EP2639368A1 - Plaque de fond pour constructions de puits - Google Patents

Plaque de fond pour constructions de puits Download PDF

Info

Publication number
EP2639368A1
EP2639368A1 EP13156762.0A EP13156762A EP2639368A1 EP 2639368 A1 EP2639368 A1 EP 2639368A1 EP 13156762 A EP13156762 A EP 13156762A EP 2639368 A1 EP2639368 A1 EP 2639368A1
Authority
EP
European Patent Office
Prior art keywords
insert
shaft
manhole
structures according
wall
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
EP13156762.0A
Other languages
German (de)
English (en)
Other versions
EP2639368B1 (fr
Inventor
Michael Becker
Karl-Heinz Deutsch
Patrik Emmrich
Eckart Schmidt
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
KSB AG
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 KSB AG filed Critical KSB AG
Priority to SI201331629T priority Critical patent/SI2639368T1/sl
Publication of EP2639368A1 publication Critical patent/EP2639368A1/fr
Application granted granted Critical
Publication of EP2639368B1 publication Critical patent/EP2639368B1/fr
Priority to HRP20192201TT priority patent/HRP20192201T1/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
    • 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 bottom insert for manhole structures, in particular pumping stations, wherein the manhole structure has a shaft of particular shape, in particular round shape, and depth, and a bottom portion, wherein in the slot inlet openings are provided, wherein at least one pump is provided in the bottom region, wherein the Bottom area is designed as a pump sump, in particular by sloping wall parts, wherein the bottom insert is designed as a wall-forming, lining component, wherein fastening devices are provided for machine parts. Furthermore, a method for remediation of such a shaft structure due to corrosion damage is shown.
  • Manhole structures in particular pump shafts, are typically designed as concrete structures, with a mostly round shaft containing one or more submersible pumps.
  • the EP 0 611 269 A1 shows a pump shaft, which is formed of concrete.
  • This pump shaft has beveled walls which form a sump in the center of which one or two submersible pumps for emptying the pump shaft is arranged.
  • the DE 297 12 099 U1 shows a liner for manholes with a bottom and side wall portion, which consists of several prefabricated segments of fiberglass reinforced plastic, which are joined together and sealed together.
  • the concrete structure as well as the mechanical equipment for the transport of waste water are more or less subject to corrosive wear due to the aggressive atmosphere within the waste water transport system. Therefore, due to the corrosive wear and tear, after approx. 10 to 15 years the concrete structure as well as the technical equipment in it have to be renewed.
  • different processes have become established on the market.
  • a very common method is the installation of so-called inliners, so lining elements for the wall areas, which, however, find only in the cylindrical part of the shaft application.
  • the specially shaped manhole base, in which the pumps are located requires a built-in and manufactured built-in part, which can be installed without further adjustments in the usually provided with berms or coves concrete base of a shaft structure.
  • the present invention is based on the object to provide a bottom insert for manhole structures, which is simple and inexpensive to manufacture and assemble.
  • the ground insert which consists of a lost, almost hemispherical formwork with a flat, round bottom part, wherein in the sump a vertical mounting wall is executed, wherein the bottom part and the vertical mounting wall a stable, stiffened angle represents, which forms the fastening device.
  • a method for the rehabilitation of a shaft structure as a result of corrosion damage is proposed, in which the damaged shaft is emptied, a floor insert according to the invention is made dimensionally accurate, the bottom insert is mounted on the shaft bottom, the Area between shaft bottom and bottom insert is filled with hardening filling material and after curing, the machine parts are mounted in particular pipes and pumps
  • the bottom insert is made of glass fiber reinforced plastic, in particular by laminating on a negative mold.
  • the corrosive atmosphere in the shaft requires a material that can withstand the conditions. It is possible to use alternative materials that are also easily malleable and chemically stable.
  • scraping corners are provided behind the pipes, which are provided in the shaft, which are intended to prevent an accumulation of solids in Bodenfeldt.
  • inlet bottom ribs can be provided at the bottom of the shaft under the pump.
  • an angle profile is provided on a base plate, in particular on the outside of the bottom insert.
  • This angle profile stabilizes the floor area, which allows the attachment of the machine parts in the shaft.
  • For fixing holding means are guided through the wall and anchored in the angle profile.
  • the passages are completely sealed by sealant. Stability is further improved by providing a console for mounting machine parts on the inside of the bottom insert, the console being connected to the angle section. If connecting plates are provided on the angle profile, they can be connected to the shaft wall.
  • the base plate and / or the angle profile are preferably made of gray cast iron, steel or stainless steel. Depending on the requirements, a material must be chosen that can withstand the conditions prevailing, in particular with regard to corrosion.
  • the bottom insert is held at the bottom of the shaft by means of fastening means.
  • fastening means By screwing or nail anchors with dowels can be a dislocation of the bottom insert in the shaft prevent, especially in the construction phase in which a shaft is rehabilitated.
  • the bottom insert has at least one closable opening. This serves to allow the air to escape under the ground when inserting the bottom insert into the shaft.
  • the invention relates to a method for rehabilitation of a shaft structure due to corrosion damage, the damaged shaft is emptied, a soil insert described above is made dimensionally accurate, the bottom insert is fixed to the shaft bottom, the area between the shaft bottom and bottom insert is filled with hardening filler and After curing, the machine parts are mounted in particular pipes and pumps. In this way, manhole structures can be rehabilitated.
  • new shaft structures can be equipped with a ground insert according to the invention.
  • the entire shaft is provided with a new inner wall, wherein a connection between the new inner wall and the bottom insert is made.
  • the compound can be laminated at a bottom part of glass fiber reinforced plastic as a connection part in the bottom part.
  • a connection part made of polypropylene or polyethylene laminated with an inner wall, which is also made of polypropylene or polyethylene, is welded. It is also possible to produce the cylindrical connection part of fiberglass, which is then laminated directly to the bottom insert and therefore no connection part is required.
  • Fig. 1 the sump area of a shaft structure with pumps is shown as a section.
  • the hemispherical formwork 1 with a flat round bottom part 2 of a vertical mounting wall 3 and an inclined cover.
  • the scraping corner 4 is optionally further protection against unwanted deposition of solids.
  • the bottom part 2 stands on a base plate 5 which together with an angle section 6 forms an angle which is adapted to the outer contour of the formwork 1.
  • this angle is fastened in a watertight manner with impact anchors 7 on the concrete floor of the shaft.
  • machine parts can be fastened inside the shaft.
  • a double console 8 is fastened with connecting units 9, for example pipe fittings.
  • the complete shaft insert is stabilized by concrete grout 10 in the shaft. This adapts both to the geometry of the shaft and to the surface of the insert and fills cavities. Any trapped air may pass through an opening (in Fig. 2 shown) escape. This opening 11 is closed by a plug 12.
  • the double console 8 is additionally stabilized in the shaft by connecting plates 13 are provided thereto, which are poured into the concrete and thus form a very strong composite.
  • inlet bottom ribs 14 may be provided on the base plate, which influence the flow of the pump inlet in an advantageous manner.
  • the Fig. 2 shows a plan view of the shaft structure.
  • the formwork 1 is in the lower part of the shaft in the bottom part 2 over.
  • a sump area is formed, which is provided with a smooth as possible surface. Additional scraping corners prevent solids from accumulating in the area of the pump sump.
  • the double console After complete curing of the Betonvergusses the double console can be charged.
  • the connection units are mounted between the pumps and the pressure lines. Due to the connecting plates, the double console has a very high load capacity.
  • connection unit 2nd floor part 10. Concrete casting 3. mounting wall 11. opening 4. Abstreifecke 12. Stopper 5. Base plate 13. Connecting plate 6. angle profile 14. inlet ribs 7. knock anchor

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)
  • Joining Of Building Structures In Genera (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Golf Clubs (AREA)
  • Shafts, Cranks, Connecting Bars, And Related Bearings (AREA)
  • Structures Of Non-Positive Displacement Pumps (AREA)
EP13156762.0A 2012-03-12 2013-02-26 Plaque de fond pour constructions de puits Active EP2639368B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
SI201331629T SI2639368T1 (sl) 2012-03-12 2013-02-26 Talni vložek za jaškaste zgradbe
HRP20192201TT HRP20192201T1 (hr) 2012-03-12 2019-12-06 Podni umetak za šahtovske konstrukcije

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102012203818.3A DE102012203818B4 (de) 2012-03-12 2012-03-12 Bodeneinsatz für Schachtbauwerke

Publications (2)

Publication Number Publication Date
EP2639368A1 true EP2639368A1 (fr) 2013-09-18
EP2639368B1 EP2639368B1 (fr) 2019-09-11

Family

ID=47900564

Family Applications (1)

Application Number Title Priority Date Filing Date
EP13156762.0A Active EP2639368B1 (fr) 2012-03-12 2013-02-26 Plaque de fond pour constructions de puits

Country Status (6)

Country Link
EP (1) EP2639368B1 (fr)
DE (1) DE102012203818B4 (fr)
DK (1) DK2639368T3 (fr)
ES (1) ES2758436T3 (fr)
HR (1) HRP20192201T1 (fr)
SI (1) SI2639368T1 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109610627A (zh) * 2019-01-23 2019-04-12 德诺尔流体设备（武汉）有限公司 一种一体化预制泵站整体不锈钢底座
DE102018216235A1 (de) * 2018-09-24 2020-03-26 KSB SE & Co. KGaA Einsatz für einen Sammelschacht
WO2020240204A1 (fr) * 2019-05-30 2020-12-03 Dutypoint Limited Dispositif de formation préfabriqué pour station de pompage
CN113818550A (zh) * 2020-06-18 2021-12-21 格兰富控股联合股份公司 泵站

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3042672A1 (de) * 1979-11-12 1981-05-21 Willi 4973 Vlotho Cordes Abwasserhebeanlage
EP0376916A1 (fr) * 1988-12-30 1990-07-04 Wiener Betriebs- Und Baugesellschaft M.B.H. Méthode d'assainissement de canaux, puits, galeries existantes ou similaires
EP0611269A1 (fr) 1993-02-11 1994-08-17 ITT Flygt Aktiebolag Station de pompage des eaux usées
DE29712099U1 (de) 1997-07-09 1997-10-23 Koser Wolfgang Dr Auskleidung für Kanalschächte
EP0767279B1 (fr) 1995-10-06 2000-04-26 Itt Flygt Ab Station de pompage d'eaux usées
EP2053171A1 (fr) * 2007-10-25 2009-04-29 Jung Pumpen GmbH Puits à pompe

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3042672A1 (de) * 1979-11-12 1981-05-21 Willi 4973 Vlotho Cordes Abwasserhebeanlage
EP0376916A1 (fr) * 1988-12-30 1990-07-04 Wiener Betriebs- Und Baugesellschaft M.B.H. Méthode d'assainissement de canaux, puits, galeries existantes ou similaires
EP0611269A1 (fr) 1993-02-11 1994-08-17 ITT Flygt Aktiebolag Station de pompage des eaux usées
EP0767279B1 (fr) 1995-10-06 2000-04-26 Itt Flygt Ab Station de pompage d'eaux usées
DE29712099U1 (de) 1997-07-09 1997-10-23 Koser Wolfgang Dr Auskleidung für Kanalschächte
EP2053171A1 (fr) * 2007-10-25 2009-04-29 Jung Pumpen GmbH Puits à pompe

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102018216235A1 (de) * 2018-09-24 2020-03-26 KSB SE & Co. KGaA Einsatz für einen Sammelschacht
WO2020064535A1 (fr) 2018-09-24 2020-04-02 KSB SE & Co. KGaA Puits collecteur pourvu d'un insert
CN109610627A (zh) * 2019-01-23 2019-04-12 德诺尔流体设备（武汉）有限公司 一种一体化预制泵站整体不锈钢底座
WO2020240204A1 (fr) * 2019-05-30 2020-12-03 Dutypoint Limited Dispositif de formation préfabriqué pour station de pompage
CN113818550A (zh) * 2020-06-18 2021-12-21 格兰富控股联合股份公司 泵站

Also Published As

Publication number Publication date
SI2639368T1 (sl) 2020-01-31
HRP20192201T1 (hr) 2020-03-06
EP2639368B1 (fr) 2019-09-11
ES2758436T3 (es) 2020-05-05
DK2639368T3 (da) 2019-12-16
DE102012203818B4 (de) 2015-06-11
DE102012203818A1 (de) 2013-09-12

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