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EP3922773A1 - Automatische hochwassersperre - Google Patents

Automatische hochwassersperre Download PDF

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Publication number
EP3922773A1
EP3922773A1 EP21178269.3A EP21178269A EP3922773A1 EP 3922773 A1 EP3922773 A1 EP 3922773A1 EP 21178269 A EP21178269 A EP 21178269A EP 3922773 A1 EP3922773 A1 EP 3922773A1
Authority
EP
European Patent Office
Prior art keywords
platform
barrier according
primary
longitudinal
plane
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
EP21178269.3A
Other languages
English (en)
French (fr)
Other versions
EP3922773C0 (de
EP3922773B1 (de
Inventor
Roberto Fosson
Eliana BOSONIN
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.)
Em Solutions Srl
Original Assignee
Em Solutions Srl
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 Em Solutions Srl filed Critical Em Solutions Srl
Publication of EP3922773A1 publication Critical patent/EP3922773A1/de
Application granted granted Critical
Publication of EP3922773C0 publication Critical patent/EP3922773C0/de
Publication of EP3922773B1 publication Critical patent/EP3922773B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/20—Movable barrages; Lock or dry-dock gates
    • E02B7/50—Floating gates
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
    • E02B3/102—Permanently installed raisable dykes
    • E02B3/104—Permanently installed raisable dykes with self-activating means
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/20—Movable barrages; Lock or dry-dock gates
    • E02B7/40—Swinging or turning gates
    • E02B7/44—Hinged-leaf gates

Definitions

  • the present invention is generally within the field of hydraulic engineering; in particular, the invention relates to an automatic anti-flooding barrier.
  • Such systems generally take the form of barriers that rise to occlude an opening when the trench with which they are associated is flooded by a fluid.
  • a further example of a platform which, under the thrust of the water, rotates about a hinge, finally arranging itself in a vertical position, is known from WO 2012 076855 A1 .
  • the vertical position is obtained by means of the differential hydrostatic thrust that the platform receives by virtue of its geometry, having a larger cross section near the hinge, so as to generate an asymmetrical lift.
  • a solution making use of a hydrostatic thrust assist system is known from CN 10 5672212 , which employs a pair of gas springs to propel the barrier to a vertical position.
  • This system provides for the springs to exert a constant thrust on the barrier, which is held in the lowered position by means of rotating hooks integral with a rod connected to a float.
  • the float rises and causes the rod to rotate, which in turn causes the hooks to rotate and disengage from the barrier which, under the thrust of the springs, is arranged in the vertical position.
  • a solution configured in this way is complex from a structural point of view, since it requires a plurality of components to hold the barrier in the closed position, and also involves a large amount of space, since a trench deep enough to accommodate the springs (which must always be in an inclined position) and the release mechanism is required.
  • An object of the present invention is to overcome the aforementioned problems.
  • a barrier according to the invention is provided with a platform rotatably supported by a frame, to which in turn are hinged linear actuators capable of imparting to the platform a thrust such as to drive it in a vertical position in the moment wherein this platform, under the action of a fluid pressing on a lower face thereof, rises with respect to a horizontal position.
  • the linear actuators may be traditional gas springs, which therefore do not require a hydraulic or electrical supply (with the consequent problems of maintenance or possible malfunction due to the device interacting with the fluid collected by the barrier).
  • the frame may thus be partially housed within a trench in a masonry structure or a box raised above ground level, of which the platform constitutes the cover when in a horizontal position.
  • an automatic anti-flooding barrier 9 comprises a support frame, which comprises a primary beam 10, extended along a first longitudinal direction, and a pair of secondary beams 12, projecting from the primary beam 10 along a second transverse direction, perpendicular to the first longitudinal direction, and mutually spaced along said first longitudinal direction.
  • the support frame may in turn be at least partially housed in a masonry structure 8 (of which one embodiment is depicted in Fig. 1 ), comprising a vertical opening A, through which the passage of fluid is to be prevented, and a trench facing said opening, adapted to collect the fluid directed toward this opening.
  • the trench may in turn have a drain 8a for the outflow of the fluid collected.
  • a platform 14 is also provided, hinged to the primary beam 10 and movable from an inactive position, wherein said platform 14 lies in a plane parallel to the plane defined by the longitudinal and transverse directions, to an active position, wherein said platform 14 lies in a plane perpendicular to the plane defined by the longitudinal and transverse directions, said platform 14 being suitable, when in the active position (conveniently, a vertical position), for preventing a fluid from passing therethrough.
  • the platform 14 is adapted to form, when in the inactive position (conveniently, a horizontal position), the cover of a compartment within which a fluid is collected, whereby said fluid, having surpassed a level whereby it comes into contact with the platform 14, imparts on this platform a hydrostatic thrust toward the active position until it causes the platform 14 to rise from the inactive position.
  • the barrier further comprises a pair of linear actuators 16, each having a first end hinged to a respective secondary beam 12, and an opposite end hinged to the platform 14, said actuators being capable of pushing the platform 14 to said active position when the platform 14 is in a position other than the inactive position.
  • the linear actuators 16 are configured whereby, in the inactive position of the platform 14, they lie substantially parallel to the platform 14 (expediently, a horizontal position). Thus, in this inactive position of the platform 14, linear actuators 16 do not exert on said platform an action likely to generate a torque about the hinge axis of said platform 14 such as to cause this platform to be raised from its inactive position.
  • the linear actuators 16 are configured as gas springs.
  • a float 18 may also be provided integral with a lower face of the platform 14 (i.e., the face turned toward the secondary beams 12), said float 18 being configured to impart a thrust on the platform 14 in the direction of its active position, when said float 18 is at least partially immersed in a fluid.
  • a section of the platform assembly 14 and float 18, considered with respect to a longitudinal centerline plane of the platform 14 i.e., a plane extended along the transverse direction and perpendicular to the plane defined by the longitudinal and transverse directions
  • a transverse centerline plane of the platform 14 i.e., a plane extended along the longitudinal direction and perpendicular to the plane defined by the longitudinal and transverse directions
  • a section of the platform assembly 14 and float 18, considered with respect to a longitudinal centerline plane of the platform 14 is asymmetrical with respect to a transverse centerline plane of the platform 14 (i.e., a plane extended along the longitudinal direction and perpendicular to the plane defined by the longitudinal and transverse directions), said section having a greater area in the portion thereof distal from the primary beam 10 relative to said transverse centerline plane.
  • a primary gasket 22 adapted to form a watertight seal between the primary beam 10 and the platform 14 when the platform 14 is in the active position.
  • the primary gasket 22 may comprise a primary body 23 that is fixed to the support frame (e.g., the primary body 23 may be accommodated in a housing formed in the primary beam 10 or the support frame, as in the illustrated example) and a flap or projection 24 protruding from the primary body 23 in the direction of the platform 14 (as shown by way of example in Fig. 4a-4d ).
  • Said projection 24 is in contact with the platform 14 so as to form a watertight seal between the primary body 23 and said platform 14 even when said platform is in the inactive position and is elastically deformable in response to the movement of said platform so as to remain in contact therewith in its motion from the inactive position to the active position.
  • Said projection 24 may, for example, be pressed upright and adhere to the platform 14 when said platform is in the active position and extended obliquely when the platform 14 returns to the inactive position.
  • the gasket 22 may be configured whereby, when the platform 14 is in the inactive position, an unsealed opening is provided between said platform and the primary gasket 22 adapted to allow an amount of fluid to pass between said primary gasket 22 and platform 14.
  • the fluid that was not initially intercepted by the barrier 9 could, once it reaches the primary beam 10, be intercepted by said opening, which would then act as an additional drainage channel to convey the fluid below the platform 14 (i.e., dropping the fluid into the basin on which the platform 14 may be positioned).
  • the primary gasket 22 may comprise a primary body 23, which is fixed to the support frame (e.g., the primary body 23 may be accommodated in a housing formed in the primary beam 10 or in the support frame, as in the illustrated example), and expediently a flap or projection 24, which is configured to avoid contact with the platform 14 when said platform is in the inactive position, so as to form an unsealed opening between said platform 14 and the primary body 23, adapted to allow an amount of fluid to pass between said primary gasket 22 and platform 14.
  • a primary body 23 which is fixed to the support frame (e.g., the primary body 23 may be accommodated in a housing formed in the primary beam 10 or in the support frame, as in the illustrated example), and expediently a flap or projection 24, which is configured to avoid contact with the platform 14 when said platform is in the inactive position, so as to form an unsealed opening between said platform 14 and the primary body 23, adapted to allow an amount of fluid to pass between said primary gasket 22 and platform 14.
  • Said lip or projection 24 is further configured to adhere to said platform 14 when this platform is in its active position, so as to form a watertight seal between said primary body 23 and said platform 14; for example, said projection 24 may expediently be elastically deformable in response to the movement of the platform 14, so as to remain in contact therewith when this platform is in its active position.
  • the projection 24 may be configured to deform in a vertical position and adhere to the platform 14 when this platform is in the active position, whereby a watertight seal is formed between the primary body 23 and said platform 14.
  • the support frame comprises a pair of uprights 20, extended along a third vertical direction (perpendicular to the first longitudinal direction and the second transverse direction), and mutually spaced along said first longitudinal direction, said uprights 20 being adapted to form an abutment surface against which the platform 14 abuts when in its active position.
  • the uprights 20 will be on either side of the opening that the platform 14 would occlude when in the active position.
  • Secondary gaskets 26 may be provided, applied to the uprights 20 and/or the platform 14, said secondary gaskets 26 being adapted to form a watertight seal between the uprights 20 and the platform 14 when this platform is in its active position.
  • the automatic barrier 9 may further comprise a box 28 formed of four walls 30 that define a compartment occluded at its top by the platform 14 when this platform is in the inactive position.
  • the box 28 will expediently house at least part of the primary 10 and secondary 12 beams.
  • the platform 14 may be formed from a plurality of modules 15, for example extended along the longitudinal direction and juxtaposed along the transverse direction (as visible in Fig. 8 and 9 ).
  • the modules 15 may be secured to each other by interlocking or other means of restraint, such as bolts, welds, etc.
  • the barrier 9 may also comprise one or more ramps 32, sloping toward the outside of the box 28 from an upper edge of at least one wall 30 of this box 28 flush with the platform 14, said ramps 32 being adapted to allow a vehicle to climb from the support surface of the box 28 to the platform 14.
  • This embodiment in its variants, illustrated by way of example in Fig. 10a to 14 ) is advantageous when there is no trench or underground compartment, or one wishes to raise the platform 14 above the walking level.
  • one or more ramps 32 may in turn be hinged to the respective top edge of the box 28.
  • the platform 14 and/or the box 28 and/or the ramps 32 comprise orifices 33, 34 (e.g., grates 33 extended along part of the surface of the platform 14, or passages 34 formed at the base of the ramps 32), adapted to permit the passage of a fluid through the thickness of the platform 14 and/or into the box 28.
  • orifices 33, 34 e.g., grates 33 extended along part of the surface of the platform 14, or passages 34 formed at the base of the ramps 32, adapted to permit the passage of a fluid through the thickness of the platform 14 and/or into the box 28.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Feeding, Discharge, Calcimining, Fusing, And Gas-Generation Devices (AREA)
EP21178269.3A 2020-06-08 2021-06-08 Automatische hochwassersperre Active EP3922773B1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
IT102020000013510A IT202000013510A1 (it) 2020-06-08 2020-06-08 Barriera automatica per il contenimento di fluidi

Publications (3)

Publication Number Publication Date
EP3922773A1 true EP3922773A1 (de) 2021-12-15
EP3922773C0 EP3922773C0 (de) 2024-07-03
EP3922773B1 EP3922773B1 (de) 2024-07-03

Family

ID=72266667

Family Applications (1)

Application Number Title Priority Date Filing Date
EP21178269.3A Active EP3922773B1 (de) 2020-06-08 2021-06-08 Automatische hochwassersperre

Country Status (2)

Country Link
EP (1) EP3922773B1 (de)
IT (1) IT202000013510A1 (de)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP4253662A1 (de) 2022-03-31 2023-10-04 Amari Austria GmbH Vorrichtung zur rückhaltung eines fluids

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10162568A1 (de) * 2001-12-19 2003-07-17 Seidl & Partner Gmbh Gesamtpla Bauwerksegment für ein Hochwasserschutzbauwerk, Bauwerk und Verfahren zur Errichtung des Bauwerks
GB2399375A (en) * 2003-03-11 2004-09-15 Philip Youngman A buoyant self-erecting flood barrier
KR101060610B1 (ko) * 2011-03-07 2011-08-31 (주) 에스앤비하이드로 무빙 월
GB2486245A (en) * 2010-12-09 2012-06-13 Geoffery Thomas Evans A flood barrier
KR101368881B1 (ko) * 2013-08-27 2014-03-03 일성보산업(주) 전도식 방재 게이트
CN105672212A (zh) 2014-10-15 2016-06-15 曾立宇 免电力掀起式防洪闸门
CN206625196U (zh) * 2017-03-01 2017-11-10 衢州市江汇翻板闸门有限公司 一种浮力式翻板闸门
IT201600108874A1 (it) 2016-10-27 2018-04-27 Stopflood S R L Barriera anti allagamento.
CN110344370A (zh) * 2019-07-05 2019-10-18 辽宁忠旺铝合金精深加工有限公司 一种全自动铝合金防洪墙体

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10162568A1 (de) * 2001-12-19 2003-07-17 Seidl & Partner Gmbh Gesamtpla Bauwerksegment für ein Hochwasserschutzbauwerk, Bauwerk und Verfahren zur Errichtung des Bauwerks
GB2399375A (en) * 2003-03-11 2004-09-15 Philip Youngman A buoyant self-erecting flood barrier
GB2486245A (en) * 2010-12-09 2012-06-13 Geoffery Thomas Evans A flood barrier
WO2012076855A1 (en) 2010-12-09 2012-06-14 Geoffrey Evans Automatically operating flood barrier
KR101060610B1 (ko) * 2011-03-07 2011-08-31 (주) 에스앤비하이드로 무빙 월
KR101368881B1 (ko) * 2013-08-27 2014-03-03 일성보산업(주) 전도식 방재 게이트
CN105672212A (zh) 2014-10-15 2016-06-15 曾立宇 免电力掀起式防洪闸门
IT201600108874A1 (it) 2016-10-27 2018-04-27 Stopflood S R L Barriera anti allagamento.
CN206625196U (zh) * 2017-03-01 2017-11-10 衢州市江汇翻板闸门有限公司 一种浮力式翻板闸门
CN110344370A (zh) * 2019-07-05 2019-10-18 辽宁忠旺铝合金精深加工有限公司 一种全自动铝合金防洪墙体

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP4253662A1 (de) 2022-03-31 2023-10-04 Amari Austria GmbH Vorrichtung zur rückhaltung eines fluids

Also Published As

Publication number Publication date
EP3922773C0 (de) 2024-07-03
IT202000013510A1 (it) 2021-12-08
EP3922773B1 (de) 2024-07-03

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