SE190445C1 - - Google Patents
Info
- Publication number
- SE190445C1 SE190445C1 SE510058A SE510058A SE190445C1 SE 190445 C1 SE190445 C1 SE 190445C1 SE 510058 A SE510058 A SE 510058A SE 510058 A SE510058 A SE 510058A SE 190445 C1 SE190445 C1 SE 190445C1
- Authority
- SE
- Sweden
- Prior art keywords
- float
- valve
- vacuum
- water
- downcomer
- Prior art date
Links
Classifications
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F04—POSITIVE - DISPLACEMENT MACHINES FOR LIQUIDS; PUMPS FOR LIQUIDS OR ELASTIC FLUIDS
- F04F—PUMPING OF FLUID BY DIRECT CONTACT OF ANOTHER FLUID OR BY USING INERTIA OF FLUID TO BE PUMPED; SIPHONS
- F04F5/00—Jet pumps, i.e. devices in which flow is induced by pressure drop caused by velocity of another fluid flow
- F04F5/02—Jet pumps, i.e. devices in which flow is induced by pressure drop caused by velocity of another fluid flow the inducing fluid being liquid
- F04F5/04—Jet pumps, i.e. devices in which flow is induced by pressure drop caused by velocity of another fluid flow the inducing fluid being liquid displacing elastic fluids
- F04F5/08—Jet pumps, i.e. devices in which flow is induced by pressure drop caused by velocity of another fluid flow the inducing fluid being liquid displacing elastic fluids the elastic fluid being entrained in a free falling column of liquid
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03C—DOMESTIC PLUMBING INSTALLATIONS FOR FRESH WATER OR WASTE WATER; SINKS
- E03C1/00—Domestic plumbing installations for fresh water or waste water; Sinks
- E03C1/12—Plumbing installations for waste water; Basins or fountains connected thereto; Sinks
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03C—DOMESTIC PLUMBING INSTALLATIONS FOR FRESH WATER OR WASTE WATER; SINKS
- E03C1/00—Domestic plumbing installations for fresh water or waste water; Sinks
- E03C1/12—Plumbing installations for waste water; Basins or fountains connected thereto; Sinks
- E03C1/28—Odour seals
- E03C1/298—Odour seals consisting only of non-return valve
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
- E03F1/006—Pneumatic sewage disposal systems; accessories specially adapted therefore
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T137/00—Fluid handling
- Y10T137/402—Distribution systems involving geographic features
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T137/00—Fluid handling
- Y10T137/6851—With casing, support, protector or static constructional installations
- Y10T137/6966—Static constructional installations
- Y10T137/6969—Buildings
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T137/00—Fluid handling
- Y10T137/7287—Liquid level responsive or maintaining systems
- Y10T137/7313—Control of outflow from tank
- Y10T137/7316—Self-emptying tanks
- Y10T137/7319—By float
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)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Fluid Mechanics (AREA)
- Mechanical Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Sewage (AREA)
- Applications Or Details Of Rotary Compressors (AREA)
Description
KLASS INTERNATIONELLSVENSK E 03 f85 e:13 PATE NT- OCH REGISTRE RI NG SVERKET Ans. 5100/1958 inkom den 28/5 1958 utlagd den 25/11 1963 S A J LILJENDAHL, STAKET Anordning vid avloppssystem i byggnader Uppfinningen hanfor sig till avloppssystem L byggnader for bortledande av forhallandevis rent spillvatten, exempelvis spillvatten Iran golvbrunnar, tvfittstall och diskhoar. Vid tidigare kanda avloppssystem har transporten av spillvattnet genom ledningarna skett en-hart under inverkan av tyngdkraften genom att forlagga roren med kontinuerlig relativt brant lutning i transportriktningen. F6r att nedbringa str5mningsmotstandet har det dfirvid varit nodvandig att utfora roren med relativt stor diameter. Kravet pa stor diameter och kontinuerlig lutning hos roren har medfort, att kostnaderna for anskaffande av avloppsledningarna Mom byggnader blivit stora och att installationsarbetet blivit mycket thiskravande och kostbart. KLASS INTERNATIONELLSVENSK E 03 f85 e: 13 PATE NT- AND REGISTER RI NG SVERKET Ans. 5100/1958 was received on 28/5 1958 laid out on 25/11 1963 S A J LILJENDAHL, FENCE Device for sewage systems in buildings The invention relates to sewage systems L buildings for drainage of relatively clean wastewater, for example wastewater Iran floor drains, TV fittings and sinks. In prior art sewage systems, the transport of the waste water through the pipes has taken place only under the influence of gravity by relocating the pipes with a continuous relatively steep slope in the direction of transport. In order to reduce the flow resistance, it has therefore been necessary to make the pipes with a relatively large diameter. The requirement for a large diameter and continuous slope of the pipes has meant that the costs for acquiring the sewer lines in buildings have become large and that the installation work has become very demanding and expensive.
Uppfinningen avser att undanroja dessa nackdelar genom att anvanda en lufttryckskillnad som medel far framdrivning av spillvattnet genom rorsystemet mom byggaden. The invention intends to obviate these disadvantages by using an air pressure difference as a means of propelling the waste water through the pipe system to the building.
Uppfinningen har till foremal en anordning vid avloppssystem i byggnader for bortledande av fOrhallandevis rent avloppsvatten, exempelvis avloppsvatten fran golvbrunnar, tvattstall och diskhoar, vilken i huvudsak kannetecknas darav, att avloppen fran resp. golvbrunnar, tvattstall eller liknande Over var sin normalt slutna avstfingningsventil medelst rorledningar aro anslutna till ett hermetiskt slutet evakuerat rum, fran vilket leder ett fallror, som Over ett vattenlas eller annan instrOmning av luft forhindrande utloppsanordning inmynnar i en kloakledning eller liknande, varvid varje utloppet fran ett badkar, ett tvattstall eller liknande tilldelad avstfingningsventil fir utbildad som en automatiskt verkande ventil, vilken Oppnar sig, nfir vfitska strommar ut genom utloppet, och stfinger, när vfitskestromnaen har upphort. Genom att vid delta system det Sr skillnaden mellan ytterluftens tryck och trycket i den. evakuerade uppsamlingsbehallaren som bildar framdrivningskraften for spillvattnet genom avloppsroren, kunna dessa forlaggas horisontellt och till och med i motlut, vilket innebfir en avse yard -forenkling, da det gfiller installationsarbetet. The invention relates to a device in sewage systems in buildings for discharging relatively clean wastewater, for example wastewater from floor wells, washbasins and sinks, which can mainly be characterized by the fact that the drains from resp. floor drains, washbasins or the like Over each its normally closed shut-off valve by means of pipelines are connected to a hermetically sealed evacuated room, from which leads a downcomer, which Over a water seal or other inflow of air preventing outlet device opens into a sewer line or the like, each outlet from a bathtub, a washbasin or the like assigned shut-off valve is formed as an automatically acting valve, which opens, when vfitska flows out through the outlet, and stfinger, when the vfitske stream has ceased. By participating in the system it Sr the difference between the pressure of the outside air and the pressure in it. evacuated the collection tank which forms the propulsion force for the waste water through the sewage pipes, these can be placed horizontally and even in the opposite slope, which means a considerable yard simplification, as it ffiller the installation work.
Avloppssystemet fungerar sakert och ljudlast enar de automatiskt verkande avstfingningsventilerna vid badkar, tvattstall och dylikt hindra instromning av luft i systemet. The drainage system works safely and sound load unites the automatically acting shut-off valves at bathtubs, washrooms and the like prevent the inflow of air into the system.
EriSr redan vid mattligt vakuum i uppsamlingsbehallaren en avsevard fraradrivningskraft erhalles kan ett vasentligt hogre stromningsmotsta.nd i rOren tillatas an vid konventionella avloppssystem. Detta innebfir, att vid avloppssystemet enligt uppfinningen rarea kunna ha vasentligt mindre diameter fin SOT11 kan: tillatas vid konventionella avloppssystem, och detta medfor i sin fur minskade kostnader. Foretradesvis anvandas jamfarelsevis smala ror av bojlig plast, vilka aro ytterst bekvama att forlagga. If already at a moderate vacuum in the collection container a considerable propulsion force is obtained, a substantially higher flow resistance in the pipes can be allowed in conventional sewage systems. This means that in the sewage system according to the invention rarea can have a substantially smaller diameter fine SOT11 can: be allowed in conventional sewage systems, and this entails in its fur reduced costs. Preferably, comparatively narrow tubes of flexible plastic are used, which are extremely convenient to place.
En sfirskilt ienkel ventlianardning innefattar en ventilstyrd flottor, som Sr anordnad i ett hermetiskt slutet, av spillvattnet ge-. nomstrommat flottorhus, vilket i syfte att med liten volym forena star lyftkraft pa flotWren kan utforas som en stdende avlang cylinder med en bottenoppning, som kontrolleras av den som ventilkropp utformade flottaren och fir ansluten till en rarledning, vilken for till den evakuerade uppsamlingsbehallaren. A very simple valve arrangement comprises a valve-controlled floats, which Sr arranged in a hermetically sealed end, of the waste water ge-. nomtrommat float housing, which in order to combine with small volume lifting force on the floatWren can be designed as a standing elongated cylinder with a bottom opening, which is controlled by the float-shaped float body and is connected to a conduit, which leads to the evacuated collection container.
I sadana fall, da aminstone en del av de golvbrunnar och liknande, som firo anslutna till avloppssystemet, ligger pa vasentligt hog-re niva an kloakledningen eller liknande, till vilken byggnadens avloppssystem Sr anslutet, kan spillvattnets potentiella energi utnyttjas for alstrande och uppratthallande av det erforderliga vakuet i uppsamlingsbehallaren. Enligt en vidare utveckling av uppfinningen aro till avloppssystemet anslutna en eller flera dylika vakuumalstrare. En typ av vakaumalstrare, som genom sin enkla konstruktion lampar sig sfirsIdlt val for uppfinningens syfte, kannetecknas darav, att den innefattar en pa hogre niva belagen uppsamlingsbehallare, som riled tillhorande fallror Sr sa anordnad, att det fran uppsamlingsbehaIlaren por- 2— — tionsvis utslappta vattnet bildar sammanhangande, roret utfyllande vattenkolvar, som vid sin rorelse Bed genom roret suger luft fran en till fallr8rets oversta del over ett avgrenat ror ansluten vakuumbehallare, vilken over en ventil, som reducerar vakuet till onskat var- de, star i forbindelse med respektive behallares vakuumrum. Vakuumbehallaren kan dar- vid lampligen vara ansluten till fallrorets ovre del Over en backventil, som hindrar luft fran att tranga in i grenroret fran fallroret. In such cases, when at least some of the floor drains and the like which are connected to the sewer system are located at a substantially higher level than the sewer line or the like, to which the building's sewer system is connected, the potential energy of the wastewater can be used to generate and maintain it. required vacuum in the collection container. According to a further development of the invention, one or more such vacuum generators are connected to the drainage system. A type of vacuum generator which, by its simple construction, is suitable for the purpose of the invention, can be characterized in that it comprises a collection container located on a higher level, which is arranged with associated traps so as to be dispensed from the collection container in portions. the water forms continuous water-filling flasks, which during their movement Bed through the rudder suck air from a vacuum container connected to the upper part of the downcomer over a branched pipe, which via a valve, which reduces the vacuum to the desired value, is connected to the respective container. vacuum space. The vacuum container can then suitably be connected to the upper part of the downcomer via a non-return valve, which prevents air from penetrating into the manifold from the downcomer.
Uppfinningen skall nu beskrivas narmare med ledning av bifogade ritning. The invention will now be described in more detail with reference to the accompanying drawing.
Fig. 1 visar i vertilEalsektion en avloppsanordning enlist uppfinningen, vid vilken det evakuerade rummet utgores av ett hermetiskt slutet, i en hydraulisk vakuumpump ingfiende flottorkfirl. Fig. 1 shows in the vertical section a drainage device according to the invention, in which the evacuated space is constituted by a hermetically sealed floating vessel in a hydraulic vacuum pump.
Fig. 2 visar en tvarsektion genom en byggnad, i vilken Or installerat ett avloppssystem enlist uppfinningen. Fig. 2 shows a cross section through a building, in which Or has installed a drainage system according to the invention.
Fig. 3, 4 oeh 5 visar schematiskt arbetssattet hos den i avloppsanordningen enlist fig. 1 ingaende hydrauliska vakuurnpumpen. Figs. 3, 4 and 5 schematically show the operation of the hydraulic vacuum pump included in the drainage device shown in Fig. 1.
Vid utforingsformen enlist fig. 1 utgores det hermetiskt slutna evakuerade rummet av ett med tattslutande lock 29 forsett flottorkarl 10. Flottarkarlet 10 star genom en centralt placerad bottenoppning i forbindelse /lied ett i huvudsak vertikalt ror ii, som vid den ned- re anden mynnar ut i ett konventionellt kloaksystem over ett vattenlas 11, 12, eller annan, instromning av luft i det evakuerade rummet forhindrande anordning. I karlet 10 är anbragt en flottor 13, som nedtill är utformad med en konisk ventilkropp 11, vilken cla flottoren in-tar sitt nedersta lage vilar mot den som koniskt sate utbildade bottenoppningen i fIottorkarlet 10. In the embodiment shown in Fig. 1, the hermetically sealed evacuated space consists of a float vessel 10 provided with a tight-fitting lid 29. The float vessel 10 stands through a centrally located bottom opening in connection with a substantially vertical pipe ii, which opens out at the lower duct. in a conventional sewer system over a water laser 11, 12, or other, inflow of air into the evacuated space preventing device. Arranged in the vessel 10 is a float 13, which is formed at the bottom with a conical valve body 11, which cla the float occupies its lowest layer rests against the conically formed bottom opening in the float vessel 10.
Nedanfor flottOrkarlets lock aro i karlvaggen upptagna ett flertal runt omkretsen for- delade hal, genom vilka ett motsvarande an- tal, lampligen av bojlig plast utforda avloppsledningar frfin badkar, tvattstall och liknande sanitara apparater gastatt inmynnar. Pa rit- ningen är endast err dylik rorledning 30 inritad, vilken leder fran ett tvdttstall 42 Over en normalt slut en ventil 31. Under locket 29 Or anbragt en cylinderformig skarm 32, som hindrar vdtska, som strOmmar in genom resp. ror 30, fran att traffa flottoren 13. Below the fleet Orkarlet's lid, a number of halls distributed around the perimeter are accommodated in the vessel wall, through which a corresponding number, suitably of flexible plastic, challenge drainage pipes from fine bathtubs, wash stables and similar sanitary appliances. In the drawing, only such a pipe 30 is drawn, which leads from a washroom 42 Over a normal end a valve 31. Under the lid 29 Or arranged a cylindrical screen 32, which prevents liquid, which flows in through resp. ror 30, from hitting the float 13.
Det slutna karlet 10 star upptill genom ett rOr 33 och ett ror 18, som Or avgrenat fran fallroret 11 omedelbart under flottorhuset 10 och invid detta innehaller en backventil 19, i fOrbindelse med en icke visad vakuumbehallare, I vilken ett vakuum uppratthalles, som ãr hogre an det vakuum, som fordras i karlet 10 for att suga fram vatska till karlet genom avloppsroren 30. I roret 33 är anbragt en tryckreducerande ventil 34, som automatiskt stanger, ndr differensen mellan trycken pa rimse sidor om ventilen understiger ett forutbestarlit varde. Den ovan namnda, vid anden av respektive reorledning 30 anbraga flottorventilen 31 be-star enlist fig. 1 av ett flottorhus 35 och en i detta anbragt flottor 36, som Or rOrlig upp och ned i flottorhuset, styrrl mellan pa dettas sidor anbragta flansar 37. I flottorens pa ritningen visade nedre 'age anligger dess koniskt utformade nedre ande tatt mot ett pa motsvarande satt utformat sate vid overgangen till en roranslutning 39, till vilken det ovan namnda, till flottorhuset 10 ledande plastrdret 30 Or anslutet, medan flottoren i sitt Owe granslage anligger mot en fordelningsplat 40, infast ett styeke under locket. Genom en centrait i detta anordnad roranslutning 41 Or flottrirhuset 35 anslutet till avloppsledningen fran ett tvattfat 42 eller liknande, sa att vatska stromar in i flottOrhuset och lyfter flottriren, nOr bottenventilen i tvattfatet oppnas. Varje gang detta sker suges vatska genom ledningen 37 in i det evakuerade flottOrhuset 10. Nar tvattfatet 42 tomts och vfitskenivan i avstangningsventilens 31 flottorhus 35 sjunkit tillrackligt langt for att ventilen skall stangas, avbrytes tillstramningen av vatska till flottorhuset 10. Allteftersom vatska inkommer i och borjar fylla flottorhuset 10 suges en motsvarande mangd luft ut genom ventilen 34, sd att vakuet i flottOrhuset forblir i huvudsak konstant. Pa liknande satt insuges genom andra ror 30 vatska satsvis till flottorhuset 10 fran andra anslutna tvattfat eller liknande. Nar den fria vatskeytan i flottOrhuset 10 stigit till en av vakuet i grenledningen 18 betingad niva, lyfter flottoren 13 snabbt Fran sitt sate och slapper pl8tsligt ut den uppsanilade vatskemangden i fallroret 11, for att titer stanga innan flottorhuset helt tomts vatska. Den i fallrummet 11 utslappta vatskemangden bildar darvid en fallrorets tvarsektion helt utfyllande vatskekolv, som under sin fallrorelse ned genom roret 11 driver ut luft i detta genom vattenlaset och suger in en annan kvantitet luft fran den ieke visade behallaren genom grenroret 18 under oppnande av backventilen 19. Den. visade anordningen alstrar alltsa sjalv det vakuum, som erfordras for att suga fram vatskan till karlet 10 genom de smala rorledningarna 30, under utnyttjande av den potentiella energin hos det avfallsvatten, som uppsamlas i karlet 10. Det Or dock tydligt, att en sarskild, exempelvis elektromotordriven vakuumpump kan anvandas for uppratthallande av onskat vakuum I rummet 10, varvid givetvis den flottorkontrollerade bottenventilen blir overflddig. The closed vessel 10 stands at the top through a tube 33 and a tube 18, which is branched from the downcomer 11 immediately below the float housing 10 and next to it contains a non-return valve 19, in connection with a vacuum container (not shown), in which a vacuum is maintained, which is higher to the vacuum required in the vessel 10 to draw liquid to the vessel through the drain pipes 30. A pressure reducing valve 34 is arranged in the pipe 33, which automatically closes if the difference between the pressures on the strip sides if the valve is less than a predetermined value. The aforesaid float valve 31 arranged at the end of the respective re-line 30 consists only of Fig. 1 of a float housing 35 and a floats 36 arranged therein, which are movable up and down in the float housing, control between flanges 37 arranged on their sides. In the lower age of the float shown in the drawing, its conically shaped lower spirit abuts against a correspondingly shaped seat at the transition to a rudder connection 39, to which the above-mentioned plastic pipe 30 leading to the float housing 10 is connected, while the float in its Owe spruce abuts against a distribution plate 40, insert a styeke under the lid. Through a centrait in this arranged pipe connection 41 Or the float tube housing 35 is connected to the drain line from a washbasin 42 or the like, so that liquid flows into the float tube housing and lifts the float tube when the bottom valve in the washbasin is opened. Each time this is done, liquid is sucked through the line 37 into the evacuated float housing 10. When the washbasin 42 is empty and the whip shank in the float valve 31 of the shut-off valve 31 has sunk far enough for the valve to close, the tightening of liquid to the float housing 10 is interrupted. filling the float housing 10, a corresponding amount of air is sucked out through the valve 34, so that the vacuum in the float housing remains substantially constant. Similarly, water is sucked through other tubes 30 batchwise into the float housing 10 from other connected washbasins or the like. When the free water surface in the float housing 10 has risen to a level conditioned by the vacuum in the branch line 18, the float 13 quickly lifts from its seat and suddenly releases the sealed water basket in the downpipe 11, to titrate the rod before the float housing is completely empty of liquid. The water basket released in the downcomer 11 thereby forms a fully filling water piston in the transverse section of the downcomer, which during its downward movement down through the pipe 11 expels air therein through the water load and sucks in another quantity of air from the container shown through the manifold 18 while opening the non-return valve 19 The. The device shown thus generates the vacuum required to suck the liquid to the vessel 10 through the narrow pipelines 30, utilizing the potential energy of the waste water collected in the vessel 10. It is clear, however, that a special, e.g. electric motor-driven vacuum pump can be used to maintain the desired vacuum in the space 10, whereby of course the float-controlled bottom valve becomes superfluous.
Den ovan beskrivna vakuumalstraren med sIutet flottorkarl Or tydligen for sin ratta funktion beroende av att ett visst minsta vakuum uppratthalles i den for flera apparater gemensamma vakuumbehallare, med vilken grenroret 18 star i forbindelse. For att eliminera detta beroende Or enlist fig. 5 i grenroret 18 bortom det stalk, dar roret 33 inmynnar — —3 i grenrOret, monterad en i sin helhet med 45 betecknad avstangningsventil, vilken stanger automatiskt, om vakuet i flottorkarlet 10 skul- le understiga ett forutbestamd varde. Ventilen 45 dr pa ritningen visad som en k1affventil, vilken är svangbar kring axeln 46 och stra- var att svanga till stangt lage under inverkan av en viktbelastad arm 47. Norman Mlles dock armen 471 ett upplyft, mot oppen ventil svarande lage av en kolv 48, som är glidbar i en cylinder 49 och medelst en lank 50 är forbunden med armen. Cylinderrummet ovan- f5r kolven ãr medelst ett Ha. 51 forbundet med flottorhusets 10 luftrum, sa att sã range ett tillrackligt vakuum rider i flottorhuset, kolven halles upplyft i sitt visade ovre granslage, medan om lufttrycket i flottorhuset stiger Over det fOreskrivna vardet, kolven faller ned. genom eylindern och tillater ventilen att stanga. The vacuum generator described above with a float vessel is apparently for its steering function due to the fact that a certain minimum vacuum is maintained in the vacuum container common to several devices, with which the manifold 18 is connected. To eliminate this dependence, Fig. 5 is shown in Fig. 5 in the manifold 18 beyond the stalk where the tube 33 opens into the manifold, mounted a shut-off valve designated in its entirety by 45, which automatically shuts off if the vacuum in the float vessel 10 should fall below a predetermined value. The valve 45 is shown in the drawing as a valve valve, which is pivotable about the shaft 46 and tends to pivot to a rod bearing under the influence of a weight-loaded arm 47. Norman However, the arm 471 has a raised, open valve-like bearing of a piston 48 , which is slidable in a cylinder 49 and by means of a link 50 is connected to the arm. The cylinder space above the piston is by means of a Ha. 51 connected to the air space of the float housing 10, so that as far as a sufficient vacuum rides in the float housing, the piston is held raised in its shown upper spruce, while if the air pressure in the float housing rises above the prescribed value, the piston falls down. through the cylinder and allows the valve to close.
En forutsattning for att lagesenergin has tvattvattnet eller an.nat avfallsvatten skall kunna utnyttjas for alstrande av vakuum un- der utnyttjande av reIativt klena ledningar dr givetvis, att detsamma är jamforelsevis rent och i vane fall icke är uppblandat med ex- krementer Iran vattenklosetter. I fig. 2 visas en fullstandig anlaggning, i vilken det av av- fallsvattnet alstrade vakuet utnyttjas for transport av vattenklosetternas innehall genom ett sd.rskilt rOrsystem till en under va- kuum staende uppsamlingsbehallare, medan det egentliga avfallsvattnet avledes till kloaksystemet via enligt uppfinningen utforda vakuumalstrare. A prerequisite for the legal energy to be the wash water or other waste water must be able to be used for the generation of vacuum while utilizing relatively small pipes, of course, that the same is comparatively clean and usually is not mixed with excrement Iran water closets. Fig. 2 shows a complete plant, in which the vacuum generated by the waste water is used for transporting the contents of the water closets through a special pipe system to a collection container under vacuum, while the actual waste water is diverted to the sewer system via a challenge according to the invention. vacuum generators.
I sagda figur 2 beteeknar 52 en vakuumbehallare, 53 vakuunnalstrare av i fig. 1 visat slag, uppstallda pa det andra resp. tredje va- ningsplanet samt 54 ett badkar, 55 ett tvattstall och 56 en diskho pa sarama vanings- plan. Varje vakuumalstrare 53 är medelst ett sarskilt fallror 11 ansluten till kloakledningen 57, medan ett for bada de visade vakuum- alstrarna gemensamt r5r 58 forbinder va- kuumbehallaren 52 riled respektive vakuumalstrares grenror 18. Avloppsroren fran bad- kar, tvattstall och diskhoar uppstallda pa motsvarande vaningsplan dro Over var sin flottorkontrollerad ventil av i fig. 1 visat slag anslutna till ror 30, vilka inmynna i vakuumalstrarens flottorkarl 10, sasom visas i fig. 1. Badkar, tvattstall och diskhoar, som aro uppstallda ph det nedersta vaningsplanet, kunna pa liknande salt medelst en ledning 30 vara anslutna till ett slutet uppsamlingskarl 59, vilket ett vakuum, som sakerstaller framrinningen genom en mot rorelseriktningen lutande ledning uppratthalles pa liknande Ott som i vakuumalstrarnas 53 flottorhus. Karlet 59 dr forsett med en flottorkontrollerad bottenventil, genom vilken det uppsamlade vattnet via riiret 60 periodvis slappes ut kloakledningen 57. In said Fig. 2, 52 denotes a vacuum container, 53 vacuum generators of the type shown in Fig. 1, arranged on the second resp. third floor and 54 a bathtub, 55 a washbasin and 56 a sink on the same floor. Each vacuum generator 53 is connected by means of a special downcomer 11 to the sewer line 57, while for one of the vacuum generators shown, a common pipe 58 connects the vacuum container 52 to the respective drain pipes of the vacuum generators 18. Drainage pipes from bathtubs, washbasins and sinks are arranged on corresponding level each has its own float-controlled valve of the type shown in Fig. 1 connected to tubes 30, which open into the vacuum generator's float dryer 10, as shown in Fig. 1. Baths, washbasins and sinks, which are arranged on the lowest level of water, can be on similar salt by means of a line 30 be connected to a closed collecting vessel 59, which a vacuum, which secures the flow through a line inclined to the direction of movement, is maintained in a similar manner as in the float housing of the vacuum generators 53. The vessel 59 is provided with a float-controlled bottom valve, through which the collected water via the pipe 60 is periodically released from the sewer line 57.
FOrutom for framsugning av badvattnet och annat jamforelsevis rent avloppsvatten genom de relativt smala horisontella ledning- arna 30 till vakuumalstramas 53 flottorkarl resp. till uppsamlingskarlet 59 utnyttjas det vakuumbehallaren 52 alstrade vakuet for framsugning av exkrementer, urin och spol- vatten fran vattenklosetterna 61 genom det smala transportrOret 62 till en sluten uppsamlingstank 63, vilken Over rOret 61 star i forbindelse med vakuumbehallaren 52 och i vil- ken all& standigt vakuum radar. Ett dylikt vattenklosettsystem finns beskrivet i mitt belgiska patent 557 284. In addition to suction of the bathing water and other comparatively clean wastewater through the relatively narrow horizontal pipes 30 to the vacuum generators 53 floaters resp. to the collecting vessel 59 the vacuum generated by the vacuum container 52 is used for suction of excrement, urine and flushing water from the water closets 61 through the narrow transport tube 62 to a closed collection tank 63, which The tube 61 is connected to the vacuum container 52 and in which vacuum radar. Such a water closet system is described in my Belgian patent 557 284.
Verkningssattet hos den i avloppssystemet enligt fig. 1 ingaende hydrauliska vakuumpumpen skall nedan beskrivas narmare med ledning av fig. 3, 4 och 5. I dessa figurer ar flottorkarlet oppet, men denna skillnad inverkar ej pa funktionen. The mode of operation of the hydraulic vacuum pump included in the drainage system according to Fig. 1 will be described in more detail below with reference to Figs. 3, 4 and 5. In these figures the float vessel is open, but this difference does not affect the function.
Del skall antagas, att ett visst vakuum rider i den slutna behallare, med vilken. grenroret 18 star i forbindelse. Som foljd harav befinner sig en vatskepelare 20 med hojden h i fallr5ret 11. Flottorkarlet 10 antages vara endast delvis fyllt med vatska, varfOr flottoren 13 intar sitt nedre laze, i vilket flottorkarlets bottenoppning ar sluten. Pa flottoren 13 verkar i cletta lage en neditriktad kraft, vilken utgores av summan av flottorens vikt och den av vakuet i fallroret orsakade sugverkan pa ventilkonans 14 mot fallroret 11 vanda projicerade fria yta, och en uppatriktad kraft, vilken dr proportionell mot vikten av den av flottoren undantrangda vattenmassan. Allteftersom vatskenivan stiger i flottorkarlet 10 okas denna massa och till slut uppnas den punkt, da den av vatskemassan ga betingade uppatriktade kraften pa flottoren blir stOrre an summan av de nedatriktade krafterna. I delta ogonblick borjar flottoren r5ra sig uppat. I och Tried att flottoren lyft sig sa mycket, att vatska borjar stromma in i fallrOret 11, upphOr eller reduceras snabbt den pa ventilkonans undersida verkande sugkraften, sa att den nedatriktade summakraften pa flottOren sprangvis minskar. Som foljd harav lyfter sig flottoren snabbt till det lage, som betingas av mangden i flottorkarlet 10 befintlig vatska, varvid utloppsoppningen i flottorkarlets botten helt frilagges. Part shall be assumed that a certain vacuum rides in the closed container with which. manifold 18 star in connection. As a result, a water column 20 with the height h is located in the downcomer 11. The float vessel 10 is assumed to be only partially filled with liquid, for which reason the float 13 occupies its lower laze, in which the bottom opening of the float vessel is closed. The float 13 acts in the cletta to produce a downward force, which is constituted by the sum of the weight of the float and the suction effect caused by the vacuum in the downcomer on the valve cone 14 towards the downcomer 11, projected free surface, and an upward force, which is proportional to the weight of the float displaced the body of water. As the liquid level rises in the float vessel 10, this mass increases and eventually the point is reached when the upward force of the liquid mass given by the liquid mass becomes larger than the sum of the downward forces. At that moment, the fleet begins to move upwards. I and Tried that the float lifts so much that liquid begins to flow into the downcomer 11, the suction force acting on the underside of the valve cone ceases or is reduced rapidly, so that the downward summing force on the float decreases in steps. As a result, the float rises rapidly to the layer, which is conditioned by the amount of liquid present in the float vessel 10, whereby the outlet opening in the bottom of the float vessel is completely exposed.
Vatska fran flottorkarlet 10 strommar nu snabbt in i fallroret 11 under bildande av en detta helt utfyllande propp eller vatskekolv 21. Till en borjan aecelereras instromningen av det vakuum, som radet i fallroret 11 ovanf8r vatskepelaren. 20. .9.11teftersom vatskekolyen 21 under inverkan av tyngdkraften med accelererad hastighet faller djupare ned i fallroret 11 alms trycket hos den mellan vatskekolven 21 och vatskepelaren 20 instangda luftvolymen 22, varfor vatskepelaren 20 borjar sjunka i fallroret 11. Samtidigt sjunker vatskenivan i flottorkarlet 10, flottoren 13 ror sig neat och lagger sig slutligen med sin som 4— — ventilkona 14 utformade nedre ande mot ventilsatet 15, varvid tillstromningen av vatska till fallroret avbrytes. Vid lamplig dirnensionering av flottorkarlet 10 har nu en sá stor kvantitet vatska slappts in i fallroret 11, att den i della bildade vatskekolvens 21 langd avsevart overstiger vatskepelarens 20 ursprungliga hojd h. Vatskekolven 21 faller darfor vidare ned genom roret 11 under undantrangande av hela vatskepelaren 20 och av den ovanfOr denna befintliga luftvolymen 22 och intar sjalv vatskepelarens 20 plats. Liquid from the float vessel 10 now flows rapidly into the downcomer 11, forming a completely filling plug or liquid flask 21. At first the inflow is accelerated by the vacuum which the row in the downcomer 11 above the water column. 20. .11 as the water cooler 21 under the influence of gravity at accelerated speed drops deeper into the downcomer 11 as the pressure of the air volume 22 trapped between the water piston 21 and the water column 20 causes the water column 20 to start sinking in the downcomer 11. the float 13 does not move and finally settles with its lower spirit shaped like a valve cone 14 against the valve seat 15, whereby the inflow of liquid to the downcomer is interrupted. In the appropriate dimensioning of the float vessel 10, such a large quantity of liquid has now been let into the downcomer 11 that the length of the water flask 21 formed in some parts exceeds the original height h of the water column 20. The water flask 21 therefore falls further down through the pipe 11 while displacing the entire water column 20. and of the air volume 22 existing above it and itself takes the place of the water column 20.
Da enligt ovan vatska fran flottiirkarlet 10 strommade in i fallroret 11 och tenderade att Oka trycket i detta stangdes bakslagsventilen 19, sa att vatska hindrades frail att stromnia in i det under vakuum staende grenroret 18. Sedan flottorventilen 11, 15 stangt skapas bakom den fallande vatskeproppen 21 ett vakuum, vilket foranleder bakslagsventilen 19 att ger Oppna, och allteftersom vatskeproppen faller vidare suges luft fran vakuumtanken in i fallroret 11, sa att en ny volym luft samlar sig i fallroret ovanfor vatskeproppen. Samtidigt nedgar givetvis trycket i vakuumkarlet, varfor den nya vatskepelaren 20, som ersatter den foregaende, kommer att sta nagot hogre an denna. Nar Ater tillrackligt mycket vatska samlats i flottorkarlet 10 inslappes frail delta en ny vatskepropp i fallroret 11, varefter forloppet upprepas pa ovan beskrivet satt under etappvis utpumpning av luft fran vakuumtanken. Pa grund av det gradvis stigande -vakuet i vakuumtanken och I det i fOrbindelse med denna staende fallroret 11 okas efter varje fullbordad pump cykel den av vakuet fdrorsakade nedatriktade kraften pa flottoren 13, sã att efter varje utportionering av vatska till fallroret 11 en stOrre uppatriktad kraft pa flottOren erfordras for aft flottOrventilen skall oppna. Detta innebar, att flottorventilen 14, 15 oppnar vid alit hogre vatskeniva I flottorkarlet 10, sa att alit storre kvantiteter vatska slappas ut i fallrOret och i delta bilda alit langre vatskekolvar. Vid lamplig dimensionering av flottOrkarl °eh flottor kan man erna, att varje gang icke mera vatska utslappes i fallroret an som knaves for att bilda en propp av den langd, som är erforderlig med hansyn till det i vakuumkarlet uppnadda vakuet, varigenom effektiviteteu kan forvantas bli hog. When, according to the above, liquid from the float vessel 10 flowed into the downcomer 11 and tended to increase the pressure in it, the non-return valve 19 was closed, so that liquid was prevented from flowing into the vacuum branch pipe 18. Then the float valve 11, 15 rod is created behind the falling water plug 21 a vacuum, which causes the check valve 19 to give Oppna, and as the liquid stopper falls further, air from the vacuum tank is sucked into the downcomer 11, so that a new volume of air collects in the downcomer above the water stopper. At the same time, of course, the pressure in the vacuum vessel decreases, so that the new water column 20, which replaces the previous one, will be slightly higher than this. When enough liquid has been collected in the float vessel 10 again, a new liquid plug is let into the downcomer 11, after which the process is repeated in the manner described above during stepwise pumping out of air from the vacuum tank. Due to the gradually rising vacuum in the vacuum tank and in connection with this standing downcomer 11, after each completed pump cycle the downward force caused by the vacuum on the float 13 increases, so that after each dispensing of liquid to the downcomer 11 a greater upward force is applied. on flotOren is required for aft flotOrventilen shell to achieve. This meant that the float valve 14, 15 opens at a higher water level in the float vessel 10, so that larger quantities of liquid are released into the trap and in the delta form longer liquid flasks. With the appropriate dimensioning of the fleet or fleets, it can be seen that each time no more liquid is released into the downcomer which is squeezed to form a plug of the length required in view of the vacuum obtained in the vacuum vessel, whereby efficiency can be expected to be hog.
Claims (6)
Priority Applications (11)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NO108956D NO108956L (en) | 1958-05-28 | ||
CA666657A CA666657A (en) | 1958-05-28 | Production and utilizing of vacuum | |
IT608840D IT608840A (en) | 1958-05-28 | ||
BE579095D BE579095A (en) | 1958-05-28 | ||
SE510058A SE190445C1 (en) | 1958-05-28 | 1958-05-28 | |
GB17772/59A GB917313A (en) | 1958-05-28 | 1959-05-25 | Improvements relating to sewage disposal systems for buildings |
AT385659A AT238658B (en) | 1958-05-28 | 1959-05-25 | Arrangement on house drainage systems |
CH7355259A CH389520A (en) | 1958-05-28 | 1959-05-25 | Device for draining waste water from basins |
FR795625A FR1230696A (en) | 1958-05-28 | 1959-05-26 | Improvement in the production and use of vacuum |
US816131A US3181553A (en) | 1958-05-28 | 1959-05-27 | Production and utilization of vacuum |
ES0249699A ES249699A1 (en) | 1958-05-28 | 1959-05-27 | Production and utilization of vacuum |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SE510058A SE190445C1 (en) | 1958-05-28 | 1958-05-28 |
Publications (1)
Publication Number | Publication Date |
---|---|
SE190445C1 true SE190445C1 (en) | 1964-07-07 |
Family
ID=20265703
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SE510058A SE190445C1 (en) | 1958-05-28 | 1958-05-28 |
Country Status (11)
Country | Link |
---|---|
US (1) | US3181553A (en) |
AT (1) | AT238658B (en) |
BE (1) | BE579095A (en) |
CA (1) | CA666657A (en) |
CH (1) | CH389520A (en) |
ES (1) | ES249699A1 (en) |
FR (1) | FR1230696A (en) |
GB (1) | GB917313A (en) |
IT (1) | IT608840A (en) |
NO (1) | NO108956L (en) |
SE (1) | SE190445C1 (en) |
Families Citing this family (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
BE390891A (en) * | 1965-12-10 | 1900-01-01 | ||
SE328531C (en) * | 1969-02-14 | 1973-07-23 | Gustavsbergs Fabriker Ab | Drainage system |
SE338953B (en) * | 1970-11-26 | 1971-09-20 | Electrolux Ab | |
US3760837A (en) * | 1971-11-18 | 1973-09-25 | Electrolux Ab | Apparatus for controlling flow of waste liquid into a pneumatic liquid disposal system |
US3777778A (en) * | 1972-08-30 | 1973-12-11 | Johnson Service Co | Two-position liquid level controller |
US3956776A (en) * | 1975-05-28 | 1976-05-18 | Thetford Corporation | Liquid waste material conveying system for toilets and the like |
SE409480B (en) * | 1977-12-14 | 1979-08-20 | Electrolux Ab | WAY TO TRANSPORT WASTEWATER BY VACUUM |
JPS55500692A (en) * | 1978-07-05 | 1980-09-25 | ||
DE3337224A1 (en) * | 1983-10-13 | 1985-05-02 | Triton Belco AG, 2000 Hamburg | Double-acting diaphragm pump for producing a vacuum and pumping waste water |
DE3546563C2 (en) * | 1985-07-18 | 1991-02-28 | Harald 2000 Hamburg De Michael | |
CN108797719B (en) * | 2018-07-25 | 2023-09-22 | 厚力德机器(杭州)有限公司 | Building kitchen garbage retrieves and vacuum drainage |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US482439A (en) * | 1892-09-13 | liernur | ||
US377681A (en) * | 1888-02-07 | le mirquand | ||
US263147A (en) * | 1882-08-22 | Thomas a | ||
US264329A (en) * | 1882-09-12 | Andee levett | ||
US439687A (en) * | 1890-11-04 | Discharge attachment for wash-basins |
-
0
- BE BE579095D patent/BE579095A/xx unknown
- CA CA666657A patent/CA666657A/en not_active Expired
- NO NO108956D patent/NO108956L/no unknown
- IT IT608840D patent/IT608840A/it unknown
-
1958
- 1958-05-28 SE SE510058A patent/SE190445C1/sv unknown
-
1959
- 1959-05-25 CH CH7355259A patent/CH389520A/en unknown
- 1959-05-25 AT AT385659A patent/AT238658B/en active
- 1959-05-25 GB GB17772/59A patent/GB917313A/en not_active Expired
- 1959-05-26 FR FR795625A patent/FR1230696A/en not_active Expired
- 1959-05-27 US US816131A patent/US3181553A/en not_active Expired - Lifetime
- 1959-05-27 ES ES0249699A patent/ES249699A1/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
BE579095A (en) | 1900-01-01 |
FR1230696A (en) | 1960-09-19 |
CH389520A (en) | 1965-03-15 |
ES249699A1 (en) | 1959-12-01 |
IT608840A (en) | 1900-01-01 |
CA666657A (en) | 1963-07-16 |
AT238658B (en) | 1965-02-25 |
GB917313A (en) | 1963-02-06 |
NO108956L (en) | |
US3181553A (en) | 1965-05-04 |
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