EP1892343B1 - Méthode de contrôle d'une pompe réglable en hauteur pour éviter des inondations dans la canalisation - Google Patents

Méthode de contrôle d'une pompe réglable en hauteur pour éviter des inondations dans la canalisation Download PDF

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Publication number
EP1892343B1
EP1892343B1 EP06017220A EP06017220A EP1892343B1 EP 1892343 B1 EP1892343 B1 EP 1892343B1 EP 06017220 A EP06017220 A EP 06017220A EP 06017220 A EP06017220 A EP 06017220A EP 1892343 B1 EP1892343 B1 EP 1892343B1
Authority
EP
European Patent Office
Prior art keywords
flood
water
draw
flood water
der
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.)
Not-in-force
Application number
EP06017220A
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German (de)
English (en)
Other versions
EP1892343A1 (fr
Inventor
Thomas Dipl.-Ing. Uhrig
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.)
Uhrig Strassen und Tiefbau GmbH
Original Assignee
Uhrig Strassen und Tiefbau 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 Uhrig Strassen und Tiefbau GmbH filed Critical Uhrig Strassen und Tiefbau GmbH
Priority to DE502006006937T priority Critical patent/DE502006006937D1/de
Priority to EP06017220A priority patent/EP1892343B1/fr
Priority to AT06017220T priority patent/ATE467730T1/de
Publication of EP1892343A1 publication Critical patent/EP1892343A1/fr
Application granted granted Critical
Publication of EP1892343B1 publication Critical patent/EP1892343B1/fr
Not-in-force 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
    • E03F5/12—Emergency outlets
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
    • E03F5/105—Accessories, e.g. flow regulators or cleaning devices
    • E03F5/107—Active flow control devices, i.e. moving during flow regulation
    • 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 method for controlling and forming a vertically movable flood pumping station within a discharge structure of the sewer system in the flow direction seen above a respective flood level nachêtbaren or mobile deployed, the maximum flood mark activatable discharge control system.
  • Flood pumping stations are usually integrated in the relief structure and have the task of lifting the accumulation target in the channel crossing inflow water from mixed or rainwater channels in the flood on the flood above the critical flood mark of the receiving water to prevent flooding in the drainage area of the sewer.
  • controllable weirs eg ( EP 0589079 ; DE 2552516 ); controllable slides eg EP 0918113 ) or solid insulating closures, for example ( EP 0163292 ) are to be arranged, which must be functionally open at all the channel-side maximum storage target underflowing flood water levels, so that these quantities of water can be discharged without pumps.
  • US 4,225,434 discloses a rain overflow basin, especially for mixed sewer networks with a rain overflow structure, which connected to a discharge channel rain overflow controlled by a float depending on the water level in the overflow structure, mounted above the weir flap.
  • DE 3022997 A1 a rain overflow structure for a mixed sewerage, in which a weir flap, which is pivotally mounted above an overflow threshold, is controlled via a lever system by a float arranged on the inflow side.
  • US 2,739,662 discloses a backwater damper for sewage pipes.
  • the present invention has set itself the task of reducing the space requirement for these combination structures from flood pumping and relief structure and thus simultaneously reduce the investment and follow-up costs.
  • the two-sided forced operation of the lifting platform is ensured on site by the installation of specially folded guide profiles in the outer walls of the relief structure, in which an inventively designed two-sided abutment is mounted with corresponding guide slots for receiving the compulsory plates, the critical torques from the eccentric weights of the lifting platform and the high-pressure pumping systems, which are transmitted through the Zwangs Equipmentswülste the lifting platform compensated. If there is no flood, the flood pumping station is raised to the rest position corresponding to the lower edge of the lifting platform by means of the hydraulic cylinder and locked lowerable in this position, so that a free outlet of the incoming water on the Weir edge corresponding upper edge of the fully lowered relief control system can be enabled.
  • An essential part of the invention is accordingly a torque-neutral design of the controllable Hochwasserpumpwerkes, consisting of the truss-like construction of the lifting platform with the necessary there required, offset to the axis of rotation of the lifting platform arranged flood pumping and projecting pressure pipelines.
  • Detail E shows a cut-out enlargement Figure 8 from which it can be seen that the cylinder suspension [34] on the guide profile [11] of the outer walls [1] disassembled rests. Visible is the lifting platform [17] with the projecting positive guide bead [33] and the molded compulsory plates [32].
  • Detail F represents a section enlargement Figure 3 and illustrates in a sectional view below the cylinder suspension [34] of detail E located, the positive guidance of the lifting platform [17] according to the invention by the Zwangs Adjustswulst [33] in the flow direction [10], by the outer, folded sheet metal casing [3] in the side wall 26] of the lifting platform [17] is anchored in concrete construction, and cantilevered between the abutments [30] in the guide profile [11], can be guided vertically.
  • the forced plates [32] engage laterally in the guide slot [12] of the abutment [30] and reduce the possible torque of the lifting platform [17] when lowering perpendicular to the flow direction [10].
  • the guide profile [11] in the outer wall [1] is concreted in concrete construction, so that the resulting torques can be absorbed from the positive guidance of the lifting platform [17].
  • the centrically arranged push rod [24] on which the push rod head [25] which in turn is anchored to the support bolt [28] anchored to Zwangsesthesiaswulst [33].

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)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Structures Of Non-Positive Displacement Pumps (AREA)
  • Revetment (AREA)
  • Control Of Positive-Displacement Pumps (AREA)

Claims (3)

  1. Procédé pour la commande et la réalisation d'une station de pompage des hautes eaux (15) déplaçable à la verticale d'une canalisation (19), à l'intérieur d'un ouvrage de construction de déchargement (8) en regardant dans la direction d'écoulement (10), au-dessus d'une installation de commande de décharge (9) pouvant être mise au point en fonction du niveau respectif des hautes eaux (16) ou aussi utilisée de manière mobile, pouvant être activée selon la marque maximale des hautes eaux,
    dans lequel au moins une installation de pompage (14) (sinon plusieurs installations de pompage (14) sont présentes) est présente dans la station de pompage des hautes eaux (15) avec laquelle (lesquelles) une hauteur cible du niveau d'eau (27) peut être mise au point sur une cote de pompage prescrite (22) par l'enclenchement et le réglage correspondant de la au moins une installation de pompage (14) (sinon des plusieurs installations de pompage (14)), dans lequel les quantités d'eau de décharge pompées sont renflouées par des conduites de pression correspondantes (6) qui sont accouplées aux installations de pompage (14), par l'intermédiaire d'une arête supérieure (21) de l'installation de commande de décharge (9) mise au point selon le niveau respectif des hautes eaux (16) et sont amenées vers un collecteur (29) qui conduit les hautes eaux,
    caractérisé en ce que
    la au moins une installation de pompage (14) (sinon les plusieurs installations de pompage (14)) sur une plate-forme de levage (17) réalisée à la manière d'un treillis est déplaçable (sont déplaçables) à la verticale par guidage forcé au moyen de cylindres hydrauliques (18) agencés des deux côtés dans des profilés de guidage (11) à l'intérieur des parois extérieures (1) de l'ouvrage de construction de déchargement (8) et qui est elle-même mise (sont elles-mêmes mises) en place sur une plaque de base intégrée (4),
    dans lequel la station de pompage des hautes eaux (15) est abaissée depuis sa position de repos supérieure (23) seulement lorsque la marque critique des hautes eaux (13) est plus haute que la hauteur cible du niveau d'eau (27) maximale admissible du côté de la canalisation.
  2. Procédé selon la revendication 1, caractérisé en ce que la plate-forme de levage (17) est réalisée en forme de caisson en béton ou sous la forme d'une construction en treillis en acier qui résiste de manière correspondante à la corrosion, en ce que la plaque de base (4) est munie d'ouvertures de passage correspondantes (7) pour les installations de pompage des hautes eaux (14) qui doivent être agencées respectivement et présente des deux côtés des talons de guidage forcé (33), verticaux et accouplés de manière rigide, réalisés sur les parois latérales (26), dans un profilé en acier inoxydable, lesquels viennent en contact avec des tôles à engagement forcé (32) qui adhèrent sur le côté extérieur dans une butée (30) fixée dans le profilé de guidage (11) et qui viennent se loger dans une fente de guidage perforée (12) afin de garantir de cette manière le guidage forcé à la verticale jusqu'au dessus de la position de repos nécessaire (23).
  3. Procédé selon la revendication 2, caractérisé en ce que des boulons de support (28) qui sont ancrés de manière à dépasser dans la plaque de base (4) et qui dépassent dans la fente de guidage (12) pour qu'une tête de tige de poussée (25) du cylindre hydraulique (18) puisse y être fixée avec possibilité de démontage et qu'en outre le cylindre hydraulique (18) soit monté de manière mobile dans la zone de tête (20) du profilé de guidage (11) avec une suspension de cylindre (34).
EP06017220A 2006-08-18 2006-08-18 Méthode de contrôle d'une pompe réglable en hauteur pour éviter des inondations dans la canalisation Not-in-force EP1892343B1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
DE502006006937T DE502006006937D1 (de) 2006-08-18 2006-08-18 Verfahren zur Steuerung eines vertikal verfahrbaren Pumpwerkes zum Hochwasserschutz in der Kanalisation
EP06017220A EP1892343B1 (fr) 2006-08-18 2006-08-18 Méthode de contrôle d'une pompe réglable en hauteur pour éviter des inondations dans la canalisation
AT06017220T ATE467730T1 (de) 2006-08-18 2006-08-18 Verfahren zur steuerung eines vertikal verfahrbaren pumpwerkes zum hochwasserschutz in der kanalisation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP06017220A EP1892343B1 (fr) 2006-08-18 2006-08-18 Méthode de contrôle d'une pompe réglable en hauteur pour éviter des inondations dans la canalisation

Publications (2)

Publication Number Publication Date
EP1892343A1 EP1892343A1 (fr) 2008-02-27
EP1892343B1 true EP1892343B1 (fr) 2010-05-12

Family

ID=37575128

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06017220A Not-in-force EP1892343B1 (fr) 2006-08-18 2006-08-18 Méthode de contrôle d'une pompe réglable en hauteur pour éviter des inondations dans la canalisation

Country Status (3)

Country Link
EP (1) EP1892343B1 (fr)
AT (1) ATE467730T1 (fr)
DE (1) DE502006006937D1 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107435372A (zh) * 2017-08-03 2017-12-05 江苏齐正电力技术有限公司 地坑箱体排水结构
CN109811615B (zh) * 2019-01-14 2020-10-16 广州市汇鹏建设有限公司 可缓解排水压力的排水沟
CN115492058B (zh) * 2022-10-26 2024-04-12 湖南海建工程有限公司 一种水利设施中的自动泄洪阀门系统及方法

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2739662A (en) 1953-03-23 1956-03-27 Sofia Antonio Backwater sewer trap
CH613246A5 (fr) 1975-02-13 1979-09-14 Wilhelm Ernst
DE3022997A1 (de) 1980-06-20 1982-05-19 Adolf Dipl.-Ing. 5788 Winterberg Voß Regenueberlauf-bauwerk fuer eine mischkanalisation
US5487621A (en) 1992-06-18 1996-01-30 Hitachi, Ltd. Large-depth underground drainage facility and method of running same

Also Published As

Publication number Publication date
EP1892343A1 (fr) 2008-02-27
ATE467730T1 (de) 2010-05-15
DE502006006937D1 (de) 2010-06-24

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