WO2007147624A1 - Barrage - Google Patents

Barrage Download PDF

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Publication number
WO2007147624A1
WO2007147624A1 PCT/EP2007/005536 EP2007005536W WO2007147624A1 WO 2007147624 A1 WO2007147624 A1 WO 2007147624A1 EP 2007005536 W EP2007005536 W EP 2007005536W WO 2007147624 A1 WO2007147624 A1 WO 2007147624A1
Authority
WO
WIPO (PCT)
Prior art keywords
dam
wall
construction element
inner cavity
cavity
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/EP2007/005536
Other languages
German (de)
English (en)
Other versions
WO2007147624B1 (fr
Inventor
Franz Philipp
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.)
FIRST VANDALIA LUXEMBOURG HOLDING SA
Original Assignee
FIRST VANDALIA LUXEMBOURG HOLDING SA
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 FIRST VANDALIA LUXEMBOURG HOLDING SA filed Critical FIRST VANDALIA LUXEMBOURG HOLDING SA
Publication of WO2007147624A1 publication Critical patent/WO2007147624A1/fr
Publication of WO2007147624B1 publication Critical patent/WO2007147624B1/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
    • 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
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D19/00—Keeping dry foundation sites or other areas in the ground
    • E02D19/02—Restraining of open water
    • E02D19/04—Restraining of open water by coffer-dams, e.g. made of sheet piles

Definitions

  • the invention relates to a dam of a plurality of modular dam construction elements.
  • Dams for reservoirs and reservoirs have been known for a long time. Dams were originally made of earth or glue. In the last century, dams made of concrete and steel were increasingly built, which is much more stable and thus allows the construction of higher dam walls.
  • dams have the disadvantage that they are very rigid.
  • the foundations of the dams must be constructed so that the dam does not collapse or become brittle during the earthquake.
  • US Geological Survey Fact Sheet 096-95 [downloaded June 5, 2006 from http://quake.wr.usgs.gov/prepare/factsheets/LADamStory/] describes the almost fatal collapse of the Lo who San Fernando Dam during an earthquake in 1971.
  • JP-A-2000110149 discloses a concrete form that could be used as a dike wall.
  • toothed components comprising an outer wall and an inner cavity surrounded by the outer wall.
  • the connecting element known from German Patent Application No. 10 2004 030 815 is used, wherein the inner cavity can be filled with porous materials.
  • Korean Patent Application No. KR-B-100460284 discloses building blocks for stabilizing a river bank.
  • the building blocks have a cavity in their middle, which is filled with sand or earth.
  • the bottom of the cavity is made of porous concrete.
  • the illustrated modules are connected to each other by means of connecting pins.
  • the building blocks disclosed in this patent application are not suitable for being stacked on top of each other.
  • the toothed components of the invention allow a quick and inexpensive construction of a dam. Due to the toothing of the individual toothed components, the construction of, for example, a very stable dam is possible.
  • the components have an outer wall and an inner cavity which is surrounded by the outer wall.
  • the outer wall has at axial end portions at least two recesses for receiving at least one other component.
  • Fig. 1a is a schematic sectional view of a dam construction according to the invention.
  • Fig. Ib is a schematic sectional view of components
  • Fig. Ic is a schematic sectional view of alternative components
  • Fig. Id is a schematic perspective view of a component;
  • Figure 2 is an outer wall of various assembled components.
  • Fig. 5 shows the connection of individual dam components.
  • Fig. Ia shows a dam 5 according to the invention in a cross-sectional view transverse to the dam 5.
  • the dam 5 is constructed of a plurality of dam construction elements 10, which are juxtaposed and / or one another.
  • the dam construction elements 10 have an outer wall 20 with an inner cavity 30, which can be seen more clearly in FIG.
  • the dam 5 can be used, inter alia, as a dyke on a river bank or as a dam wall in a water reservoir.
  • the hatched areas 21 represent toothed regions of the dam building elements 10.
  • FIG. 1b shows a section of the dam 5 in a sectional view horizontal to the dam 5. As can be seen from FIGS. 1a and 1b, the dam building elements 10 are substantially square.
  • FIG. 1 c shows a sectional view of thumb members 110 horizontal to the dam components 110, which are essentially circular. It is understood that the dam construction elements 110 of FIG. 1c also have an outer wall 120, an inner cavity 130 and toothed regions 121 and can be connected by means of toothings.
  • the outer walls 20 and 120 of the components which are in the present embodiment dam modules 10, at its two axial end portions each have at least two recesses for receiving at least one other component.
  • the recesses are shown in Fig. Id and explained below. From the arrangement and positioning of the recesses and the joining of several components by means of these recesses results in a Monbauissonharm extending in the vertical and horizontal directions. It is understood that this results in a toothing in both the horizontal and in the vertical direction, which is advantageous for the stability or the static and dynamics of the overall structure.
  • FIG. 1 d shows a perspective view of an exemplary (dam) component 10 of FIGS. 1 a, 1 b with recesses 50. At least two recesses 50 are respectively arranged on the two axial end regions of the respective dam component 10.
  • the dam component 10 of FIG. Id has in each case three recesses 50 at the axial end regions.
  • the positioning of the recesses 50 can be selected as required in the circumferential direction.
  • the dimensions of the recesses 50 can be selected as required.
  • the area provided with the reference numeral 51 is suitable for receiving two outer walls, whereas the area provided with the reference numeral 52 is suitable for receiving only one outer wall.
  • the invention can also be used, for example, for draining land or for building a structure in open water.
  • the invention can be used in land reclamation, drilling rig construction, harbor construction, sewer construction, landscaping, and hydraulic engineering.
  • the components are prefabricated from individual parts, which are interlocked by design-related recesses.
  • the components represent system components. According to the application (Dam construction, land reclamation, drilling rig construction, sewer construction, landscaping, hydraulic engineering, etc.) these system components are put together. This creates an overall structure that can be adapted to specific functions that are dependent on the application.
  • the loads for example, water, wind loads, etc.
  • a seal 9 is usually located between the water side and the land side. This seal 9 prevents the flow of water 7 from the water side to the land side. Although this seal 9 is shown as a kind of foundation in Fig. 1, but the seal 9 can also be formed as part of the soil.
  • Fig. 2. shows the structure of an outer wall 20 which is constructed of a plurality of components 22.
  • the components 22 are held together by means of connecting elements 40 and have one or more recesses 25.
  • the structure of the connecting members 40 and the functions of the recesses 25 will be described later.
  • the components 22 are produced in one embodiment of the invention from a previously produced stone-like material, which was obtained predominantly from secondary raw materials.
  • a manufacturing method for producing the stone-like or ceramic material is described in International Patent Application No. PCT / AT06 / 000115.
  • Other materials may be used, e.g. Concrete or plastic.
  • the material known from international patent application no. PCT / AT06 / 000115 has the advantage that it has a certain elasticity and thus withstands storm, wind or water forces better than conventional materials.
  • the recesses 25 in one component 22 serve to receive recesses 25 from another component 22.
  • the outer wall 20 can be constructed of a plurality of layers of stacked components 22 "toothed.” The respective recesses 25 are thus interlocked and thus give the structure of the outer wall 20 a great stability.
  • FIG. 3 shows that the cavity 30 is filled with various layers of materials 42, 44, 46 and 48. Preferably, four different layers 52, 54, 56 and 58 are used. However, the cavity can be filled with several or fewer layers.
  • the uppermost layer 52 is made of sand or gravel, the following layer 54 of peat or soil, the next layer 56 of sand and the bottom layer 58 of soil. The filling of the cavity 30 gives the dam 10 a higher stability.
  • the overall structure can be given different properties, that is, this overall structure can be adapted to different requirements as needed. For example, it is thus possible to specifically improve the statics and dynamics, or to control the water storage capacity and the seal against water, pollutants, etc., to name only a few adaptation measures.
  • the internal cell construction may be formed, for example, with fillers (e.g., soil), stabilizers (e.g., gravel, peat), sealants (e.g., clays), and filter materials (e.g., gravel, sand, peat).
  • fillers e.g., soil
  • stabilizers e.g., gravel, peat
  • sealants e.g., clays
  • filter materials e.g., gravel, sand, peat
  • the layers of material 52, 54, 56 and 58 also have the advantage of cleaning the leaked water by a filtering effect.
  • the material layer 52 may include soil and peat layers that store water, regulate the water level in the structure and / or partially outside of the structure - depending on the given requirement.
  • the material layer 54 may include soil and peat layers that store water, regulate the water level, and selectively communicate the necessary amounts of water to the stabilization building system.
  • the material layer 56 may comprise clay, clay-like materials and / or silicate, organic and / or inorganic materials.
  • This material layer 56 enables a permanent, substantially crack-free sealing of the structure.
  • the silicate, organic and / or inorganic materials can already be mixed incorporated into the building. With the addition of water, which can be done naturally and / or performed by people, it comes to the swelling of the respective materials and thus targeted and permanent sealing. This leads to stability and
  • the seal may act against water, pollutants, oil or other substances or gases.
  • the seal is space-filling, it adapts to the respective geometric conditions of the structure or the (dam) component, without leaving any cracks or other cavities. This also applies to heavy loads, such as high pressure.
  • the material layers 52 and 56 may further comprise gravel patches and sand layers for stabilizing and purifying the water. Through a layer of material 52 or 56 with sand storage a further static or dynamic improvement of the structure is achieved.
  • the inflow and outflow of water can be regulated in and through the structure. This is ensured by the use of appropriate fillings, which act for example as flow, filter and / or Abdichtmaterialen.
  • FIG. 3 likewise shows an inner cell wall 35 of an inner cell 38.
  • the inner cells 38 are shown in more detail in FIG. 4.
  • the inner cells 38 are formed by a plurality of inner cell walls 35, which are arranged like a cross, as can be seen from FIG. 4.
  • the inner cell walls 35 are made of the same materials as the components 22.
  • the inner cell walls 35 are in the cavity 30 on the outer wall 20 a set and divide the cavity 30 into a plurality of small inner cells 38.
  • the inner cells 38 have the advantage that the flushing away of at least the uppermost layer of material 52 during the flooding of the dam 5 is prevented.
  • FIG. 5 shows two components 22a and 22b, each having a bore 24a, 24b.
  • dowels 60a and 60b are used in the two holes 22a and 22b.
  • a sleeve 62 is inserted into one of the dowels 60a and 60b.
  • an armature 64 is used in the other dowel 60b and 60a.
  • a first end of a pin 64 is inserted into the sleeve 62, and after being brought into engagement, the second end of the pin 64 is inserted into the anchor.
  • the two components 22a and 22b are firmly held together. Dismantling the two components 22a and 22b is not possible without destroying the pin 64 or the pins 64.
  • the "open" surface of the dam 5 allows a greening of the dam 5, which enhances the visual appeal of the dam 5.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Revetment (AREA)
  • Wind Motors (AREA)

Abstract

Barrage (5) et éléments de construction (10; 110) pour la construction du barrage (5). Le barrage (5) est construit à l'aide d'une pluralité d'éléments de construction (10; 110) imbriqués. Les éléments de construction (10,- 110) présentent une paroi externe (20; 120) et une cavité interne (30; 130) qui est entourée de la paroi externe (20; 120). Si besoin, la cavité (30; 130) peut être remplie de matériaux. La paroi externe (20; 120) possède dans des zones terminales axiales respectivement au moins deux évidements (25; 25'; 25"; 50) destinés à recevoir respectivement au moins un autre élément de construction (10; 110).
PCT/EP2007/005536 2006-06-23 2007-06-22 Barrage Ceased WO2007147624A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE200610028976 DE102006028976B4 (de) 2006-06-23 2006-06-23 Damm
DE102006028976.5 2006-06-23

Publications (2)

Publication Number Publication Date
WO2007147624A1 true WO2007147624A1 (fr) 2007-12-27
WO2007147624B1 WO2007147624B1 (fr) 2008-02-14

Family

ID=38578493

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP2007/005536 Ceased WO2007147624A1 (fr) 2006-06-23 2007-06-22 Barrage

Country Status (2)

Country Link
DE (1) DE102006028976B4 (fr)
WO (1) WO2007147624A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2956590A1 (fr) * 2010-02-24 2011-08-26 Paul Duriez Jeu de construction

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2653450A (en) * 1949-08-04 1953-09-29 Leas M Fort Retaining wall structure
EP0013535A1 (fr) * 1979-01-04 1980-07-23 Rolf Scheiwiller Jeu d'éléments de mur de soutènement et son application
DE8913019U1 (de) * 1989-11-03 1991-04-04 Umbach, Alfred, 4300 Essen Aussteifungssystem fü Damm- und Deichbauten, Mülldeponien und ähnliche Haufwerke
EP0451521A1 (fr) * 1990-04-10 1991-10-16 Fritz Prof. Dr.-Ing. Büsching Ouvrage de protection de berges
EP0569323A2 (fr) * 1992-05-06 1993-11-10 Willi Ruckstuhl Bloc de soutènement et bloc de mur
EP1418285A1 (fr) * 2002-11-08 2004-05-12 Yoav Kadosh Eléments de raccordement imbriqués
DE102004030815A1 (de) * 2004-06-25 2006-01-26 Philipp, Stephanie Verbindungssystem zur mechanischen Verbindung von Bauelementen

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2653450A (en) * 1949-08-04 1953-09-29 Leas M Fort Retaining wall structure
EP0013535A1 (fr) * 1979-01-04 1980-07-23 Rolf Scheiwiller Jeu d'éléments de mur de soutènement et son application
DE8913019U1 (de) * 1989-11-03 1991-04-04 Umbach, Alfred, 4300 Essen Aussteifungssystem fü Damm- und Deichbauten, Mülldeponien und ähnliche Haufwerke
EP0451521A1 (fr) * 1990-04-10 1991-10-16 Fritz Prof. Dr.-Ing. Büsching Ouvrage de protection de berges
EP0569323A2 (fr) * 1992-05-06 1993-11-10 Willi Ruckstuhl Bloc de soutènement et bloc de mur
EP1418285A1 (fr) * 2002-11-08 2004-05-12 Yoav Kadosh Eléments de raccordement imbriqués
DE102004030815A1 (de) * 2004-06-25 2006-01-26 Philipp, Stephanie Verbindungssystem zur mechanischen Verbindung von Bauelementen

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2956590A1 (fr) * 2010-02-24 2011-08-26 Paul Duriez Jeu de construction

Also Published As

Publication number Publication date
WO2007147624B1 (fr) 2008-02-14
DE102006028976B4 (de) 2012-02-23
DE102006028976A1 (de) 2008-01-03

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