the vacuum valve is automatically opened, and the predetermined vacuum drainage function is reliably achieved. It will be.

[実施例] 以下、本考案の実施例を図面に基づいて説明する。[Embodiment] An embodiment of the present invention will be described below with reference to the drawings.

第1図は吸込管および水位検知管の正面図、第2図は同
側面図を示す。なお、前記第9図ないし第11図で述べた
従来例と同一もしくは相当部分には、同一符号を付して
説明する。
FIG. 1 is a front view of the suction pipe and the water level detection pipe, and FIG. 2 is a side view of the same. It should be noted that the same or corresponding parts as those of the conventional example described in FIGS.

第1図および第2図において、貯水槽1に挿入されてい
る吸込管2および水位検知管5の環状先端面2A,5Aに
は、互いに対向する2位置において水平基準線Aから上
方へ山形に変位する変位部9,9を形成してある。
In FIG. 1 and FIG. 2, the annular tip surfaces 2A, 5A of the suction pipe 2 and the water level detection pipe 5 inserted in the water storage tank 1 are upwardly angled from the horizontal reference line A at two positions facing each other. Displacement portions 9 and 9 which are displaced are formed.

このように構成された吸込管2および水位検知管5を備
えた第9図に示す真空式下水道装置の作用について説明
する。
The operation of the vacuum sewer system shown in FIG. 9 provided with the suction pipe 2 and the water level detection pipe 5 configured as described above will be described.

貯水槽1の水位がWL1よりも下位のWL3にあるときに、下
水とともに水よりも比重の小さい素材によってなる、例
えばボール、板材、樹脂シートもしくは樹脂フィルムな
どの浮遊異物8が貯水槽1に流入し、水位がWL1以上に
上昇することで、浮力の生じている浮遊異物8が第1図
および第2図の仮想線X,Yで示すように、吸込管2もし
くは水位検知管5の環状先端面2A,5Aに対応しても、吸
込管2と水位検知管5の内部は、先端の水平基準線Aか
ら上向きに山形に変位する変位部9,9を介して貯水槽1
に連通することになる。
When the water level of water tank 1 is at WL3 lower than WL1, it is made of a material with a smaller specific gravity than water together with sewage, for example, floating foreign matter 8 such as balls, plates, resin sheets or resin films flows into water tank 1. However, when the water level rises above WL1, the floating foreign matter 8 in which buoyancy is generated, as shown by the phantom lines X and Y in FIGS. 1 and 2, has an annular tip of the suction pipe 2 or the water level detection pipe 5. Even if it corresponds to the surfaces 2A and 5A, the insides of the suction pipe 2 and the water level detection pipe 5 are displaced from the horizontal reference line A at the tip end in a mountain shape by displacing portions 9 and 9 upward to form a water tank 1.
Will be connected to.

したがって、浮遊異物8が吸込管2の環状先端面2Aに対
応したままの状態で、水位が排水水位WL2に到達したと
しても、この状態を水位検知管5によって検知すること
ができるから、その時点で真空弁4を自動開弁させて、
吸込管2による下水の吸い込み、つまり貯水槽1の排水
を適正に行うことができる。したがって、貯水槽1が溢
水する不都合の発生を確実に回避できる。
Therefore, even if the water level reaches the drainage water level WL2 while the floating foreign matter 8 remains corresponding to the annular tip surface 2A of the suction pipe 2, this state can be detected by the water level detection pipe 5, and at that time point. To automatically open the vacuum valve 4,
Sewage can be sucked in by the suction pipe 2, that is, drainage of the water storage tank 1 can be appropriately performed. Therefore, it is possible to reliably avoid the disadvantage that the water storage tank 1 overflows.

また、浮遊異物8が水位検知管5の環状先端面5Aに対応
しても、水位の上昇に応じて水位検知管5に閉じ込めら
れている空気の圧力を高め、排水水位WL2を検知するこ
とができるので、このときの管内圧力により真空弁4を
自動開弁し、真空排水系6の負圧を吸込管2に作用させ
て、貯水槽1に留った下水を適正に吸引排出させること
ができるから、貯水槽1が溢水する不都合の発生を確実
に回避できる。
Even if the floating foreign matter 8 corresponds to the annular tip surface 5A of the water level detection pipe 5, the pressure of the air trapped in the water level detection pipe 5 is increased according to the rise of the water level, and the drainage water level WL2 can be detected. Therefore, the vacuum valve 4 is automatically opened by the pressure in the pipe at this time, and the negative pressure of the vacuum drainage system 6 is caused to act on the suction pipe 2 so that the sewage remaining in the water tank 1 can be appropriately sucked and discharged. Therefore, it is possible to reliably avoid the occurrence of the inconvenience that the water tank 1 overflows.

さらに、排水の途中で吸込管2の環状先端面2Aに浮遊異
物8がの吸い寄せられて対応しても、排水が中断される
ような不適正な作動の発生も回避される。
Further, even if the floating foreign matter 8 is attracted to the annular front end surface 2A of the suction pipe 2 during the drainage and responds, an improper operation such as interruption of drainage can be avoided.

前述のように、浮遊異物8が吸込管2の環状先端面2Aに
対応すると、吸い込み流量が少なくなるけれども、時間
の経過とともに水位が所定のレベルまで低下して、真空
弁4が閉じられると、吸込管2内の水は落下し、その勢
いで浮遊異物8を環状先端面2Aから除去することによっ
て所定の吸い込み流量が確保されるから、吸い込み流量
の少ない状態が継続されることにより、水位が漸次高く
なって溢水するようなことはない。
As described above, when the floating foreign matter 8 corresponds to the annular tip surface 2A of the suction pipe 2, the suction flow rate decreases, but when the water level decreases to a predetermined level with the passage of time and the vacuum valve 4 is closed, The water in the suction pipe 2 falls and the floating foreign matter 8 is removed from the annular tip surface 2A by the force of the water to secure a predetermined suction flow rate. There is no gradual rise in water and flooding.

前記実施例では、変位部9,9を水平基準線Aから上方へ
山形に変位させて形成した先端構造で説明しているが、
本考案は、前記実施例にのみ限定されるものではなく、
変位部9を第3図に示すような水平基準線Aから下方へ
谷形に変位させて形成してもよいし、第4図のような鋸
歯状、第5図に示すドグクラッチ状あるいは図示してい
ない階段状に形成してもよい。
In the above-mentioned embodiment, the tip portion structure formed by displacing the displacement portions 9 and 9 upward from the horizontal reference line A is described.
The present invention is not limited to the above embodiment,
The displacing portion 9 may be formed by displacing downwardly from the horizontal reference line A as shown in FIG. 3, in a sawtooth shape as shown in FIG. 4, as a dog clutch shape as shown in FIG. It may be formed in a staircase shape.

また、第6図のような環状先端面2Aの約半分を水平に水
平基準線A上に形成し、ここから上方へ斜めに変位させ
て変位部9を形成した先端構造、第7図に示すように水
平基準線A上に形成した水平部から下方へ斜めに変位さ
せ、ここからさらに水平に変位させて変位部9を形成し
た先端構造であってもよい。勿論、その他の種々変形し
た変位部9を適用した先端構造であってもよい。
Further, about half of the annular tip surface 2A as shown in FIG. 6 is horizontally formed on the horizontal reference line A, and is displaced obliquely upward from here to form the displacement portion 9, which is shown in FIG. As described above, a tip structure in which the displacement portion 9 is formed by obliquely displacing downward from the horizontal portion formed on the horizontal reference line A and further horizontally displacing from the horizontal portion may be used. Of course, it may be a tip structure to which other variously deformed displacement parts 9 are applied.

特に、第8図のように、環状先端面2Aの水平基準線Aか
ら上方へ斜めに変位させて変位部9を形成した先端構造
は、最も製作が簡単である。
In particular, as shown in FIG. 8, the tip structure in which the displacement portion 9 is formed by obliquely displacing the annular tip surface 2A upward from the horizontal reference line A is the easiest to manufacture.

このような先端構造であれば、浮遊異物8が吸込管2の
環状先端面2Aまたは水位検知管5の環状先端面5Aに対応
したとしても、水位が上昇するのに応じて、浮遊異物8
はその浮力により傾斜面に沿って浮上し、環状先端面5A
が自然に開放されることになる。
With such a tip structure, even if the floating foreign matter 8 corresponds to the annular tip surface 2A of the suction pipe 2 or the annular tip surface 5A of the water level detection pipe 5, the floating foreign matter 8 responds to the rising water level.
Floats along the inclined surface due to its buoyancy, and the annular tip surface 5A
Will be released naturally.

なお、上記実施例では、真空式下水道装置における水位
検知管5および吸込管2の環状先端面5A,2Aの両方に変
位部9を形成することにより、浮遊異物8による両管5,
2の先端面の閉塞を防止して適正かつ確実な水位検知お
よび下水の吸い込みを行なえるようにしたものについて
説明したが、本考案は、水位検知管5の環状先端面5Aの
みに変位部9を形成したものであってもよい。
In the above embodiment, the displacement part 9 is formed on both the water level detection pipe 5 and the annular tip surfaces 5A, 2A of the suction pipe 2 in the vacuum sewer system, so that both pipes 5, 8
Although the description has been given of the case where the tip end surface of No. 2 is prevented from being blocked and proper and reliable water level detection and sewage suction can be performed, the present invention has the displacement part 9 only on the annular tip end surface 5A of the water level detection pipe 5. May be formed.

[考案の効果] 以上のように、本考案によれば、貯水槽に流入したスラ
ムやゴムボールなどの浮遊異物が水位検知管の環状先端
面に対応位置する状態になっても、その水位検知管の内
部を、管先端の水平基準線から上下方向の少なくとも一
方に変位する変位部を介して貯水槽に対して連通状態に
保持して検知管が閉塞されることを防止することができ
る。したがって、貯水槽の水位が排水水位にまで到達し
たときは、水位検知管内の空気圧の上昇にともなう水位
検知を適正確実な行なえ、これによって、真空弁を自動
開弁させて所定の真空排水機能を確実に発揮させること
ができ、貯水槽からの排水が妨げられて溢水する不都合
ま発生を回避できる。
[Effects of the Invention] As described above, according to the present invention, even if a floating foreign matter such as a slam or a rubber ball that has flowed into the water tank is positioned corresponding to the annular tip surface of the water level detection pipe, the water level detection is performed. It is possible to prevent the detection tube from being blocked by keeping the inside of the tube in communication with the water tank via the displacement portion that is displaced in at least one of the vertical direction from the horizontal reference line at the tip of the tube. Therefore, when the water level in the water tank reaches the drainage level, the water level can be detected properly and reliably according to the increase in the air pressure in the water level detection pipe, which automatically opens the vacuum valve to perform the predetermined vacuum drainage function. It can be surely exerted, and it is possible to avoid the inconvenience of overflowing due to hindrance of drainage from the water storage tank.

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

第1図は本考案の一実施例による真空式下水道装置の要
部の拡大正面図、第2図は第1図の側面図、第3図ない
し第8図は本考案の他の実施例を示す要部の拡大側面
図、第9図は真空式下水道装置の全体構成図、第10図お
よび第11図は従来の真空式下水道装置の要部の拡大正面
図である。 1……貯水槽 2……吸込管 2A……吸込管の環状先端面 5……水位検知管 5A……水位検知管の環状先端面 9……変位部 A……水平基準線
FIG. 1 is an enlarged front view of a main part of a vacuum type sewer system according to an embodiment of the present invention, FIG. 2 is a side view of FIG. 1, and FIGS. 3 to 8 are other embodiments of the present invention. FIG. 9 is an enlarged side view of the essential part shown in FIG. 9, FIG. 9 is an overall configuration diagram of the vacuum sewer system, and FIGS. 10 and 11 are enlarged front views of the essential parts of the conventional vacuum sewer system. 1 ... Water tank 2 ... Suction pipe 2A ... Annular tip surface of suction tube 5 ... Water level detection tube 5A ... Annular tip surface of water level detection tube 9 ... Displacement part A ... Horizontal reference line

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】下水が流入する貯水槽と、この貯水槽に挿
入されて該貯水槽内の水位が設定排水水位に到達したと
き、その管内圧力により水位を検知する水位検知管と、
真空排水系の負圧が作用される状態で上記貯水槽に挿入
された下水吸込管と、上記真空排水系に介在されて上記
水位検知管が上記設定排水水位を検知したことに応答し
て自動的に開弁される真空弁とを備えた真空式下水道装
置において、上記水位検知管の環状先端面の少なくとも
一部に先端の水平基準線から上下方向の少なくとも一方
に変位する変位部が形成されていることを特徴とする真
空式下水道装置。
1. A water tank into which sewage flows, and a water level detection pipe which is inserted into this water tank and detects the water level by the pressure inside the water tank when the water level in the water tank reaches a set drainage water level.
Automatically in response to the sewage suction pipe inserted in the water storage tank under the negative pressure of the vacuum drainage system and the water level detection pipe interposed in the vacuum drainage system detecting the set drainage water level. In a vacuum type sewer system including a vacuum valve that is opened dynamically, at least a part of an annular tip surface of the water level detection pipe is provided with a displacement portion that is displaced from a horizontal reference line of the tip in at least one of the vertical direction. The vacuum sewer system is characterized by
JP1990103116U 1990-09-28 1990-09-28 Vacuum type sewer system Expired - Lifetime JPH0752237Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1990103116U JPH0752237Y2 (en) 1990-09-28 1990-09-28 Vacuum type sewer system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1990103116U JPH0752237Y2 (en) 1990-09-28 1990-09-28 Vacuum type sewer system

Publications (2)

Publication Number Publication Date
JPH0461186U JPH0461186U (en) 1992-05-26
JPH0752237Y2 true JPH0752237Y2 (en) 1995-11-29

Family

ID=31847876

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1990103116U Expired - Lifetime JPH0752237Y2 (en) 1990-09-28 1990-09-28 Vacuum type sewer system

Country Status (1)

Country Link
JP (1) JPH0752237Y2 (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61102259U (en) * 1984-12-08 1986-06-30

Also Published As

Publication number Publication date
JPH0461186U (en) 1992-05-26

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