EP0763633A1 - Système d'égout à vide réglé par une membrane - Google Patents

Système d'égout à vide réglé par une membrane Download PDF

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Publication number
EP0763633A1
EP0763633A1 EP95306394A EP95306394A EP0763633A1 EP 0763633 A1 EP0763633 A1 EP 0763633A1 EP 95306394 A EP95306394 A EP 95306394A EP 95306394 A EP95306394 A EP 95306394A EP 0763633 A1 EP0763633 A1 EP 0763633A1
Authority
EP
European Patent Office
Prior art keywords
membrane
pressure
sewer
sewer pipe
pressure chamber
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.)
Granted
Application number
EP95306394A
Other languages
German (de)
English (en)
Other versions
EP0763633B1 (fr
Inventor
Ake Nilsson
Björn von Varfalva Palffy
Peter Tell
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.)
Evac AB
Original Assignee
Evac AB
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 Evac AB filed Critical Evac AB
Priority to DK95306394T priority Critical patent/DK0763633T3/da
Priority to DE69511695T priority patent/DE69511695T2/de
Priority to EP95306394A priority patent/EP0763633B1/fr
Priority to AT95306394T priority patent/ATE183795T1/de
Publication of EP0763633A1 publication Critical patent/EP0763633A1/fr
Application granted granted Critical
Publication of EP0763633B1 publication Critical patent/EP0763633B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F1/00Methods, systems, or installations for draining-off sewage or storm water
    • E03F1/006Pneumatic sewage disposal systems; accessories specially adapted therefore
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03DWATER-CLOSETS OR URINALS WITH FLUSHING DEVICES; FLUSHING VALVES THEREFOR
    • E03D5/00Special constructions of flushing devices, e.g. closed flushing system
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F7/00Other installations or implements for operating sewer systems, e.g. for preventing or indicating stoppage; Emptying cesspools
    • E03F7/02Shut-off devices
    • E03F7/04Valves for preventing return flow

Definitions

  • This invention relates to a vacuum sewer system of the kind referred to in the preamble of claim 1.
  • An aim of the invention is to simplify the equipment needed in small vacuum sewer systems for toilets, where the collecting tank is kept mainly at atmospheric pressure. This aim is secured by the means disclosed in claim 1.
  • the basic idea is to make the portion of the sewer pipe that is put under partial vacuum very short and to compensate for the radical decrease in available vacuum volume caused by the shortness of the sewer pipe by connecting a pressure chamber containing a movable air-impermeable membrane to the sewer pipe. By means of controlled pressure activation of the membrane every phase of the transport of waste material from a toilet or the like to a collecting tank can be carried out in a convenient manner.
  • the portion of the pressure chamber between the membrane and the short sewer pipe can be considered as the "unclean portion” and the portion on the opposite side of the membrane can be considered as the "clean portion”.
  • the short sewer pipe is normally, at its upstream and downstream ends, closed by shut-off valves. Under these conditions, removing air from the clean portion of the pressure chamber expands the unclean portion to a balanced position, in which the pressure on both sides of the membrane is the same. This produces a partial vacuum in the short sewer pipe. In this state the system is ready to receive a batch of waste material from a toilet or other waste-producing unit connected to the short sewer pipe.
  • the shut-off valve at the upstream end of the short sewer pipe ie the sewer valve
  • the means decreasing the pressure in the clean portion of the pressure chamber should preferably be active during the entire emptying phase, that is, all the time the sewer valve is open. It is feasible and in many cases also desirable that a portion of the waste material drawn from a waste-producing unit is taken up by the unclean portion of the pressure chamber.
  • the sewer valve When the unclean portion of the pressure chamber has achieved its maximum expansion, the sewer valve may be closed and the shut-off valve at the downstream end of the short sewer pipe may be subsequently opened.
  • the waste material may then flow freely due to gravity or, alternatively, the clean portion of the pressure chamber may be pressurized to drive the material from the sewer pipe.
  • the membrane transmits the pressure existing in the clean portion of the pressure chamber to the unclean portion including the short sewer pipe, where the rising pressure enhances the flow of material out from the short sewer pipe.
  • Such a flow-enhancing pressure may also be obtained by resilient means (eg by having a spring acting on the membrane for urging the membrane back to its initial position).
  • the Danish company Semco Odense AS markets a vacuum sewer system called SEMLET, in which a pump-like arrangement is used that, like a diaphragm pump or a piston pump, has a moving pump element driven by a mechanical member to cause a pump stroke that expands a space connectable to a toilet bowl on opening of a sewer valve.
  • SEMLET vacuum sewer system
  • a pump-like arrangement is used that, like a diaphragm pump or a piston pump, has a moving pump element driven by a mechanical member to cause a pump stroke that expands a space connectable to a toilet bowl on opening of a sewer valve.
  • the pressure chamber and the membrane it is advisable to dimension the pressure chamber and the membrane so that the movement of the membrane causes a change of volume in a range or about 2 to 15 litres, preferably 5 to 10 litres.
  • This change in volume is well sufficient for a system with one toilet bowl. If two toilet bowls, for example, situated at opposite sides of a separating wall, are connected to one sewer system according to the invention, a somewhat larger change in volume in the pressure chamber is recommended.
  • the emptying functions of the toilet bowls may be controlled so that both toilet bowls cannot be emptied at the same time.
  • the pressure reducing means may be an ejector driven by compressed air.
  • Such an ejector can, in a few seconds, produce a vacuum causing the desired expansion of the unclean portion of the pressure chamber.
  • Such an ejector is driven by an air pressure of approximately 4 to 6 bar gauge and is able to decrease the pressure in the pressure chamber to less than half an atmosphere, which is quite sufficient for emptying a toilet bowl.
  • the most convenient manner of operating the ejector is to activate it separately for each emptying of a toilet bowl or other waste-producing unit.
  • the ejector needs about 8 to 35 litres of air (the volume being calculated at room temperature and atmospheric pressure). In a well adjusted system, 10 to 15 litres of air are normally sufficient.
  • the membrane of the pressure chamber is preferably arranged in a pressure vessel of substantially circular cylindrical form. It is convenient to use a membrane in the form of a sack with bellows-like folds.
  • the open end of the sack can be attached to the end of the pressure vessel that is remote from the sewer pipe.
  • the folds of a bellows-type membrane may lightly touch the cylindrical inner surface of the pressure vessel. In this way the folds provide a scraping function that keeps the cylinder wall clean.
  • the outwardly directed folds may be provided with stiffening rings or the like, the purpose of which is to prevent a reduction in the outer diameter of the folds during the movement of the membrane, so that the contact between the folds and the cylinder wall is maintained in all positions of the membrane.
  • the closed end of the sack may be provided with a peripheral flexible lip sliding with some outward pressure against the cylinder wall.
  • the membrane may be so rigid that by itself it has a spring function, but it may also be urged towards its expanded condition by a separate spring member.
  • Other embodiments of the membrane are also feasible.
  • the membrane may, for example, be formed as a partition wall or as an expansive pipe. It may be expansive, foldable or rollable. For obtaining a suitable guided movement of the membrane, it may be provided with some stiffer portions reducing the flexibility of the membrane at points where less movement is desired.
  • the sewer pipe may be so short that its connection to the pressure chamber takes up almost the full length of the pipe. In that case the unclean portion of the pressure chamber will partly act as a temporary waste-collecting chamber for at least a portion of the waste material drawn from a waste-producing unit during an emptying cycle.
  • FIG. 1 shows a schematical illustration of a vacuum toilet system according to the invention
  • Fig. 2 shows the portion A of Fig. 1 on a larger scale.
  • the vacuum toilet system shown is intended for installation in a passenger transport unit such as a railroad car, a bus or the like. Vacuum is generated separately just before each emptying of the toilet bowl.
  • the system includes a toilet with a toilet bowl 1 that is connected to a short sewer pipe 3 through a normally-closed sewer valve 2.
  • the sewer pipe 3 is in free connection with a portion 7 of variable volume in a chamber 9 and is closed at its downstream end by a valve 4 that separates the short sewer pipe 3 from an extension 5 thereof that leads to a collection tank, an outlet or the like (not shown).
  • the vacuum generator of the system is an ejector 8 that extracts air from a pressure chamber 9 through an evacuation duct 10.
  • the inner space of the pressure chamber is divided by a movable rubber membrane 11 into two portions.
  • the portion 7 (which is an unclean portion) and a clean portion 14.
  • the ejector 8 is driven by pressurized air received from a compressed air network 17 via a solenoid valve 12.
  • the compressed air network 17 is also connected to another solenoid valve 16 operable to pressurize the clean portion 14 of the pressure chamber with compressed air.
  • the air feed duct 18 of the ejector is controlled by the valve 12 and the evacuation duct 10 is controlled by a solenoid valve 6.
  • the flow duct passing through the valve 16 is provided with a pressure reduction means 16a. All the valves mentioned are remote controlled.
  • a flush button 13 arranged at or near the toilet bowl 1 is connected to a control unit 24 that controls the different functions of the system by operating the remote controlled valves of the system.
  • a toilet emptying sequence is started by operating the flush button 13. Thereby an impulse is sent to the control unit 24 which opens the valve 12 and allows compressed air to flow through the ejector 8. This creates, in a few seconds, a partial vacuum of approximately 60% of atmospheric pressure (absolute pressure approximately 0,4 bar) in the clean portion 14 of the pressure chamber, which moves the membrane 11 upwards to a pressure balance position 11a creating essentially the same vacuum in the space portion 7.
  • the sewer valve 2 is now rapidly opened and the waste present in the toilet bowl 1 is instantaneously pressed by the atmospheric pressure into the sewer pipe 3. This causes a rise in pressure in the pipe 3 and in the space portion 7, that causes the membrane 11 to move further upwards to a position 11b. This second movement will be faster and more positive if the ejector 8 is still operating during this phase.
  • a less favourable alternative is to disconnect the ejector 8 when the maximum vacuum level has been reached and the valves 6 and 16 are kept closed.
  • the sewer valve 2 When all the waste has been removed from the toilet bowl 1, the sewer valve 2 is closed and the valve 4 is opened. The sewage present in the pipe 3 and the space portion 7 may now flow into the pipe 5. Further transport of the waste material may be enhanced by pressurizing the portion 14 of the pressure chamber space.
  • An alternative is to provide a pressure spring 19 urging the membrane downwards and/or to use a membrane that itself functions as a pressure spring. In that case pressurizing of the space 7 is obtained merely by closing down the ejector 8 and by keeping the valve 6 open, provided that the ejector 8 allows ambient air to flow into the portion 14 when the ejector is closed down. If this is not possible, another air flow duct must be provided. If the portion 7 is not pressurized, or is pressurized only by means of a spring force, the valve 6 may be totally omitted as well as the valve 16 and its piping.
  • a bottom portion 15 of the membrane 11, forming the upper boundary of the space portion 7, is preferably made of thicker material. It may then provide a suitable support for a pressure spring 19 arranged to urge the membrane 11 downwards should such a spring be required.
  • Fig. 2 shows how each outer fold of the membrane 11 can be provided with a strengthening ring 20 of steel or some other suitable material. Without such rings, the outer diameter of the folds can decrease during axial expansion of the membrane so that contact between the membrane folds and the wall of the pressure chamber 9 will be lost.
  • the rings 20 keep the outer diameter of the folds practically constant.
  • the toilet bowl 1 In connection with an emptying sequence, the toilet bowl 1 is provided with a desired amount of rinse liquid for rinsing and cleaning the inner surface of the bowl. This arrangement is not illustrated because it is known art and is not part of the inventive concept.

Landscapes

  • Engineering & Computer Science (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Aviation & Aerospace Engineering (AREA)
  • Sewage (AREA)
  • Sanitary Device For Flush Toilet (AREA)
  • Separation Using Semi-Permeable Membranes (AREA)
  • Casting Or Compression Moulding Of Plastics Or The Like (AREA)
  • Control Of Fluid Pressure (AREA)
EP95306394A 1995-09-13 1995-09-13 Système d'égout à vide réglé par une membrane Expired - Lifetime EP0763633B1 (fr)

Priority Applications (4)

Application Number Priority Date Filing Date Title
DK95306394T DK0763633T3 (da) 1995-09-13 1995-09-13 Membranstyret vakuumkloaksystem
DE69511695T DE69511695T2 (de) 1995-09-13 1995-09-13 Von einer Membran reguliertes Vakuumabwassersystem
EP95306394A EP0763633B1 (fr) 1995-09-13 1995-09-13 Système d'égout à vide réglé par une membrane
AT95306394T ATE183795T1 (de) 1995-09-13 1995-09-13 Von einer membran reguliertes vakuumabwassersystem

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP95306394A EP0763633B1 (fr) 1995-09-13 1995-09-13 Système d'égout à vide réglé par une membrane

Publications (2)

Publication Number Publication Date
EP0763633A1 true EP0763633A1 (fr) 1997-03-19
EP0763633B1 EP0763633B1 (fr) 1999-08-25

Family

ID=8221320

Family Applications (1)

Application Number Title Priority Date Filing Date
EP95306394A Expired - Lifetime EP0763633B1 (fr) 1995-09-13 1995-09-13 Système d'égout à vide réglé par une membrane

Country Status (4)

Country Link
EP (1) EP0763633B1 (fr)
AT (1) ATE183795T1 (fr)
DE (1) DE69511695T2 (fr)
DK (1) DK0763633T3 (fr)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1013838A1 (fr) * 1998-12-23 2000-06-28 Evac International Oy Dispositif de transport d'eaux usées
WO2002059432A1 (fr) 2001-01-26 2002-08-01 Geberit Technik Ag Systeme de toilettes dote d'une cuvette de toilettes
WO2003000999A1 (fr) * 2001-06-21 2003-01-03 Evac International Oy Systeme d'egout a vide
CN101012663B (zh) * 2006-01-30 2011-02-23 埃瓦克国际有限公司 真空下水道系统
JP2014000370A (ja) * 2012-06-19 2014-01-09 Fukushima Seisakusho:Kk 簡易便槽タンクと汚水回収システム
WO2018091507A1 (fr) * 2016-11-15 2018-05-24 Alte Technologies S.L.U. Système de transfert de déchets pour toilettes d'un véhicule de transport public
EP3699088A1 (fr) * 2019-02-19 2020-08-26 B/E Aerospace, Inc. Système de déchets sous vide

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE20301649U1 (de) * 2003-02-03 2004-06-17 Evac Gmbh Vakuumtoilette
US8490223B2 (en) 2011-08-16 2013-07-23 Flow Control LLC Toilet with ball valve mechanism and secondary aerobic chamber

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2865028A (en) * 1955-10-04 1958-12-23 Verne L Patenaude Sewage system for mobile homes and the like
US4034421A (en) 1975-04-23 1977-07-12 Ifo Ab Vacuum sewer system including a collecting tank
US4184506A (en) 1973-12-29 1980-01-22 Krister Nordberg Vacuum sewer system
US4297751A (en) 1978-08-25 1981-11-03 Oy Wartsila Ab Sewer system
FR2516119A1 (fr) * 1981-11-06 1983-05-13 Soterkenos Sarl Installation d'ecoulement d'un fluide notamment pour l'evacuation des eaux usees
DE9111247U1 (de) * 1991-09-11 1992-04-23 Semco A/S c/o Semco Odense A/S, Odense Toilettensystem
EP0555984A1 (fr) 1992-02-05 1993-08-18 Evac Ab Traitement des mauvaises odeurs pour système de toilettes à vide mobile

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2865028A (en) * 1955-10-04 1958-12-23 Verne L Patenaude Sewage system for mobile homes and the like
US4184506A (en) 1973-12-29 1980-01-22 Krister Nordberg Vacuum sewer system
US4034421A (en) 1975-04-23 1977-07-12 Ifo Ab Vacuum sewer system including a collecting tank
US4297751A (en) 1978-08-25 1981-11-03 Oy Wartsila Ab Sewer system
FR2516119A1 (fr) * 1981-11-06 1983-05-13 Soterkenos Sarl Installation d'ecoulement d'un fluide notamment pour l'evacuation des eaux usees
DE9111247U1 (de) * 1991-09-11 1992-04-23 Semco A/S c/o Semco Odense A/S, Odense Toilettensystem
EP0555984A1 (fr) 1992-02-05 1993-08-18 Evac Ab Traitement des mauvaises odeurs pour système de toilettes à vide mobile

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1013838A1 (fr) * 1998-12-23 2000-06-28 Evac International Oy Dispositif de transport d'eaux usées
WO2002059432A1 (fr) 2001-01-26 2002-08-01 Geberit Technik Ag Systeme de toilettes dote d'une cuvette de toilettes
US6910231B2 (en) 2001-01-26 2005-06-28 Geberit Technik Ag Toilet system with a toilet pan
WO2003000999A1 (fr) * 2001-06-21 2003-01-03 Evac International Oy Systeme d'egout a vide
CN101012663B (zh) * 2006-01-30 2011-02-23 埃瓦克国际有限公司 真空下水道系统
JP2014000370A (ja) * 2012-06-19 2014-01-09 Fukushima Seisakusho:Kk 簡易便槽タンクと汚水回収システム
WO2018091507A1 (fr) * 2016-11-15 2018-05-24 Alte Technologies S.L.U. Système de transfert de déchets pour toilettes d'un véhicule de transport public
US10941556B2 (en) 2016-11-15 2021-03-09 Alte Technologies S.L.U. Waste transfer system for a toilet of a public transport vehicle
EP3699088A1 (fr) * 2019-02-19 2020-08-26 B/E Aerospace, Inc. Système de déchets sous vide
US11078655B2 (en) 2019-02-19 2021-08-03 B/E Aerospace, Inc. Vacuum waste system
US11629486B2 (en) 2019-02-19 2023-04-18 B/E Aerospace, Inc. Vacuum waste system

Also Published As

Publication number Publication date
DK0763633T3 (da) 2000-03-20
DE69511695T2 (de) 1999-12-23
EP0763633B1 (fr) 1999-08-25
ATE183795T1 (de) 1999-09-15
DE69511695D1 (de) 1999-09-30

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