EP2354342A1 - Installation de relèvement d'eaux usées - Google Patents

Installation de relèvement d'eaux usées Download PDF

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Publication number
EP2354342A1
EP2354342A1 EP10015936A EP10015936A EP2354342A1 EP 2354342 A1 EP2354342 A1 EP 2354342A1 EP 10015936 A EP10015936 A EP 10015936A EP 10015936 A EP10015936 A EP 10015936A EP 2354342 A1 EP2354342 A1 EP 2354342A1
Authority
EP
European Patent Office
Prior art keywords
collecting container
wastewater
pump
bulk material
sewage
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
EP10015936A
Other languages
German (de)
English (en)
Other versions
EP2354342B1 (fr
Inventor
Michael Becker
Michael Schenker
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.)
KSB SE and Co KGaA
Original Assignee
Becker Elektromaschinenbau GmbH
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 Becker Elektromaschinenbau GmbH filed Critical Becker Elektromaschinenbau GmbH
Priority to SI201031615T priority Critical patent/SI2354342T1/en
Priority to PL10015936T priority patent/PL2354342T3/pl
Publication of EP2354342A1 publication Critical patent/EP2354342A1/fr
Application granted granted Critical
Publication of EP2354342B1 publication Critical patent/EP2354342B1/fr
Priority to HRP20180128TT priority patent/HRP20180128T1/hr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/22—Adaptations of pumping plants for lifting sewage

Definitions

  • the invention relates to a wastewater lifting plant, with at least one bulk substance collecting container, a liquid collecting container and a sewage shaft for receiving the abovementioned plant components.
  • the sewer manhole thus serves for the storage or enclosure of at least the bulk material collecting container and the liquid collecting container.
  • Such sewage lifting plants are basically known and are exemplified in the EP 0 846 810 A2 , of the EP 1 108 822 B1 or even the FR 752 942 described.
  • the advantage or the core of the known wastewater lifting systems can be seen in the at least one bulk material collecting container. Because the bulk material Sammei matterser is equipped with at least one arranged in its interior separating wire.
  • the dividing screen divides the barrier collection container into a barrier loaded container section and a non-barrier container section. Only the non-barrier container area is connected to the pump and thus the liquid receiver. Accordingly, prepurified wastewater is stored in the liquid collecting tank.
  • the pump In order to raise the wastewater to a certain (higher) level by means of the sewage lifting system, the pump is regularly connected to a pressure line, which in turn is generally connected to the barrier-contaminated container area of the bulk material collecting container.
  • the pump is used only for the promotion of pre-treated wastewater, so that on the one hand relatively small pumps can be used and on the other hand, the life of such pumps is significantly higher compared to Wastewater lifting plants that operate without such a bulk waste collection tank. This has proven itself in principle.
  • the known systems according to, for example, the EP 1 108 822 B1 rely on a prefabricated fluid reservoir, which is usually made of plastic or steel.
  • the liquid collecting tank is installed in the sewer manhole together with the bulk material collecting tank and the at least one pump. This results in not inconsiderable investment costs.
  • the invention aims to provide a total remedy.
  • the invention is based on the technical problem of further developing such a wastewater lifting plant such that, in particular, the investment costs are significantly reduced.
  • a generic wastewater lifting plant is characterized in the invention in that the liquid collecting container is formed in the sewer manhole as its partial component.
  • the sewer manhole thus assumes a dual function. First of all, it acts as before and unchanged as a cavity or receiving chamber for the bulk material collecting container and, for example, a pump associated with the bulk material collecting container.
  • the liquid collecting tank finds place in the sewer manhole.
  • the sewer manhole according to the invention (at least in part) at the same time assumes the function of the liquid collecting tank.
  • the liquid reservoir is generally formed at the foot end of the sewer well.
  • the foot-side portion of the sewer manhole acts as a liquid reservoir.
  • the foot-side region of the sewer manhole is used as a liquid collecting container and a separately produced liquid collecting container with the associated not inconsiderable investment costs is unnecessary.
  • the sewer manhole is generally filled to a predetermined maximum liquid level with pre-treated wastewater defining the liquid receiver.
  • the wastewater is usually fed via a feed distributor to the bulk material collecting container.
  • the bulking-Sammei matterser is realized in a separate housing, which has in its interior already mentioned initially separating sieve.
  • the dividing screen subdivides the bulk material collecting container into the container area which is loaded with a barrier substance and the container area which is impermeable to the substance. Only the barrier-free container area communicates with the liquid collecting container, so that only pre-cleaned wastewater passes under definition of the liquid collecting container in the sewer manhole.
  • the at least one pump associated with the bulk material collecting tank is now located wholly or partially in the pump sump of the wastewater shaft.
  • This pump sump is formed by the pre-treated waste water, which fills the sewer manhole and defines the liquid collecting tank, which is integrated into the sewer manhole.
  • the pump associated with the bulk material collecting tank is therefore a submersible pump.
  • Such a submersible pump is usually designed as a (centrifugal) pump, which is immersed in the liquid to be conveyed, in this case in the pre-cleaned wastewater.
  • the non-contaminant collecting container is usually above the maximum liquid level inside the sewer manhole. Of course, this is not mandatory. Because the bulk material collection container is usually designed to be closed, so that it can also be arranged in the liquid below the maximum liquid level.
  • the upstream of the bulk material collection container inlet manifold is usually above the maximum liquid level, for example, to facilitate any maintenance or cleaning work.
  • an arrangement of the inlet manifold in the liquid is conceivable because the inlet manifold is also formed closed.
  • the supply manifold generally has an emergency overflow and is connected to the liquid reservoir by means of this emergency overflow.
  • the pump or submersible pump is connected via at least one connecting line with the bulk material collecting container.
  • This connecting line is generally located at least partially in the pump sump. In most cases, two connecting lines are realized, which are connected on the one hand to the barrier-free and on the other hand the cut-off material loaded area of the bulk material collecting container.
  • one or two pressure lines are still provided which connect the bulk material collecting container and / or the liquid collecting container with, for example, a downstream waste water treatment plant. Because the wastewater lifting plant described serves, for example, to raise the wastewater passed through to a certain level, so that this can then be further treated in the wastewater treatment plant or a wastewater treatment plant.
  • the sewer manhole is designed as an existing and / or prefabricated cavity.
  • This cavity may for example be lined with existing and brick walls.
  • walls made of plastic and / or steel or comparable materials are alternatively or additionally conceivable.
  • existing wastewater shafts can be equipped or retrofitted with the wastewater lifting plant according to the invention.
  • the liquid collecting tank can be saved plant technology, which corresponds to significant cost advantages over previous approaches.
  • existing sewage lifting systems can be rehabilitated easily and the existing sewer manhole can be used advantageously.
  • the main benefits are the main benefits.
  • FIGURE shows a wastewater lifting plant according to the invention in a schematic section.
  • a wastewater lifting plant which is located in its basic structure in a sewer manhole 1.
  • the wastewater lifting plant includes at least one bulk substance collecting container 2 and a liquid collecting container 3 and finally at least one pump 4.
  • an inlet distributor 5 which, however, is basically dispensable.
  • the bulk material collecting container 2, the liquid collecting container 3, the pump 4 and finally the feed distributor 5 are taken together taken as plant parts 2, 3, 4, 5 in the sewer manhole 1 or housed by the sewer manhole 1.
  • the bulk material collecting container 2 has its own housing with a dividing sieve 6 located therein and merely indicated. Instead of or in addition to this dividing sieve, a combined shut-off / sieve device can also be realized. In any case, the bulk material collecting container 2 is subdivided into a container area 2 a which is loaded with a barrier substance and a container area 2 b without a barrier material.
  • the liquid collecting container 3 is formed in the sewer manhole 1 as its partial and integral component.
  • the sewer manhole 1 assumes a dual function. First of all, it serves for receiving or enclosing the plant parts 2, 3, 4, 5 in the example case and beyond to the definition of the liquid collecting container 3, the separate design and manufacture is therefore unnecessary according to the invention.
  • the liquid collecting tank 3 is formed at the foot of the sewage pit 1.
  • the sewage shaft 1 is consequently filled up to a predetermined maximum liquid level S with prepurified wastewater with definition of the liquid collecting container 3.
  • the bulky Sammeibereheater 2, the pump 4 is assigned.
  • the pump 4 is a submersible pump, which may be designed as a centrifugal pump.
  • the pump or submersible pump 4 is wholly or partially disposed in the pump sump, which forms the foot side of the sewer manhole 1 to the level of the liquid level S pre-cleaned wastewater.
  • the bulk material reservoir 2 above the maximum liquid level S.
  • the Inlet manifold 5 above the questionable maximum liquid level S arranged. Such an arrangement is advisable not to mix in the feed manifold 5 and the bulk material Sammei matterer 2 and loaded with blocking substances F wastewater with existing in the liquid collecting tank 3 and pre-cleaned wastewater.
  • the feed distributor 5 is connected upstream of the bulk material collecting container 2. Through the feed distributor 5 polluted wastewater F loaded via a coupling line 7 in the bulk material collection container 2. By the existing separation screen 6, the barrier materials F are retained in the contaminated container portion 2a and only freed of blocking substances F and pre-cleaned wastewater flows following the arrows via the impermeable container area 2b and a bypass 9 to a connecting line 8 in the pump 4 and from there into the liquid collecting container 3rd
  • bypass 9 is connected to the non-barrier container area 2b, while the connecting line 8 communicates with the container area 2a which is loaded with a barrier material, which in turn is connected on the output side to a pressure line 10. Additional and provided, for example inside the bulk material collection container 2 flaps ensure that the flow of sewage is defined as described below.
  • the bulk material collecting container 2 is fed via the feed distributor 5 with the wastewater loaded with coarse matter or solids F.
  • the separating sieve 6 in the interior of the bulky substance collecting container 2 ensures the already described coarse cleaning of the wastewater contaminated with blocking substances F.
  • a separating screen 6 can of course also be dispensed with.
  • the already mentioned shut-off / screening device provided by way of example. This is usually a structural unit of a butterfly valve and a sieve.
  • shut-off / screening device in question may be realized instead of the flap indicated in the figure on the inlet side of the connecting line 8.
  • a comparable shut-off / screening device can be used, as in the utility model DE 20 2008 011 273 U1 the applicant is described.
  • the shut-off / screening device can be combined with the separating sieve 6 if necessary. Either way, the pre-cleaned wastewater collects in the liquid collecting tank 3 as an integral part of the sewage shaft 1.
  • the pump 4 may be flowed through, but can also work suction.
  • the pre-cleaned and collected in the liquid collecting tank 3 wastewater can now be transferred by means of the pump or submersible pump 4 via the bypass 9 and the connecting line 8 through the bulk material collecting container 2 in the pressure line 10.
  • the previously located on the screen 6 barrier materials F are rinsed from the separation screen 6.
  • the pump or submersible pump 4 only promotes pre-treated wastewater and can therefore be adapted to their interpretation of this.
  • the wastewater passes to an example downstream and not shown wastewater treatment plant.
  • the pressure line 10 can also be fed directly by means of the pump 4 from the liquid collecting container 3 with pre-cleaned wastewater located there.
  • a separate and dash-dot applied further pressure line 11 may be provided, which directly and the output side to the pump 4 below Bypassing of the bulk material Sammei mattersers 2 is connected and opens into the pressure line 10.
  • the connecting line 8 or the connecting lines 8, 9, via which the pump 4 communicates with the bulk material collecting container 2 is or are arranged at least partially in the pump sump.
  • the pump sump is formed by the pre-cleaned and recorded at the bottom of the sewer manhole 1 wastewater.
  • the pressure line 10 or the pressure line 11 connects the bulk material collecting container 2 and / or the liquid collecting container 3 with the already mentioned wastewater treatment plant.
  • the sewage shaft 1 may be formed as an existing cavity, which is equipped in the context of a renovation with the described sewage lifting plant in its interior.
  • the sewer manhole 1 for example, has masonry walls.
  • the walls can also be made of plastic, steel or other materials and combinations.

Landscapes

  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Sewage (AREA)
EP10015936.7A 2009-12-30 2010-12-22 Installation de relèvement d'eaux usées Active EP2354342B1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
SI201031615T SI2354342T1 (en) 2009-12-30 2010-12-22 Lifting plant for waste water
PL10015936T PL2354342T3 (pl) 2009-12-30 2010-12-22 Urządzenie rozdrabniająco-przepompowujące
HRP20180128TT HRP20180128T1 (hr) 2009-12-30 2018-01-23 Uređaj za podizanje otpadnih voda

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE202009017696 2009-12-30
DE202010001472U DE202010001472U1 (de) 2009-12-30 2010-01-29 Abwasserhebeanlage

Publications (2)

Publication Number Publication Date
EP2354342A1 true EP2354342A1 (fr) 2011-08-10
EP2354342B1 EP2354342B1 (fr) 2017-10-25

Family

ID=42146021

Family Applications (1)

Application Number Title Priority Date Filing Date
EP10015936.7A Active EP2354342B1 (fr) 2009-12-30 2010-12-22 Installation de relèvement d'eaux usées

Country Status (5)

Country Link
EP (1) EP2354342B1 (fr)
DE (1) DE202010001472U1 (fr)
HR (1) HRP20180128T1 (fr)
PL (1) PL2354342T3 (fr)
SI (1) SI2354342T1 (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2946062B1 (fr) * 2009-05-26 2014-06-06 H M T Separateur de matieres, notamment pour poste de relevage d'eaux usees, et poste de relevage en comportant application
DE102013221065A1 (de) * 2013-10-17 2015-04-23 Ksb Aktiengesellschaft Verfahren zum Erstellen einer Abwasserhebeanlage in einem Abwasserschacht sowie zugehörige Abwasserhebeanlage
DE102014208202A1 (de) * 2014-04-30 2015-11-05 Ksb Aktiengesellschaft Feststofftrennsystem
FR3070841B1 (fr) 2017-09-12 2021-07-16 Oreal Applicateur cosmetique

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR752942A (fr) 1932-07-12 1933-10-03 Pompes Et Compresseurs Baudot Installation de pompage des eaux chargées d'impuretés
US2531752A (en) * 1946-10-26 1950-11-28 Economy Pumps Inc Pumping apparatus for sumps
FR2410098A1 (fr) * 1977-11-24 1979-06-22 Soaf Dispositif pour le relevage d'un liquide
DE29505028U1 (de) * 1995-03-17 1995-07-27 Börner, Wolf-Dieter, 32457 Porta Westfalica Abwasserhebeanlage
EP0846810A2 (fr) 1996-12-06 1998-06-10 STRATE GmbH MASCHINENFABRIK FÜR ABWASSERTECHNIK Installation de levage d'eau usées
EP1108822A1 (fr) * 1999-12-17 2001-06-20 Michael Becker Installation de levage des eaux usées
DE202008011273U1 (de) 2008-08-25 2008-10-30 Becker Elektromaschinenbau Gmbh Abwasserhebeanlage

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR752942A (fr) 1932-07-12 1933-10-03 Pompes Et Compresseurs Baudot Installation de pompage des eaux chargées d'impuretés
US2531752A (en) * 1946-10-26 1950-11-28 Economy Pumps Inc Pumping apparatus for sumps
FR2410098A1 (fr) * 1977-11-24 1979-06-22 Soaf Dispositif pour le relevage d'un liquide
DE29505028U1 (de) * 1995-03-17 1995-07-27 Börner, Wolf-Dieter, 32457 Porta Westfalica Abwasserhebeanlage
EP0846810A2 (fr) 1996-12-06 1998-06-10 STRATE GmbH MASCHINENFABRIK FÜR ABWASSERTECHNIK Installation de levage d'eau usées
EP1108822A1 (fr) * 1999-12-17 2001-06-20 Michael Becker Installation de levage des eaux usées
EP1108822B1 (fr) 1999-12-17 2002-10-23 Michael Becker Installation de levage des eaux usées
DE202008011273U1 (de) 2008-08-25 2008-10-30 Becker Elektromaschinenbau Gmbh Abwasserhebeanlage

Also Published As

Publication number Publication date
EP2354342B1 (fr) 2017-10-25
PL2354342T3 (pl) 2018-07-31
DE202010001472U1 (de) 2010-05-06
HRP20180128T1 (hr) 2018-03-09
SI2354342T1 (en) 2018-02-28

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