EP1892343A1 - 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
EP1892343A1
EP1892343A1 EP06017220A EP06017220A EP1892343A1 EP 1892343 A1 EP1892343 A1 EP 1892343A1 EP 06017220 A EP06017220 A EP 06017220A EP 06017220 A EP06017220 A EP 06017220A EP 1892343 A1 EP1892343 A1 EP 1892343A1
Authority
EP
European Patent Office
Prior art keywords
flood
der
lifting platform
water
flood water
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
EP06017220A
Other languages
German (de)
English (en)
Other versions
EP1892343B1 (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 EP06017220A priority Critical patent/EP1892343B1/fr
Priority to DE502006006937T priority patent/DE502006006937D1/de
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.
  • 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 therefore 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 represents a detail enlargement from 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 detail enlargement from FIG. 3 and illustrates in sectional representation below the cylinder suspension [34] of detail E, the positive guidance of the lifting platform [17] according to the invention through the forced guiding bead [33] in the flow direction [10], which passes through the outer bevelled edge 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)
  • Control Of Positive-Displacement Pumps (AREA)
  • Revetment (AREA)
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
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
DE502006006937T DE502006006937D1 (de) 2006-08-18 2006-08-18 Verfahren zur Steuerung eines vertikal verfahrbaren Pumpwerkes zum Hochwasserschutz in der Kanalisation
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 true EP1892343A1 (fr) 2008-02-27
EP1892343B1 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)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109811615A (zh) * 2019-01-14 2019-05-28 广州市汇鹏建设有限公司 可缓解排水压力的排水沟
CN115492058A (zh) * 2022-10-26 2022-12-20 陈瑜 一种水利设施中的自动泄洪阀门系统及方法

Families Citing this family (1)

* 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

Citations (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
US4225434A (en) 1975-02-13 1980-09-30 Wilhelm Ernst Storm overflow basin
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

Patent Citations (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
US4225434A (en) 1975-02-13 1980-09-30 Wilhelm Ernst Storm overflow basin
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

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109811615A (zh) * 2019-01-14 2019-05-28 广州市汇鹏建设有限公司 可缓解排水压力的排水沟
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
CN115492058A (zh) * 2022-10-26 2022-12-20 陈瑜 一种水利设施中的自动泄洪阀门系统及方法
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

Also Published As

Publication number Publication date
DE502006006937D1 (de) 2010-06-24
EP1892343B1 (fr) 2010-05-12
ATE467730T1 (de) 2010-05-15

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