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EP3361005B1 - Aménagement de cours d'eau - Google Patents

Aménagement de cours d'eau Download PDF

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Publication number
EP3361005B1
EP3361005B1 EP17156035.2A EP17156035A EP3361005B1 EP 3361005 B1 EP3361005 B1 EP 3361005B1 EP 17156035 A EP17156035 A EP 17156035A EP 3361005 B1 EP3361005 B1 EP 3361005B1
Authority
EP
European Patent Office
Prior art keywords
stream
lining
carrier
plane
struts
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
EP17156035.2A
Other languages
German (de)
English (en)
Other versions
EP3361005A1 (fr
Inventor
Wilfried Mair
Friedrich Mair
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.)
Mair Wilfried / Srl GmbH
Original Assignee
Mair Wilfried / Srl GmbH
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Filing date
Publication date
Application filed by Mair Wilfried / Srl GmbH filed Critical Mair Wilfried / Srl GmbH
Priority to EP17156035.2A priority Critical patent/EP3361005B1/fr
Publication of EP3361005A1 publication Critical patent/EP3361005A1/fr
Application granted granted Critical
Publication of EP3361005B1 publication Critical patent/EP3361005B1/fr
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Classifications

    • 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
    • E02B3/02—Stream regulation, e.g. breaking up subaqueous rock, cleaning the beds of waterways, directing the water flow
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B5/00—Artificial water canals, e.g. irrigation canals
    • E02B5/08—Details, e.g. gates, screens
    • E02B5/085—Arresting devices for waterborne materials, e.g. gratings
    • 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
    • E02B7/16—Fixed weirs; Superstructures or flash-boards therefor

Definitions

  • the present invention relates to a Bach enclosure for retaining a material of a creek bed and a method for establishing a creek enclosure.
  • Prior art creep barriers serve to retain material from a creek bed. In this way, steps can be formed. Through these steps, there is a slowing down of the flow velocity of the stream, which is particularly used in streams in the steep, and therefore often difficult to access, terrain. This slowing down of the flow rate can reduce the flushing away of the material of the streambed (for example, bedding).
  • Object of the present invention is therefore to provide a Bachverbauung and a method for building a Bachverbauung that allow a reduction in the risk potential in the construction of the obstruction.
  • this object is solved by the features of claim 12. This is done by material from a stream bed is removed to create a Aushubstelle, a Bachverbauung invention is placed in the excavation and the excavation is at least partially refilled.
  • a Bachverbauung with a Verbauungs which includes a substantially arranged in a plane carrier and a sheet retainer, in particular a grid, and an anchor for anchoring in a subsoil as Bachverbauung, wherein the material through the grid is restrained by the creek bed, which is formed by the Bachverbauung a step in the streambed.
  • the flat restraint device carried by the carrier can be designed in various ways, in particular as a grid. Examples would be wire mesh, a cable net, an expanded metal, a perforated plate, a wire mesh and the same. But even a full-surface plate, various geotextiles and the like can be used depending on the situation.
  • Belly abutments according to the invention can be prefabricated outside of the creek bed, for example simply as a steel structure (ie, for example, from commercially available steel profiles and metal sheets). This can be placed in the creek bed when erecting the creek, for example by crane. The lengthy construction of the Bachverbauung of wood, concrete, stones or other building material is thereby eliminated. In most cases, the Bachverbauung must be backfilled after placing in the creek bed and then ready for use. By significantly reducing the residence time of the workers in the creek bed, security is increased.
  • a diversion of the brook when building the Bachverbauung can be done for example via pipes, hoses and the like, if necessary.
  • the carrier may also be referred to as a frame.
  • the Bachverbauung invention can always be used when at a running water to fast transport of the material of the streambed threatens by Mitschwemmen and co-pushing.
  • the size of the watercourse is not of primary importance.
  • the anchor is attached to a side facing away from the plane of the pull rod.
  • the anchoring in the underground can be done so easily.
  • the anchor can be designed as a dead man's anchor, which is sunk underground. This usually consists of a bulky object, such as a metal plate. Rope anchors or anchor rods and the like can also be used.
  • the carrier can be particularly easily formed from one another attached, arranged substantially in the plane, struts.
  • the struts are attached to a central connector, the tie rod being attached to the armature on the one hand and to the central connector on the other hand.
  • This design is characterized by a good relationship between stability and effort in the design.
  • the contour may include a - preferably substantially horizontal - water bottom and a - preferably inclined in comparison to the water bottom - shore.
  • the contour may include substantially horizontal shoulders that conform to the shore connect designated parts of the contour. These can be sunk underground and thus stabilize the stream bed, especially in the embankment area.
  • the contour can be particularly easily performed by a trapezoidal recess in the upper part of the Bachverbauung.
  • Such a contour can be particularly easily formed by two in a vertical arrangement of the plane overhead - preferably kinked - struts, preferably together with a central connector of the carrier.
  • the central connecting piece of the carrier form the horizontal water bottom.
  • the struts can lead away at an angle, so that the shore is formed.
  • the overhead struts may have kinks such that the portions of the kinked struts facing away from the connector form the (horizontal) shoulders.
  • the construction can be further simplified by the fact that the four struts are symmetrical with a plane arranged perpendicular to an axis of symmetry, the axis of symmetry preferably being substantially vertical.
  • the tie rod may be located substantially approximately perpendicular to the plane (ie, the angle would then be substantially approximately a right angle).
  • the brook construction can have several structures - the structure of the structure is then constructed in a more or less modular way.
  • the addressed contour may be formed by carriers and grids of several Verbauungs Modellen arranged side by side and / or one above the other.
  • Each structure can have its own anchor position, but this is not absolutely necessary.
  • a central concavity structure (with or without tie rod) is provided with an anchor, which is a simple embodiment.
  • the building structures are connected in this case.
  • rails may be provided, which are placed on lower underlying Verbauungs Modellen and thus form a basis for further Verbauungs Modellen that are placed on the rails.
  • the adjacent Verbauungs Modellen for example by screws, are connected to each other.
  • the Verbauungs taughten in the Aushubstelle of the streambed may preferably be provided that the Verbauungs Modellen the Abdominal Verification are placed as a whole in the excavation. In this case, no processing steps on the Bachverbauung or the Verbauungs Cook in the creek bed longer necessary, which minimizes the potential danger when building the Bachverbauung.
  • Fig. 1 shows a schematic front view of a Bachverbauung invention 1 with a Verbauungs Quilt 3, consisting of the support 4 and designed as a grid retention device.
  • the carrier 4 consists of four struts 8 which are fastened to a central connecting piece 13. The connections are welded joints in this embodiment.
  • the carrier 4 is formed symmetrically with respect to a vertical axis of symmetry X.
  • the carrier 4 carries the grid 5, which in this case is a tailored structural steel mat.
  • the grid 5 is shaped and fastened such that an upper contour 9 of the obstruction structure 3 results, which contour 9 substantially corresponds to the bottom of a brook bed and thus forms the desired overflow.
  • a horizontal water base 11 is formed by the central connecting piece 13. Inclined to form the grid 5 together with the upper struts 8 in the picture shore 12. By a kink in the upper struts 8 and corresponding shaping of the grid 5 are also horizontal shoulders 16 present, which can be sunk in the stream bed or a nearby embankment (lateral integration).
  • the drawing plane of the Fig. 1 forms that plane in which the carrier 4 is arranged.
  • the shoulders 16 are understood as parts of the contour 9 or as parts of the contour 9 together with in the drawing plane in this area arranged below grid 5, which can be sunk in the embankment (lateral integration).
  • a Bachverbauung invention 1 with Verbauungs Quilt 3 is shown.
  • B. a deadman armature 7 is arranged.
  • Fig. 2 can be seen, there is a substantially vertical arrangement of the drawbar 6 to the carrier 4. Slight changes in the angle between the tie rod 6 and the carrier 4 can be made.
  • an extended drawbar 6 can be used.
  • Fig. 2 the surface of the subsoil or the creek bed is indicated by reference numeral 15, whereby the situation of Bachverbauung 1 in use is clarified.
  • FIG. 3 is one of Fig. 1 similar front view of the Bachverbauung 1, the surface 15 is shown by dashed lines. The dotted line corresponds to the surface 15 in the plane of the carrier 4.
  • Fig. 3 also schematically shows a slightly different embodiment from that Fig. 1 ,
  • the shore sections 12 of the contour 9 are made steeper.
  • the Bachverbautician 1 described here are installed transversely to the flow direction of the water in the channel and are therefore also called cross-locks or short locks.
  • the embankment is stabilized.
  • the Bachverbausch 1 invention can be used as an alternative to the usual Bachverbausch of wood, concrete, stones, etc.
  • the water of the stream flow through only in the middle and forms the so-called drainage section / overflow section.
  • a replaceable overflow plate 18 can be mounted, which is easily replaced when worn.
  • the selected geometry of the Bachverbauung 1 the barrier shoulders or wings can be well integrated into the embankment, which, as already mentioned, stabilizes the embankment.
  • an actual support surface (retaining device 5) for the backfilling of the Bachverbauung 1 is for example a structural steel mat. But it can also be a rope net, an expanded metal, a perforated plate, a wire mesh, etc. used as a support surface.
  • a geotextile can be additionally attached to z. B. Materialausschwemmungen from the Bachverbauung 1 to prevent.
  • the Bachverbauung 1 is anchored on the mountain side.
  • anchoring for example, a deadman anchor can be used.
  • all other common anchoring methods can be used.
  • FIG. 1 The Bachverbauung 1 or the Verbauungs Modellen 3 are ready pre-assembled on Baustellenlagerplatz.
  • the fully assembled Verbauungs Modellen 3 can be quickly and safely placed and backfilled at the installation with excavator, mobile crane, helicopter or the like.
  • Fig. 4 shows a schematic front view of an embodiment in which a plurality of Verbauungs Modellen 3 are modularly assembled to a Bachverbauung 1, as in a modular system.
  • the Verbauungs füren 3 can be placed in each case on rails 17, which are arranged at the bottom of the Bachverbauung 1 or on the first row of the Verbauungs Modellen 3.
  • the rails 17 allow a clean, accurate displacement of the individual Verbauungs Modell. 3
  • the contour 9 is created by individual contours of different Verbauungs Modellen 3. In the area of the water bottom 11 and the bank 12, an overflow plate 18 is arranged. This can be easily replaced when worn.
  • overflow plates 18 can - as already mentioned - of course also be used in embodiments that do not have multiple Verbauungs Modellen 3.
  • Fig. 4 is also nice to recognize that corresponding Verbauungs füren 3 need not be made symmetrical or with a certain aspect ratio.
  • the shape of the carrier 3 can be easily adapted to external conditions and desired contour 9.
  • FIG Fig. 4 Marked points are possible anchor points 19, ie anchors 7 (optionally with tie rods 6) can be fastened at these points.
  • Preferred may be an embodiment in which only a central Verbauungstechnik is connected to an anchor 7 with or without drawbar 6.
  • Fig. 5 is a cross-section of one according to Fig. 4 to be used rail 17 is shown.
  • the rail 17 can be easily done by, for example, welding two U-profiles (each with technological U-profiles).
  • one of the U-profiles is placed on Verbauungs Modell 3.
  • the other U-profile then serves as the basis for a building structure 3 to be arranged above it.
  • Verbauungs Designen 3 are installed side by side and / or one above the other. They all consist of a frame and a support surface, as described above. The individual elements can be arranged side by side and on top of each other, anchored and backfilled. The geometry of the top row forms outflow section / overflow section. Again, a replaceable overflow plate 18 can be mounted.
  • the anchoring of the individual Verbauungs Designen 3 is carried out as described above.
  • a (guide) rail 17 can be placed under each row. The stucco structures 3 are then simply inserted into this rail 17. If necessary, the guide rail can be anchored as desired.
  • the individual Verbauungs Modell 3 can be lifted and anchored after the series. Once all Verbauungs Modellen 3 are anchored, the Bachverbauung 1 can be backfilled.

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  • 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)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Piles And Underground Anchors (AREA)

Claims (13)

  1. Aménagement de cours d'eau pour la retenue d'un matériau (2) d'un lit de cours d'eau, dans lequel
    - une structure d'aménagement (3) est réalisée avec un support (4) agencé sensiblement dans un plan et un dispositif de retenue (5) plat porté par le support (4), en particulier une grille (5), et
    - une ancre (7) est prévue pour l'ancrage du support (4) dans un sous-sol,
    caractérisé en ce que le support (4) est formé par des entretoises (8) fixées les unes aux autres, agencées sensiblement dans un plan, dans lequel les entretoises (8) sont fixées à une pièce de raccord centrale (13) et dans lequel une barre de traction (6) est prévue, laquelle barre de traction (6) est reliée d'un côté à la pièce de raccord centrale (13) et de l'autre côté à l'ancre (7).
  2. Aménagement de cours d'eau selon la revendication 1, caractérisé en ce que lors de l'agencement vertical du plan à travers le support (4) et le dispositif de retenue (5) plat, il y a un contour (9), qui ressemble à un fond du lit de cours d'eau.
  3. Aménagement de cours d'eau selon la revendication 2, caractérisé en ce que le contour (9) contient un fond aquifère (11) - de préférence sensiblement horizontal - et une rive (12) - inclinée de préférence par rapport à un fond aquifère (11).
  4. Aménagement de cours d'eau selon l'une quelconque des revendications 2 ou 3, caractérisé en ce que le contour (9) est formé par deux entretoises (8) situées en haut en agencement vertical du plan - de préférence pliées, de préférence conjointement avec une pièce de raccord centrale (13) du support (4).
  5. Aménagement de cours d'eau selon l'une quelconque des revendications 1 à 4, caractérisé en ce qu'il y a quatre entretoises (8) agencées sensiblement dans un plan.
  6. Aménagement de cours d'eau selon la revendication 5, caractérisé en ce que les quatre entretoises (8) dans le cas d'un agencement vertical du plan sont symétriques par rapport à un axe de symétrie (X), dans lequel l'axe de symétrie (X) s'étend de préférence sensiblement verticalement.
  7. Aménagement de cours d'eau selon l'une quelconque des revendications précédentes, caractérisé en ce que l'ancre (7) est fixée à un côté de la barre de traction (6) s'éloignant du plan.
  8. Aménagement de cours d'eau selon la revendication 7, caractérisé en ce que la barre de traction (6) est agencée sensiblement perpendiculairement au plan.
  9. Aménagement de cours d'eau selon l'une quelconque des revendications précédentes, caractérisé en ce que l'aménagement de cours d'eau (1) contient au moins deux structures d'aménagement (3), qui sont agencées de préférence dans un plan.
  10. Aménagement de cours d'eau selon la revendication 2 et la revendication 9, caractérisé en ce que le contour (9) est formé par le support (4) et le dispositif de retenue (5) de plusieurs structures d'aménagement (3), qui sont agencées l'une à côté de l'autre et/ou l'une au-dessus de l'autre.
  11. Utilisation d'un aménagement de cours d'eau (1) selon l'une quelconque des revendications 1 à 10, avec
    - une structure d'aménagement (3), laquelle contient un support (4) agencé sensiblement dans un plan et un dispositif de retenue (5) plat, en particulier une grille, et
    - une ancre (7) pour l'ancrage du support (4) dans un sous-sol,
    en tant qu'aménagement de cours d'eau (1), dans lequel le matériau (2) - de préférence remblayé - du lit de cours d'eau est retenu par le dispositif de retenue (5), dans lequel un gradin est réalisé dans le lit de cours d'eau par l'aménagement de cours d'eau (1).
  12. Procédé de construction d'un aménagement de cours d'eau (1), dans lequel
    - le matériau (2) d'un lit de cours d'eau est retiré pour la création d'un point d'excavation,
    - un aménagement de cours d'eau (1) selon l'une quelconque des revendications 1 à 10 est placé dans le point d'excavation et
    - le point d'excavation est à nouveau rempli au moins en partie.
  13. Procédé selon la revendication 12, caractérisé en ce que l'aménagement de cours d'eau (1) ou les structures d'aménagement (3) de l'aménagement de cours d'eau (1) sont placés dans l'ensemble dans le point d'excavation.
EP17156035.2A 2017-02-14 2017-02-14 Aménagement de cours d'eau Active EP3361005B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP17156035.2A EP3361005B1 (fr) 2017-02-14 2017-02-14 Aménagement de cours d'eau

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP17156035.2A EP3361005B1 (fr) 2017-02-14 2017-02-14 Aménagement de cours d'eau

Publications (2)

Publication Number Publication Date
EP3361005A1 EP3361005A1 (fr) 2018-08-15
EP3361005B1 true EP3361005B1 (fr) 2019-10-16

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ID=58054012

Family Applications (1)

Application Number Title Priority Date Filing Date
EP17156035.2A Active EP3361005B1 (fr) 2017-02-14 2017-02-14 Aménagement de cours d'eau

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EP (1) EP3361005B1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3105273A1 (fr) * 2019-12-19 2021-06-25 Pierre Jartoux Ensemble prêt à monter, des pièces permettant de barrer un torrent pour maintenir un passage à gué à niveau fixe.

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109371914B (zh) * 2018-12-25 2023-09-26 中国电建集团成都勘测设计研究院有限公司 一种便于后期改建的泄水渠结构

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT324232B (de) * 1967-05-29 1975-08-25 Oesterr Alpine Montan Rostförmige sperre für wildbachverbauungen
AT328965B (de) * 1968-08-03 1976-04-26 Oesterr Alpine Montan Muren- und treibholzfanger
DE2300044A1 (de) * 1973-01-02 1974-07-04 Josef Schmidt Vorrichtung zur verminderung der wassergeschwindigkeit in bachlaeufen
DE29618691U1 (de) * 1996-10-26 1997-01-30 Bremer Schutz-Verbauungen GmbH, 97828 Marktheidenfeld Wildholzfang und Geschiebesperre für Wildbäche
EP2848737B1 (fr) 2013-09-13 2016-11-02 Mair Wilfried GmbH / Srl écran de protection

Non-Patent Citations (1)

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

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3105273A1 (fr) * 2019-12-19 2021-06-25 Pierre Jartoux Ensemble prêt à monter, des pièces permettant de barrer un torrent pour maintenir un passage à gué à niveau fixe.

Also Published As

Publication number Publication date
EP3361005A1 (fr) 2018-08-15

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