JPH08218473A - Air intake structure in vacuum type sewage collection system - Google Patents
Air intake structure in vacuum type sewage collection systemInfo
- Publication number
- JPH08218473A JPH08218473A JP3085295A JP3085295A JPH08218473A JP H08218473 A JPH08218473 A JP H08218473A JP 3085295 A JP3085295 A JP 3085295A JP 3085295 A JP3085295 A JP 3085295A JP H08218473 A JPH08218473 A JP H08218473A
- Authority
- JP
- Japan
- Prior art keywords
- vacuum valve
- sewage
- pipe
- air intake
- vacuum
- 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.)
- Pending
Links
Landscapes
- Sewage (AREA)
Abstract
(57)【要約】
【目的】 真空弁が弁開されても、空気取込管の布設距
離に関係なく真空弁マス内部の負圧化を緩和して、汚水
流入管および汚水発生源などのトラップに高い負圧が伝
播されるのを確実に防止する。
【構成】 真空弁4が配置されている真空弁マス3のイ
ンバート3Aに汚水溜り7を形成し、下水発生源9で発
生した汚水を汚水流入管10によって汚水溜り7に流下
させ、真空弁4の開弁により汚水溜り7内の汚水を吸引
するように構成するとともに、真空弁マス3に大気を導
入する空気取込管13を設けた真空式下水収集システム
において、空気取込管13の出口13Bを汚水溜り7内
で吸込管6の下端開口6Aの付近に設けている。
(57) [Summary] [Purpose] Even if the vacuum valve is opened, it reduces the negative pressure inside the vacuum valve mass regardless of the installation distance of the air intake pipe, so that the wastewater inflow pipe and the wastewater generation source Ensures that high negative pressure is not transmitted to the trap. [Structure] A sewage sump 7 is formed in an invert 3A of a vacuum valve mass 3 in which a vacuum valve 4 is arranged, and sewage generated by a sewage generation source 9 is caused to flow down to the sewage sump 7 by a sewage inflow pipe 10. In the vacuum type sewage collection system provided with an air intake pipe 13 that introduces the atmosphere into the vacuum valve mass 3, the outlet of the air intake pipe 13 is configured so that the waste water in the waste water reservoir 7 is sucked by opening the valve. 13B is provided in the waste water reservoir 7 near the lower end opening 6A of the suction pipe 6.
Description
【0001】[0001]
【産業上の利用分野】本発明は、真空式下水収集システ
ムにおける空気取込構造に係り、詳しくは真空弁マス内
で発生した高い負圧が汚水流入管に伝播するのを防止す
る機能を備えた空気取込構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an air intake structure in a vacuum type sewage collection system, and more specifically, it has a function of preventing a high negative pressure generated in a vacuum valve mass from propagating to a wastewater inflow pipe. Air intake structure.
【0002】[0002]
【従来の技術】この種従来の真空式下水収集システムと
して、本発明出願人により、実開平6−14287号公
報に記載の先行技術が提案されている。この真空式下水
収集システムは、図2に示すように、真空ポンプ1を備
えた下水収集場2と真空弁マス3内に配置した真空弁4
の出口4Aとを、真空下水管5を介して互いに連通さ
せ、真空弁4の入口4Bを吸込管6によって真空弁マス
3の底部(インバ−ト)3Aに凹設した汚水溜り7に連
通させるとともに、民家8の流し台、便器、衛生器具な
どの汚水発生源9で発生した汚水を汚水流入管10によ
って汚水溜り7に流下させるように構成し、かつ真空弁
マス3内に大気を導入する空気取込管13を設けた構造
になっている。2. Description of the Related Art As a conventional vacuum type sewage collection system of this type, the applicant of the present invention has proposed the prior art described in Japanese Utility Model Publication No. 6-14287. As shown in FIG. 2, this vacuum type sewage collection system includes a sewage collection site 2 equipped with a vacuum pump 1 and a vacuum valve 4 arranged in a vacuum valve mass 3.
4A and the outlet 4A of the vacuum valve 4 are communicated with each other through the vacuum sewer pipe 5, and the inlet 4B of the vacuum valve 4 is communicated by the suction pipe 6 with the waste water reservoir 7 recessed in the bottom portion (invert) 3A of the vacuum valve mass 3. At the same time, the air that is configured to cause the wastewater generated at the wastewater source 9 such as the sink of the private house 8, the toilet, and the sanitary equipment to flow down to the wastewater reservoir 7 by the wastewater inflow pipe 10 and introduce the atmosphere into the vacuum valve mass 3 The structure is such that an intake pipe 13 is provided.
【0003】このように構成された真空式下水収集シス
テムでは、民家8の下水発生源9で発生した汚水(家庭
内排水または汚水)は、汚水流入管10を通って汚水溜
り7に排出される。汚水溜り7の水位が真空弁作動水位
HWLまで上昇すると、水位検知管11内の空気圧が上
昇する。この空気圧上昇は真空弁制御手段12に負荷さ
れ真空弁4を開弁させる。その結果、汚水溜り7内の汚
水は吸込管6→開弁している真空弁4の経路で真空下水
管5に吸引される。これにより、汚水溜り7内の汚水の
レベルが水位検知管11の下端開口11Aよりも下位の
レベルまで低下して、該下端開口11Aが露出すると、
水位検知管11内の圧力が低下し、圧力低下が真空弁制
御手段12に伝えられて真空弁4が閉弁する間に水位が
さらに低下し、吸込管6の下端開口6Aが露出して、空
気が一定時間吸込まれた後に閉弁する。真空式下水収集
システムでは、真空下水管5内の汚水を効果的に搬送さ
せるために、汚水を吸引した後汚水吸引時に一定量の空
気を吸引させる必要がある。In the vacuum type sewage collection system configured as described above, sewage (domestic drainage or sewage) generated at the sewage source 9 of the private house 8 is discharged to the sewage reservoir 7 through the sewage inflow pipe 10. . When the water level in the dirty water reservoir 7 rises to the vacuum valve operating water level HWL, the air pressure in the water level detection pipe 11 rises. This increase in air pressure is applied to the vacuum valve control means 12 to open the vacuum valve 4. As a result, the sewage in the sewage reservoir 7 is sucked into the vacuum sewer pipe 5 through the path from the suction pipe 6 to the open vacuum valve 4. As a result, the level of sewage in the sewage sump 7 drops to a level lower than the lower end opening 11A of the water level detection pipe 11, and when the lower end opening 11A is exposed,
The pressure in the water level detection pipe 11 is lowered, the pressure drop is transmitted to the vacuum valve control means 12 and the water level is further lowered while the vacuum valve 4 is closed, and the lower end opening 6A of the suction pipe 6 is exposed. The valve is closed after air is taken in for a certain period of time. In the vacuum type sewage collection system, in order to effectively convey the sewage in the vacuum sewage pipe 5, it is necessary to suck a certain amount of air after suctioning the sewage.
【0004】ところで、前述のように、吸込管6の下端
開口6Aが露出して真空弁マス3内の空気が吸引される
と、真空弁マス3の内部が負圧化される。この場合、空
気取込管13の布設距離を短くして、入口13Aを真空
弁マス3の近くに設定した空気取込構造であれば、空気
取込管13による大気の導入作用により真空弁マス3の
負圧を小さく抑えることができる。しかし、道路の状況
等により空気取込管13の布設距離が長くなって、入口
13Aが真空弁マス3から遠く離れ位置に設定されてい
る空気取込構造では、真空弁マス3内への空気取込量が
少なくなり、真空弁マス3の負圧化を抑える効果が小さ
い。したがって、真空弁マス3内の高い負圧が汚水流入
管10を通って、民家8の汚水発生源9のトラップに伝
播され、トラップの滞留水を吸引して水位を低下させた
り、あるいはトラップを破損させる等の悪影響をおよぼ
す虞れがある。By the way, as described above, when the lower end opening 6A of the suction pipe 6 is exposed and the air in the vacuum valve mass 3 is sucked, the inside of the vacuum valve mass 3 becomes negative pressure. In this case, if the air intake structure is such that the laying distance of the air intake pipe 13 is shortened and the inlet 13A is set near the vacuum valve mass 3, the air intake pipe 13 introduces the atmosphere into the vacuum valve mass. The negative pressure of 3 can be kept small. However, in the air intake structure in which the laying distance of the air intake pipe 13 becomes long due to road conditions, etc., and the inlet 13A is set far away from the vacuum valve mass 3, the air into the vacuum valve mass 3 is The amount taken in is small, and the effect of suppressing negative pressure in the vacuum valve mass 3 is small. Therefore, a high negative pressure in the vacuum valve mass 3 is transmitted to the trap of the sewage source 9 of the private house 8 through the sewage inflow pipe 10 to suck the accumulated water in the trap to lower the water level or to trap the trap. There is a possibility that it may have an adverse effect such as damage.
【0005】[0005]
【発明が解決しようとする課題】解決しようとする問題
点は、従来の真空式下水収集システムにおける空気取込
構造では、空気取込管の布設距離が長くなると、真空弁
の弁開によって真空弁マスの内が高負圧化した場合、こ
の高い負圧が汚水流入管を介して民家の汚水発生源のト
ラップに伝播され、トラップの滞留水を吸引して水位を
低下させたり、あるいはトラップを破損させる等の悪影
響がおよぶ虞れを有している点である。The problem to be solved by the present invention is that in the conventional air intake structure in the vacuum type sewage collection system, when the installation distance of the air intake pipe becomes long, the vacuum valve is opened to open the vacuum valve. When the negative pressure in the mass becomes high, this high negative pressure is transmitted to the trap of the wastewater generation source of the private house through the wastewater inflow pipe, sucking the trapped water in the trap and lowering the water level, or This is a point that there is a risk of adverse effects such as damage.
【0006】[0006]
【課題を解決するための手段】本発明は、真空ポンプを
備えた下水収集場と真空弁マス内に配置した真空弁の出
口とを真空下水管によって互いに連通させ、前記真空弁
の入口を吸込管によって前記真空弁マスの底部に形成し
た汚水溜りに連通させ、汚水水発生源で発生した汚水を
汚水流入管によって前記真空弁マス内で前記汚水溜りに
流下させるように構成するとともに、真空弁マスに大気
を導入する空気取込管が設けられた真空式下水収集シス
テムにおいて、該空気取込管の出口を前記汚水溜り内で
前記吸込管の入口付近に設けていることを特徴とし、真
空弁が弁開されても、空気取込管の布設距離に関係なく
真空弁マス内部が負圧化されるのを緩和して、汚水流入
管および汚水発生源などのトラップに高い負圧が伝播さ
れるのを防止する目的を達成した。According to the present invention, a sewage collection field equipped with a vacuum pump and an outlet of a vacuum valve arranged in a vacuum valve mass are communicated with each other by a vacuum sewer pipe, and the inlet of the vacuum valve is sucked. A pipe is connected to the wastewater reservoir formed at the bottom of the vacuum valve mass, and the wastewater generated at the wastewater source is configured to flow down to the wastewater reservoir in the vacuum valve mass by the wastewater inlet pipe. In a vacuum type sewage collection system provided with an air intake pipe for introducing air into the mass, the outlet of the air intake pipe is provided in the waste water reservoir near the inlet of the suction pipe, and a vacuum is provided. Even if the valve is opened, it alleviates the negative pressure inside the vacuum valve mass regardless of the installation distance of the air intake pipe, and a high negative pressure propagates to the traps such as the sewage inflow pipe and sewage generation source. To prevent being To achieve the target.
【0007】[0007]
【作用】本発明によれば、汚水溜りの水位が所定の水位
まで上昇すると、水位検知管内の空気圧が上昇し、この
空気圧上昇は真空弁制御手段に負荷され真空弁を開弁さ
せる。その結果、汚水溜り内の汚水は吸込管→開弁して
いる真空弁の経路で真空下水管に吸引される。これによ
り、汚水溜り内の汚水のレベルが吸込管の入口よりも下
位のレベルまで低下して、該入口が露出して空気を吸込
む状態になった場合、空気取込管の出口も開放され、空
気取込管から吸込管へ空気が供給され易い状態になる。
その結果、吸込管への空気の吸込量の殆どは空気取込管
から供給される空気によって賄われることになり、真空
弁マス内から吸込管に吸込まれる空気量が小さく抑えら
れるので、真空弁マス内の負圧化を緩和することができ
る。一方、汚水溜り内の汚水のレベルが吸込管の入口付
近まで低下すると、水位検知管の下端開口も開放され、
水位検知管内の圧力が低下し、その圧力は真空弁制御手
段に伝えられ真空弁を閉弁させる。According to the present invention, when the water level in the waste water pool rises to a predetermined water level, the air pressure in the water level detection pipe rises, and this rise in air pressure is applied to the vacuum valve control means to open the vacuum valve. As a result, the sewage in the sewage reservoir is sucked into the vacuum sewer pipe through the path from the suction pipe to the open vacuum valve. As a result, when the level of sewage in the sewage pool is lowered to a level lower than the inlet of the suction pipe, and when the inlet is exposed to suck air, the outlet of the air intake pipe is also opened, Air is easily supplied from the air intake pipe to the suction pipe.
As a result, most of the amount of air sucked into the suction pipe is covered by the air supplied from the air suction pipe, and the amount of air sucked into the suction pipe from the inside of the vacuum valve mass is suppressed to a low level. It is possible to relieve the negative pressure in the valve mass. On the other hand, when the level of sewage in the sewage pool drops to near the inlet of the suction pipe, the lower end opening of the water level detection pipe is also opened,
The pressure in the water level detection pipe is reduced, and the pressure is transmitted to the vacuum valve control means to close the vacuum valve.
【0008】[0008]
【実施例】以下、請求項1の発明に係る実施例を図面に
基づいて説明する。なお、図2で説明した従来例と同一
もしくは相当部分には同一符号を付して詳しい構造およ
び作用説明は省略する。図1は本発明の一実施例を示
し、この図において、空気取込管13の出口13Bを汚
水溜り7内で吸込管6の入口6A付近、つまり吸込管6
の下端開口6Aの付近に設けている。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment according to the invention of claim 1 will be described below with reference to the drawings. The same or corresponding parts as those of the conventional example described in FIG. 2 are designated by the same reference numerals, and detailed description of the structure and operation will be omitted. FIG. 1 shows an embodiment of the present invention. In this figure, the outlet 13B of the air intake pipe 13 is located inside the waste water reservoir 7 near the inlet 6A of the intake pipe 6, that is, the intake pipe 6
It is provided near the lower end opening 6A.
【0009】このような構成であれば、汚水溜り7の水
位が所定の水位HWLまで上昇すると、水位検知管11
内の空気圧が上昇し、この空気圧上昇は真空弁制御手段
12に負荷され真空弁4を開弁させる。その結果、汚水
溜り7内の汚水は吸込管6→開弁している真空弁4の経
路で真空下水管5に吸引される。これにより、汚水溜り
7内の汚水のレベルが吸込管6の下端開口6Aよりも下
位のレベルまで低下して、下端開口6Aが露出して空気
を吸込む状態になった場合、空気取込管13の出口13
Bも開放され、空気取込管13から吸込管6へ空気が供
給され易い状態になる。その結果、吸込管6への空気の
吸込量の殆どは空気取込管13から供給される空気によ
って賄われることになり、真空弁マス3内から吸込管6
に吸込まれる空気量が小さく抑えられるので、真空弁マ
ス3内の負圧化を緩和することができる。一方、汚水溜
り7内の汚水のレベルが吸込管6の下端開口6Aおよび
空気取込管13の出口13Bまで低下すると、水位検知
管11の下端開口11Aも開放され、水位検知管11内
の圧力が低下し、その圧力は真空弁制御手段12に伝え
られ真空弁を閉弁させる。With such a structure, when the water level in the wastewater sump 7 rises to a predetermined water level HWL, the water level detection pipe 11
The air pressure inside increases, and this increase in air pressure is applied to the vacuum valve control means 12 to open the vacuum valve 4. As a result, the sewage in the sewage reservoir 7 is sucked into the vacuum sewer pipe 5 through the path from the suction pipe 6 to the open vacuum valve 4. As a result, when the level of the sewage in the sewage sump 7 is lowered to a level lower than the lower end opening 6A of the suction pipe 6, and the lower end opening 6A is exposed to suck air, the air intake pipe 13 Exit 13
B is also opened, and the air is easily supplied from the air intake pipe 13 to the suction pipe 6. As a result, most of the amount of air sucked into the suction pipe 6 is covered by the air supplied from the air intake pipe 13, and the suction pipe 6 is sucked from the inside of the vacuum valve mass 3.
Since the amount of air sucked in is suppressed to be small, it is possible to reduce the negative pressure in the vacuum valve mass 3. On the other hand, when the level of sewage in the sewage reservoir 7 drops to the lower end opening 6A of the suction pipe 6 and the outlet 13B of the air intake pipe 13, the lower end opening 11A of the water level detection pipe 11 is also opened, and the pressure in the water level detection pipe 11 is increased. Decreases, and the pressure is transmitted to the vacuum valve control means 12 to close the vacuum valve.
【0010】このように、真空弁4が弁開されても、真
空弁マス3の内部の負圧化が緩和されるので、汚水流入
管10および汚水発生源9のトラップに高い負圧が伝播
されるのを確実に防止して、トラップの滞留水を吸引し
て水位を低下させたり、あるいはトラップを破損させる
等の悪影響がおよぶ不都合の発生を回避することができ
る。しかも、真空弁マス3内の負圧化緩和は、空気取込
管13の布設距離に関係なく行われるので、空気取込管
13設置時における入口13Aの位置設定の制約を緩和
することができる。また、空気取込管13は、一般のパ
イプをそのまま用いることができるため、施工が容易で
汚水内のゴミがからむこともない。As described above, even when the vacuum valve 4 is opened, the negative pressure inside the vacuum valve mass 3 is alleviated, so that a high negative pressure is propagated to the traps of the sewage inflow pipe 10 and the sewage source 9. It is possible to prevent the occurrence of inconvenience such that the accumulated water in the trap is sucked to lower the water level, or the trap is damaged, which is adversely affected. Moreover, since the negative pressure in the vacuum valve mass 3 is relaxed regardless of the installation distance of the air intake pipe 13, it is possible to relax the restriction on the position setting of the inlet 13A when the air intake pipe 13 is installed. . Further, as the air intake pipe 13, a general pipe can be used as it is, so that the construction is easy and dust in the wastewater does not get caught.
【0011】[0011]
【発明の効果】以上説明したように、本発明は、空気取
込管の出口を汚水溜り内で吸込管の入口付近に設けてい
るので、真空弁を弁開しても、空気取込管の布設距離に
関係なく真空弁マスの内部が負圧化されるのを緩和でき
る。その結果、汚水流入管および汚水発生源のトラップ
に高い負圧が伝播されるのを確実に防止して、汚水発生
源側のトラップの滞留水を吸引して水位を低下させた
り、あるいは汚水発生源側のトラップを破損させる等の
悪影響がおよぶ不都合の発生を回避することができる。As described above, according to the present invention, since the outlet of the air intake pipe is provided near the inlet of the suction pipe in the waste water reservoir, the air intake pipe can be opened even if the vacuum valve is opened. The negative pressure inside the vacuum valve mass can be mitigated regardless of the installation distance. As a result, it is possible to reliably prevent a high negative pressure from being propagated to the sewage inflow pipe and the trap of the sewage generation source, suck the accumulated water in the trap on the sewage generation source side to lower the water level, or generate the sewage generation. It is possible to avoid the occurrence of inconvenience such as damaging the trap on the source side and the like.
【図1】本発明の一実施例を示す構成図である。FIG. 1 is a configuration diagram showing an embodiment of the present invention.
【図2】従来例の構成図である。FIG. 2 is a configuration diagram of a conventional example.
1 真空ポンプ 2 汚水収集場 3 真空弁マス 3A インバート(真空弁マスの底部) 4 真空弁 4A 真空弁の出口 4B 真空弁の入口 5 真空下水管 6 吸込管 6 吸込管の下端開口(吸込管の入口) 7 汚水溜り 9 汚水発生源 10 汚水流入管 13 空気取込管 13B 空気取込管の出口 1 Vacuum pump 2 Sewage collection site 3 Vacuum valve mass 3A Invert (bottom of vacuum valve mass) 4 Vacuum valve 4A Vacuum valve outlet 4B Vacuum valve inlet 5 Vacuum sewer pipe 6 Suction pipe 6 Lower end opening of suction pipe (of suction pipe) Inlet) 7 Wastewater reservoir 9 Wastewater source 10 Wastewater inflow pipe 13 Air intake pipe 13B Air intake pipe outlet
Claims (1)
マス内に配置した真空弁の出口とを真空下水管によって
互いに連通させ、前記真空弁の入口を吸込管によって前
記真空弁マスの底部に形成した汚水溜りに連通させ、汚
水水発生源で発生した汚水を汚水流入管によって前記真
空弁マス内で前記汚水溜りに流下させるように構成する
とともに、真空弁マスに大気を導入する空気取込管が設
けられた真空式下水収集システムにおいて、該空気取込
管の出口を前記汚水溜り内で前記吸込管の入口付近に設
けていることを特徴とする真空式下水収集システムにお
ける空気取込構造。1. A sewage collection field equipped with a vacuum pump and an outlet of a vacuum valve arranged in a vacuum valve mass are communicated with each other by a vacuum sewer pipe, and an inlet of the vacuum valve is a suction pipe at the bottom of the vacuum valve mass. The waste water generated in the waste water source is configured to flow through the waste water reservoir to the waste water reservoir by the waste water inflow pipe, and the air is introduced into the vacuum valve mass to introduce air into the waste water reservoir. In a vacuum type sewage collection system provided with an intake pipe, an air intake in the vacuum type sewage collection system, characterized in that an outlet of the air intake pipe is provided in the waste water reservoir near an inlet of the suction pipe. Construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3085295A JPH08218473A (en) | 1995-02-20 | 1995-02-20 | Air intake structure in vacuum type sewage collection system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3085295A JPH08218473A (en) | 1995-02-20 | 1995-02-20 | Air intake structure in vacuum type sewage collection system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH08218473A true JPH08218473A (en) | 1996-08-27 |
Family
ID=12315251
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3085295A Pending JPH08218473A (en) | 1995-02-20 | 1995-02-20 | Air intake structure in vacuum type sewage collection system |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH08218473A (en) |
-
1995
- 1995-02-20 JP JP3085295A patent/JPH08218473A/en active Pending
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