EP0736636A1 - Puits de regard avec au moins un anneau de puits - Google Patents

Puits de regard avec au moins un anneau de puits Download PDF

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Publication number
EP0736636A1
EP0736636A1 EP95105156A EP95105156A EP0736636A1 EP 0736636 A1 EP0736636 A1 EP 0736636A1 EP 95105156 A EP95105156 A EP 95105156A EP 95105156 A EP95105156 A EP 95105156A EP 0736636 A1 EP0736636 A1 EP 0736636A1
Authority
EP
European Patent Office
Prior art keywords
shaft
pipe
sewage
rainwater
ring
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
EP95105156A
Other languages
German (de)
English (en)
Other versions
EP0736636B1 (fr
Inventor
Herbert Zech
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.)
Bioplan Ingenieurgesellschaft fur Planen und Bauen In Der Wasser- und Abfallwirtschaft Mbh Firma
Original Assignee
Bioplan Ingenieurgesellschaft fur Planen und Bauen In Der Wasser- und Abfallwirtschaft Mbh Firma
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 Bioplan Ingenieurgesellschaft fur Planen und Bauen In Der Wasser- und Abfallwirtschaft Mbh Firma filed Critical Bioplan Ingenieurgesellschaft fur Planen und Bauen In Der Wasser- und Abfallwirtschaft Mbh Firma
Priority to ES95105156T priority Critical patent/ES2185673T3/es
Priority to AT95105156T priority patent/ATE226668T1/de
Priority to EP95105156A priority patent/EP0736636B1/fr
Publication of EP0736636A1 publication Critical patent/EP0736636A1/fr
Application granted granted Critical
Publication of EP0736636B1 publication Critical patent/EP0736636B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/02—Manhole shafts or other inspection chambers; Snow-filling openings; accessories
    • E03F5/022—Partitioned to allow more than one medium to flow through
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/02—Manhole shafts or other inspection chambers; Snow-filling openings; accessories

Definitions

  • the invention relates to a sewer shaft with at least one manhole ring, which is preferably designed as a precast concrete or reinforced concrete or as a plastic or as a concrete-plastic mixture, the manhole ring guiding the rainwater through the sewage shaft in a rainwater pipe formed inside the manhole ring, according to the preamble of claim 1.
  • the runoff and wastewater runoff are usually derived in two separate drainage channels in separation systems.
  • the separation process is also often modified in such a way that the rainwater channel has to absorb the insignificant or only slightly polluted roof sewage, and the polluted rainwater is derived from more frequented traffic areas together with the dirty water in the mixed water channel.
  • the disadvantage of this method is the high costs for the installation of two drainage systems and the production of two shaft structures, whereby a double shaft is possible, as well as two pipe trenches with almost double the effort for pipe excavation, removal and disposal of excess excavated material and filling of the pipe trenches.
  • a drain shaft which has inlet pipes and an outlet pipe located in its upper part.
  • an open overflow channel which opens into the outlet pipe and is provided with a sharp overflow edge and an obliquely upwardly inclined overflow surface, is led beneath the inlet pipe.
  • the overflow channel serves as a separator and carries dirty water, which is used to produce a corresponding amount of mixed water of a specified degree of dilution if the jet width from the feed channel corresponds to a certain amount of mixed water under given hydraulic conditions. There is no separation of rainwater and dirty or mixed water.
  • the invention has for its object to provide a sewage shaft of the type mentioned, which allow the production of the two drainage systems of rainwater and dirty or mixed water with little effort and lower costs.
  • the rainwater pipe is passed as a closed pipe as a separation system through the sewer shaft.
  • the dirty water pipe is arranged vertically or offset below the rain water pipe as a separation system and led through the sewage shaft, whereby the dirty water or mixed water channel can also be arranged tangentially on the inner wall of the shaft.
  • the rainwater pipe in the interior of the manhole ring is integrated with the same as a console or as a console-like part which receives the closed rainwater pipe, for example a pipe.
  • the advantage of the sewage shaft according to the invention is that both pipe systems, namely that for rainwater and that for dirty water, can now be laid in a pipe trench.
  • the sewage shaft according to the invention solves the consequent consequence, the rain and dirt or mixed water pipe also in to integrate a shaft structure without a connection between the two media being possible and therefore no mixing of the different water taking place, which is important for subsequent sewage treatment plants.
  • a cleaning opening that can be closed with a lid or a commercially available cleaning pipe is provided in the same.
  • the rainwater pipe can be a PVC or PE or a similar material or a duct cross-section consisting of a concrete cross section and can be curved inside the shaft ring.
  • the rainwater pipe can be arranged variably within the height of the manhole rings or the sewage shaft. This enables a combination with commercially available manhole rings and any distance and thus any height of the rainwater pipe.
  • the rainwater pipe and the dirty or mixed water pipe can also have an opposite slope.
  • the rainwater pipe must therefore be installed with a slope within the console-shaped component.
  • the rainwater pipe and the dirty water pipe can be integrated within one and the same shaft ring.
  • the advantage of the invention is a more cost-effective production of the rainwater pipes in the separation process. In doing so, it supports the demand recently raised by experts that wastewater, which is less polluted than the water at the sewage treatment plant outlet, can no longer be fed to the sewage treatment plant.
  • the sewage shaft supports the ecological Demand to supply little polluted rainwater as quickly as possible to natural water courses.
  • a sewage shaft 2 preferably consists of a plurality of manhole rings 1.
  • a bracket 3 or a console-like molded concrete part 3 is arranged on the side, within it a rainwater pipe 4 is formed, which is formed inside the manhole ring 1 or the sewage shaft 2 is completely closed.
  • This rainwater pipe 4 is thus passed as a closed pipe through the sewage shaft to implement a separation system between the rainwater and the dirty water.
  • the bracket 3 or the bracket-like molded concrete part 3 can thus be designed segment-like or chord-like, so that the rainwater pipe 4 is guided more or less tangentially through the shaft ring 1.
  • a dirt or mixed water line 5 is arranged in the lowest shaft ring and is likewise passed through the sewage shaft or the shaft ring. As shown in Figure 1, the dirty or mixed water pipe 5 is offset from the rainwater pipe 4 within the bracket 3 below it.
  • FIG. 2 which shows a top view of FIG. 1 and the routing of the water pipes, it can be seen that the rainwater pipe 4 inside the shaft ring 1 has a water-tightly closable cleaning opening 7, which can be closed by means of a cover 6 placed on the cleaning opening 7 in a flange-like manner.
  • a commercially available cleaning pipe 8 can be provided for the maintenance and cleaning of the rainwater line 4.
  • the object of the invention is particularly suitable in civil engineering for the production of drainage systems, because it enables a closed rainwater passage through a sewage shaft.
  • the rainwater pipe as well as the dirty or mixed water pipe can be arranged within one and the same shaft ring.

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)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Underground Or Underwater Handling Of Building Materials (AREA)
EP95105156A 1995-04-06 1995-04-06 Puits de regard avec au moins un anneau de puits Expired - Lifetime EP0736636B1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
ES95105156T ES2185673T3 (es) 1995-04-06 1995-04-06 Pozo de aguas residuales con al menos un anillo de pozo.
AT95105156T ATE226668T1 (de) 1995-04-06 1995-04-06 Abwasserschacht mit wenigstens einem schachtring
EP95105156A EP0736636B1 (fr) 1995-04-06 1995-04-06 Puits de regard avec au moins un anneau de puits

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP95105156A EP0736636B1 (fr) 1995-04-06 1995-04-06 Puits de regard avec au moins un anneau de puits

Publications (2)

Publication Number Publication Date
EP0736636A1 true EP0736636A1 (fr) 1996-10-09
EP0736636B1 EP0736636B1 (fr) 2002-10-23

Family

ID=8219164

Family Applications (1)

Application Number Title Priority Date Filing Date
EP95105156A Expired - Lifetime EP0736636B1 (fr) 1995-04-06 1995-04-06 Puits de regard avec au moins un anneau de puits

Country Status (3)

Country Link
EP (1) EP0736636B1 (fr)
AT (1) ATE226668T1 (fr)
ES (1) ES2185673T3 (fr)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1011204C2 (nl) * 1999-02-03 2000-08-07 Wavin Bv Leidingstelsel voor gescheiden transport van rioolwater en hemelwater.
WO2001042574A3 (fr) * 1999-12-08 2002-01-24 Logistic Consult Ingenieurgmbh Puits pour le transport de differents fluides, d'energie ou d'informations
DE19959250B4 (de) * 1998-12-08 2004-02-05 Logic-Logistic Consult Ingenieurgesellschaft Mbh Schachtbauwerk
DE19964328B4 (de) * 1998-12-08 2004-04-01 Stolzenburg, Olaf, Dipl.-Ing. Verfahren zur Herstellung von Teilen eines Schachtbauwerkes
EP2154300A1 (fr) * 2008-08-14 2010-02-17 Kessel GmbH Station d'eaux usées
WO2018215746A1 (fr) * 2017-05-23 2018-11-29 Liverpool John Moores University Trou d'homme et réseau d'égout

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE235459C (de) * 1910-01-23 1911-06-13 Reimer Fritz Kanalführung bei der trennkanalisation
DE633537C (de) * 1934-07-28 1936-07-29 Manfred Schubert Ablaufschacht
DE1658225A1 (de) * 1967-05-06 1970-09-10 Schappien Karl Heinz Kanalklappe fuer Kombinationsschacht
WO1991014052A1 (fr) * 1990-03-12 1991-09-19 Ingvald Nyseth Structure de reservoir
DE4220880A1 (de) * 1992-06-25 1994-01-05 Klaus Dederle Abwasserkanäle im Trennsystem mit Speichermöglichkeit des Regenwassers

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE235459C (de) * 1910-01-23 1911-06-13 Reimer Fritz Kanalführung bei der trennkanalisation
DE633537C (de) * 1934-07-28 1936-07-29 Manfred Schubert Ablaufschacht
DE1658225A1 (de) * 1967-05-06 1970-09-10 Schappien Karl Heinz Kanalklappe fuer Kombinationsschacht
WO1991014052A1 (fr) * 1990-03-12 1991-09-19 Ingvald Nyseth Structure de reservoir
DE4220880A1 (de) * 1992-06-25 1994-01-05 Klaus Dederle Abwasserkanäle im Trennsystem mit Speichermöglichkeit des Regenwassers

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19959250B4 (de) * 1998-12-08 2004-02-05 Logic-Logistic Consult Ingenieurgesellschaft Mbh Schachtbauwerk
DE19964328B4 (de) * 1998-12-08 2004-04-01 Stolzenburg, Olaf, Dipl.-Ing. Verfahren zur Herstellung von Teilen eines Schachtbauwerkes
NL1011204C2 (nl) * 1999-02-03 2000-08-07 Wavin Bv Leidingstelsel voor gescheiden transport van rioolwater en hemelwater.
WO2001042574A3 (fr) * 1999-12-08 2002-01-24 Logistic Consult Ingenieurgmbh Puits pour le transport de differents fluides, d'energie ou d'informations
EP2154300A1 (fr) * 2008-08-14 2010-02-17 Kessel GmbH Station d'eaux usées
WO2018215746A1 (fr) * 2017-05-23 2018-11-29 Liverpool John Moores University Trou d'homme et réseau d'égout
US11008747B2 (en) 2017-05-23 2021-05-18 Liverpool John Moores University Manhole and sewer network

Also Published As

Publication number Publication date
ES2185673T3 (es) 2003-05-01
ATE226668T1 (de) 2002-11-15
EP0736636B1 (fr) 2002-10-23

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