EP2639368B1 - Plaque de fond pour constructions de puits - Google Patents

Plaque de fond pour constructions de puits Download PDF

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Publication number
EP2639368B1
EP2639368B1 EP13156762.0A EP13156762A EP2639368B1 EP 2639368 B1 EP2639368 B1 EP 2639368B1 EP 13156762 A EP13156762 A EP 13156762A EP 2639368 B1 EP2639368 B1 EP 2639368B1
Authority
EP
European Patent Office
Prior art keywords
shaft
bottom insert
insert
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.)
Active
Application number
EP13156762.0A
Other languages
German (de)
English (en)
Other versions
EP2639368A1 (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 SE and Co KGaA
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 SE and Co KGaA filed Critical KSB SE and Co KGaA
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 ground insert for manhole structures according to the preamble of claim 1. Furthermore, a method for the rehabilitation of such a shaft structure as a result of 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 EP 2 053 171 A1 shows a liner for a manhole, which has a curved shape in sections and on the outside an anchoring or setting up. This document corresponds to the preamble of claim 1 and is considered to be the closest prior art.
  • 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 bottom insert according to the invention is made dimensionally accurate, the bottom insert is fastened to the shaft bottom, the area between the 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.
  • stripping 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 filling material 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. In the example shown, this angle is fastened in a watertight manner with impact anchors 7 on the concrete floor of the shaft. At the angle profile, machine parts can be fastened inside the shaft.
  • a double console 8 with connection units 9, for example, pipe fittings attached.
  • 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.
  • There a swamp area is formed, which is provided with the smoothest possible surface. Additional scraping corners prevent solids from accumulating in the area of the pump sump.
  • connection unit is mounted between the pumps and the pressure lines. Due to the connecting plates, the double console has a very high load capacity.
  • Double console 1st formwork 9.
  • connection unit 2nd floor part 10. Concrete casting 3.
  • mounting wall 11.
  • Abstreifecke 12.
  • Stopper 5.
  • Base plate 13.An gleichblech 6.
  • angle profile 14.

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)
  • Golf Clubs (AREA)
  • Shafts, Cranks, Connecting Bars, And Related Bearings (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Structures Of Non-Positive Displacement Pumps (AREA)

Claims (11)

  1. Insert de sol pour ouvrages de puits, l'ouvrage de puits présentant un puits de profondeur et de forme définies, notamment de forme ronde, et une zone de sol, des ouvertures d'entrée étant prévues dans le puits, au moins une pompe étant prévue dans la zone de sol, la zone de sol étant réalisée sous la forme d'un puisard d'aspiration, notamment par des parties de paroi en biais, l'insert de sol étant réalisé sous la forme d'un élément de construction d'habillage formant paroi, sur lequel des dispositifs de fixation sont prévus pour des pièces mécaniques,
    dans lequel l'insert de sol est constitué d'un coffrage perdu, approximativement en forme de demi-sphère, muni d'une partie de sol (2) plane et ronde, et forme le puisard d'aspiration, une paroi de fixation verticale étant réalisée dans le puisard d'aspiration, la partie de sol et la paroi de fixation verticale formant un angle stable rigidifié qui constitue le dispositif de fixation,
    caractérisé en ce que
    la partie de sol (2) repose sur une plaque d'assise (5) qui forme conjointement avec un profilé coudé (6) un angle supplémentaire qui est adapté au contour intérieur du puits, des chevilles à percussion (7) et des moyens d'étanchéité étant prévus sur la plaque d'assise (5) pour la fixation étanche à l'eau de l'angle au béton du puits, des pièces mécaniques pouvant être fixées au niveau du profilé coudé (6) à l'intérieur du puits.
  2. Insert de sol pour ouvrages de puits selon la revendication 1, caractérisé en ce que l'insert de sol est fabriqué en matière plastique renforcée de fibres de verre.
  3. Insert de sol pour ouvrages de puits selon la revendication 1 ou 2, caractérisé en ce que des arêtes de raclage (4) sont prévues derrière des conduites présentes dans le puits.
  4. Insert de sol pour ouvrages de puits selon l'une des revendications précédentes, caractérisé en ce que des nervures de sol d'entrée (14) sont prévues sur le sol du puits sous les pompes.
  5. Insert de sol pour ouvrages de puits selon l'une des revendications précédentes, caractérisé en ce qu'une console (8) destinée à la fixation de pièces mécaniques (9) est prévue sur le côté intérieur de l'insert de sol, la console étant reliée avec le profilé coudé (6).
  6. Insert de sol pour ouvrages de puits selon la revendication 4 ou 5, caractérisé en ce que des tôles de raccordement (13) sont prévues sur le profilé coudé (6).
  7. Insert de sol pour ouvrages de puits selon l'une des revendications 5 et 6, caractérisé en ce que la plaque d'assise (5) et/ou le profilé coudé (6) sont fabriqués en fonte grise, en acier ou en acier inoxydable.
  8. Insert de sol pour ouvrages de puits selon les revendications 1 à 5, caractérisé en ce que l'insert de sol est maintenu sur le sol du puits à l'aide de moyens de fixation.
  9. Insert de sol pour ouvrages de puits selon l'une des revendications précédentes, caractérisé en ce que l'insert de sol présente au moins une ouverture qui peut être fermée.
  10. Procédé de rénovation d'un ouvrage de puits suite à des dommages provoqués par la corrosion, caractérisé en ce que le puits endommagé est vidé, un insert de sol selon au moins l'une des revendications 1 à 6 est fabriqué aux dimensions exactes, l'insert de sol est fixé sur le sol du puits, la zone entre le sol du puits et l'insert de sol est remplie de matériau de remplissage durcissant et les pièces mécaniques sont montées après le durcissement.
  11. Procédé selon la revendication 10, caractérisé en ce que la totalité du puits est munie d'une paroi intérieure neuve, une liaison étant établie entre la paroi intérieure neuve et l'insert de sol.
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 EP2639368A1 (fr) 2013-09-18
EP2639368B1 true 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)

Families Citing this family (4)

* 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
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
GB2584313B (en) * 2019-05-30 2021-06-30 Dutypoint Ltd Prefabricated former for pumping station
CN113818550B (zh) * 2020-06-18 2023-08-01 格兰富控股联合股份公司 泵站

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL7908250A (nl) * 1979-11-12 1981-06-01 Cordes Willi Afvalwaterpompinstallatie.
AT396378B (de) * 1988-12-30 1993-08-25 Wiener Betriebs & Bau Verfahren zum sanieren bestehender kanaele, schaechte, stollen od. dgl. bauwerke
SE500887C2 (sv) 1993-02-11 1994-09-26 Flygt Ab Itt Avloppspumpstation med ursparning för pumparnas anslutningsdetaljer
SE506889C2 (sv) 1995-10-06 1998-02-23 Flygt Ab Itt Avloppspumpstation för två pumpar, upphängda i kopplingsfötter
DE29712099U1 (de) * 1997-07-09 1997-10-23 Koser Wolfgang Dr Auskleidung für Kanalschächte
DE102007051025A1 (de) * 2007-10-25 2009-04-30 Jung Pumpen Gmbh Pumpschacht

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
HRP20192201T1 (hr) 2020-03-06
EP2639368A1 (fr) 2013-09-18
SI2639368T1 (sl) 2020-01-31
DE102012203818A1 (de) 2013-09-12
DK2639368T3 (da) 2019-12-16
ES2758436T3 (es) 2020-05-05
DE102012203818B4 (de) 2015-06-11

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