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WO2018138001A1 - Batardeau d'urgence - Google Patents

Batardeau d'urgence Download PDF

Info

Publication number
WO2018138001A1
WO2018138001A1 PCT/EP2018/051264 EP2018051264W WO2018138001A1 WO 2018138001 A1 WO2018138001 A1 WO 2018138001A1 EP 2018051264 W EP2018051264 W EP 2018051264W WO 2018138001 A1 WO2018138001 A1 WO 2018138001A1
Authority
WO
WIPO (PCT)
Prior art keywords
emergency
emergency dam
dam bar
horizontally extending
flood protection
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.)
Ceased
Application number
PCT/EP2018/051264
Other languages
German (de)
English (en)
Inventor
Gerd Stüber
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.)
ThyssenKrupp AG
ThyssenKrupp Infrastructure GmbH
Original Assignee
ThyssenKrupp AG
ThyssenKrupp Infrastructure 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 ThyssenKrupp AG, ThyssenKrupp Infrastructure GmbH filed Critical ThyssenKrupp AG
Publication of WO2018138001A1 publication Critical patent/WO2018138001A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

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
    • E02B7/22—Stop log dams; Emergency 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
    • E02B3/106—Temporary dykes
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters

Definitions

  • the present invention relates to an emergency dam bar for spontaneously elevating existing flood barriers.
  • a mobile flood protection wall which consists of vertical supports with a U-shaped guide for receiving horizontally arranged dam beams.
  • the fixing of the dam bars via a clamping device which is disposed within the U-shaped guide of the supports.
  • a similar mobile flood protection wall is described in DE 20 2010 012 447 U l.
  • the dam beams are also secured against buoyancy with a conventional tensioning device which is disposed within the U-shaped guide of the supports.
  • the invention is therefore based on the object to provide a device with which existing mobile flood protection walls can be increased spontaneously and require a simple structure and low installation costs.
  • This object is achieved by an emergency dam bar with the features of claim 1.
  • Advantageous embodiments and further developments are subject matter of claims 2 to 6 and the description.
  • the vertical supports have a greater length than the maximum stacking height of the dam beams used in order to ensure a fixation with the tensioning device within the U-shaped guide.
  • the emergency dam bar which is provided for the spontaneous increase of existing flood walls, consists of a hollow shaped rectangular profile element and has a horizontally extending top and bottom and a first and second end.
  • the profile element has in each case a recess on the horizontally extending underside in the area of both ends and a hole on the horizontally extending upper side in the area of both ends, wherein the recess and the hole each have a channel extending transversely to the longitudinal axis of the emergency dam beam form, by which the emergency dam bar can be fixed by means of a passing through the channel fixing means to an existing flood protection wall.
  • the profile element between the top and bottom on at least one additional horizontally extending intermediate floor This also has in the region of both ends a transverse to the longitudinal axis of the emergency dam bar arranged hole. Through the intermediate bottom, a higher resistance to stiffening is achieved.
  • the fixing means consists of an element which can be connected to a tensioning device of the existing flood protection wall.
  • This can be configured for example in the form of a screw with an internal thread, wherein the screw with a bolt of the clamping device, which has a corresponding external thread, is connectable.
  • the fixing means may comprise a fastening element which distributes the force of the screw head over a larger area.
  • the fastener is a washer, but it may also preferably be plate-shaped or rod-shaped with corresponding holes to fix two emergency dam bars on a central support.
  • the underside of the dam beam on the outside at least one profiling, which corresponds to a profiling of a arranged below the emergency dam beam dam beam of the existing system.
  • the profiling is arranged centrally and / or in each case in the edge region.
  • the underside of the dam beam can thus have on the outside a profiling, which is arranged centrally and extends along the longitudinal axis of the dam beam.
  • the underside of the dam beam on the outside may have two profiles, which are each arranged in the edge region and extending along the longitudinal axis of the dam beam.
  • the bottom may have a combination of these two embodiments, so that the underside of the dam bar on the outside has a total of three profiles, with a first center and the second and third profiling each in the edge region, ie left and right sides of the centrally arranged profiling is arranged.
  • the profiling each has a sealing element.
  • the sealing element can be arranged between these profilings. If a system is present which comprises dam beams which have corresponding profilings on the upper side, the sealing element can be arranged between these profilings. If a system is present which comprises dam beams with smooth surfaces, the profiling serves to fix the sealing element. The side facing the dam beam side is then made flat, so that a tightness of the flood protection wall is ensured.
  • Another aspect of the present invention relates to the use of the emergency dam bar according to the invention for the spontaneous increase of existing flood protection walls.
  • FIG. 1 is a plan view of part of the emergency dam bar according to the invention
  • Fig. 2 a section of an existing flood protection wall expanded by an emergency dam bar according to the invention.
  • Fig. 1 shows an emergency dam bar 1 according to the invention, which can be used for the spontaneous increase of existing flood protection walls 10.
  • the emergency dam bar 1 consists of a hollow rectangular profile element. This may, for example, a extruded profile element made of a light metal, such as aluminum act.
  • the emergency dam bar 1 has a horizontally extending upper side 2 and a parallel thereto also arranged horizontally extending underside 3. Furthermore, the emergency dam bar 1 has a first end and a second end (not shown in FIG. 1). On the horizontally extending underside 3, the emergency dam bar 1 has a recess 5 in the region of both ends.
  • the recess 5 can, as shown in FIG. 1, be formed substantially circular.
  • a substantially circular shape can be generated in a simple manner, for example, by means of a hole drill.
  • the recess 5 preferably has a size that includes a tensioning device 14 of the existing flood protection wall 10, so that the emergency dam 1 rests with its underside 3 over its entire surface on an upper side of a dam beam 13 arranged thereunder.
  • the emergency dam bar 1 on the horizontally extending upper side 2 in each case a hole 6 in the region of both ends.
  • the recess 5 and the hole 6 form a transverse to the longitudinal axis of the emergency dam 1 extending channel 7, through which the emergency dam bar 1 can be fixed by means of a passing through the channel 7 fixing 15 to an existing flood protection wall 10.
  • the emergency dam bar 1 between the top and bottom 2, 3 at least one additional horizontally extending intermediate bottom 8.
  • the underside 3 of the emergency embankment 1 according to the invention has a profiling 9 on the outside.
  • FIG. 2 an existing flood protection wall 10 is shown, which is extended by the emergency dam beam 1 according to the invention.
  • the illustrated flood protection wall 10 comprises a support 11, which is designed here as a double-T profile. This is a so-called. Central support, which is anchored to the ground 12.
  • the flood protection wall 10 has two dam beams 13 per side, which have a specific height.
  • the respective upper dam bar 13 is fixed with a tensioning device 14.
  • the clamping device is arranged within the U-shaped guide of the support 11.
  • a flood protection wall 10 provides adequate protection against flooding.
  • emergency barrier 1 With the help of emergency barrier 1 according to the invention such existing systems can be expanded spontaneously by a specific height, for example 20 cm, quickly and easily.
  • the emergency dam bar 1 according to the invention is placed on the upper dam beams.
  • a suitable fixing means 15 and a fixing plate 16 can - if a fixation is to take place on a central support - two emergency dam bars 1 are fixed to the existing flood protection wall 10.

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)
  • Barrages (AREA)
  • Revetment (AREA)

Abstract

La présente invention concerne un batardeau d'urgence destiné à élever spontanément des murs de protection contre les crues existants, composé d'un élément profilé rectangulaire de configuration creuse. L'élément profilé possède un côté supérieur et un côté inférieur qui s'étendent horizontalement ainsi qu'une première et une deuxième extrémités. Selon l'invention, l'élément profilé possède respectivement un creux dans la zone des deux extrémités au niveau du côté inférieur qui s'étend horizontalement et respectivement un trou dans la zone des deux extrémités au niveau du côté supérieur qui s'étend horizontalement. Le creux et le trou forment respectivement un canal qui s'étend transversalement par rapport à l'axe longitudinal du batardeau d'urgence, par le biais duquel le batardeau d'urgence peut être fixé à un mur de protection contre les crues existant à l'aide d'un moyen de fixation qui peut être passé à travers le canal.
PCT/EP2018/051264 2017-01-27 2018-01-19 Batardeau d'urgence Ceased WO2018138001A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102017201359.1A DE102017201359A1 (de) 2017-01-27 2017-01-27 Notfalldammbalken
DE102017201359.1 2017-01-27

Publications (1)

Publication Number Publication Date
WO2018138001A1 true WO2018138001A1 (fr) 2018-08-02

Family

ID=61163671

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP2018/051264 Ceased WO2018138001A1 (fr) 2017-01-27 2018-01-19 Batardeau d'urgence

Country Status (2)

Country Link
DE (1) DE102017201359A1 (fr)
WO (1) WO2018138001A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115419009A (zh) * 2022-08-26 2022-12-02 江南造船(集团)有限责任公司 一种码头堤坝的防汛装置及使用方法

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0163292A2 (fr) * 1984-06-01 1985-12-04 Ernst Kossbiel Barrage pour la protection contre les crues
DE3523150A1 (de) * 1985-06-28 1987-01-08 Passavant Werke Hohlprofilverschluss
CN2412925Y (zh) * 2000-01-31 2001-01-03 容文添 水利围堤筑坝构件
DE202004017186U1 (de) 2004-11-03 2005-03-24 Rsw Roslauer Schiffswerft Gmbh Mobile Vorrichtung zum Schutz gegen Hochwasser
DE202010012447U1 (de) 2010-09-10 2010-12-02 Thyssenkrupp Gft Bautechnik Gmbh Hochwasser-Schutzsystem

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0163292A2 (fr) * 1984-06-01 1985-12-04 Ernst Kossbiel Barrage pour la protection contre les crues
DE3523150A1 (de) * 1985-06-28 1987-01-08 Passavant Werke Hohlprofilverschluss
CN2412925Y (zh) * 2000-01-31 2001-01-03 容文添 水利围堤筑坝构件
DE202004017186U1 (de) 2004-11-03 2005-03-24 Rsw Roslauer Schiffswerft Gmbh Mobile Vorrichtung zum Schutz gegen Hochwasser
DE202010012447U1 (de) 2010-09-10 2010-12-02 Thyssenkrupp Gft Bautechnik Gmbh Hochwasser-Schutzsystem

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115419009A (zh) * 2022-08-26 2022-12-02 江南造船(集团)有限责任公司 一种码头堤坝的防汛装置及使用方法
CN115419009B (zh) * 2022-08-26 2024-03-12 江南造船(集团)有限责任公司 一种码头堤坝的防汛装置及使用方法

Also Published As

Publication number Publication date
DE102017201359A1 (de) 2018-08-02

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