EP2302135A1 - Prefabricated component element for underwater installation and module for reducing coastal erosion - Google Patents
Prefabricated component element for underwater installation and module for reducing coastal erosion Download PDFInfo
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- EP2302135A1 EP2302135A1 EP09012166A EP09012166A EP2302135A1 EP 2302135 A1 EP2302135 A1 EP 2302135A1 EP 09012166 A EP09012166 A EP 09012166A EP 09012166 A EP09012166 A EP 09012166A EP 2302135 A1 EP2302135 A1 EP 2302135A1
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- Prior art keywords
- base plate
- passage openings
- prefabricated
- prefabricated element
- elements
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- 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
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/14—Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
Definitions
- the invention relates to a prefabricated element element for use in the coastal area and in particular in the underwater area for coastal protection, dam protection or avoidance of coastal erosion.
- the invention also relates to an erosion prevention module which can be used to prevent erosion and / or accumulation of sediments near the shore under water.
- a bank protection element for preventing erosion in the coastal area which consists of two plate-shaped concrete elements, which can be coupled via laterally projecting arms together to form a box-like module and which are provided with a series of passage openings for the passage of water.
- the two concrete elements of this erosion prevention device are closed by a bottom and a lid, so that in addition to the relatively small passage openings, the module is almost completely closed and is only open at the side.
- This erosion prevention device requires relatively complex shapes for its manufacture to form the cantilevered connecting arms.
- the device is also inflexible because of its box-like shape and only suitable for use as a stand element.
- an artificial dam element which is constructed as a substantially U-shaped breakwater structure.
- a seaward upright wall of the breakwater structure is provided with a plurality of circular passages, while the landside upright wall is formed without passages.
- the two wall elements are on the bottom side firmly connected to each other via a base plate made of concrete and supported in the upper area against each other by beams.
- the diameters of the passages in the seaward wall are dimensioned such that there impinging waves are broken and the kinetic energy is reduced to avoid damage from the waves.
- This breakwater structure is unsuitable as a one-piece, U-shaped concrete element for flexible use, for example on a slope and quite expensive to manufacture.
- the small size of the passage openings and the missing openings in the landside wall of the breakwater structure are unsuitable for sedimentation and sediment collection.
- FR 968 989 a flat member for covering a steep bank or embankment, which is hexagonally shaped and each having concave and convex sides to be coupled with other elements in the same area.
- One of the elements can be secured via an anchoring rod in the soil of the dam. Since this dam protection element has no passages, it is completely impermeable to water as well as to rock and sand. Since only one of the hexagonal elements is secured by means of a rod introduced into the ground of the dam, dam damage can easily occur if one of the elements breaks out, for example due to strong waves, and thus the surface coupling between the hexagonal elements is released.
- the invention has the object of providing a plate-shaped prefabricated element element for coastal protection, dam protection and avoidance of coastal erosion and an erosion prevention module, which can be used flexibly in various applications under water and on coasts and can be produced with the simplest possible means , In addition, a secure fixation at the installation site and a long service life should be ensured even at high stress areas.
- a plate-shaped prefabricated element element for use in the coastal area and in particular in the underwater area, which consists of at least one base plate, which more over the surface of the base plate having distributed passage openings, and which is provided with a reinforcement for stiffening, wherein the prefabricated element element according to the invention is characterized in that the reinforcement consists of several in the material of the base plate at least partially embedded rods made of a plastic material and that the passage openings in the Base plate are adapted in shape and / or in size such that they are permeable to sand and sediment below a predefined size, but for rock and sediments from a predefined size form an at least partial retention of the element.
- the plate shape provides a simply designed prefabricated component which can be produced with relatively little effort, is easy to transport and can be flexibly installed in various situations, particularly in the underwater area.
- the plate-shaped prefabricated component according to the invention can be installed vertically as a stand element as well as placed on sloping slopes lying flat on the floor or on sloping slopes standing and fixed. Through the passage openings on the one hand, the weight of the prefabricated element element is reduced overall. On the other hand, the prefabricated element element is permeable to water, so that a sub-rinsing and washing away of the element, for example when it is used as a dam on the embankment, is prevented.
- the passage openings also have the advantage that the element according to the invention can also be used for sanding and avoiding erosion on moving coastal waters, since the passage openings allow the water flow and entrained sediments to pass through and are thus ideally suited for the collection of sand and rock behind the element.
- the prefabricated element element according to the invention for long-term use under water is ideally suited. Corrosion, which can occur, for example, in the case of steel reinforcements in concrete components and which then inevitably leads to breakage and destruction of the elements, is effectively prevented by the use of corrosion-resistant bars as reinforcing material.
- the reinforcement may also protrude partially from the material of the base plate according to an alternative embodiment of the invention and be used in addition to the stiffening and production of the strength of the plate for further purposes, for example, to a fixation of foundation formation or to a coupling with other identical prefabricated elements.
- a corrosion-resistant material of the reinforcing bars in particular a fiber-reinforced plastic material can be used, which in addition to the Corrosion resistance also has the advantage that due to the lower stiffness than, for example, metal deformation does not necessarily lead to destruction of the element, since the reinforcing bars themselves are relatively flexible.
- the prefabricated element element is optimally suited for the various functions in the near field and underwater use: both for securing a dam by the dam material before a high water flushing for Example, is held securely in place, as well as to prevent the erosion of coasts by sand grains and sediments can be flushed through the openings with the flow, but larger rock is prevented from being washed away from the coast.
- deposits such as purged sand and sediments can collect, so that it is not only suitable for effective erosion prevention and coastal protection, but also for sanding and for the formation of new Dams, coasts and the like.
- the prefabricated element element is provided with a reinforcement made of a fiber-reinforced plastic
- the base plate is formed in particular from a cast concrete material.
- the bars of the reinforcement made of a fiber-reinforced plastic material which may be a glass fiber reinforced plastic, for example, can be easily used in the manufacture of the prefabricated part in the concrete form and cast around concrete material.
- the use of, for example, glass fiber reinforced plastic has the advantage that it has a relatively high modulus of elasticity compared to metal materials.
- the reinforcing bars need not be completely embedded in the concrete material, as they are not susceptible to corrosion in the water or salt water, even if they protrude or intersect the passage openings of the base plate. A long-term durability of prefabricated elements according to the invention is thus ensured.
- the passage openings of the prefabricated element element are closed with rod or lattice-shaped retaining elements, which have a predefined Naturallassrasttation.
- the permeability for, for example, rock and boulders at the openings can thus be varied.
- the passage openings themselves may be formed relatively large in order to form as little resistance in the water, since according to the invention with rods or a lattice-shaped element and a larger opening can be closed to a desired passage size and a specific passage grid.
- the use of bars or a lattice-shaped element also has the advantage that overall the weight of the prefabricated element element is relatively low, so that the transport to more remote installation sites can be realized at a manageable cost.
- the passage openings of the base plate are provided with a network which has a predefined mesh size.
- a network any known mesh material made of plastic, metal or natural materials is suitable.
- the net can be fixed in the passage opening, for example by being cast in the material of the base plate. Alternatively, however, the net may be fastened to the outside of the baseplate, or may simply be incorporated when mounting the element at its point of use, for example by simply laying it on.
- the passage openings of the prefabricated element element are arranged distributed uniformly over substantially the entire surface of the base plate.
- the uniform arrangement on the surface of the base plate has the advantage that over the entire element a good water permeability is ensured.
- the reinforcement of corrosion resistant material constructed of rods or grids may be provided in both the transverse and longitudinal directions in the intermediate regions between the ports, which in turn provides the rigidity of the element and strength and robustness to prevent damage in use.
- an anchoring or support is provided on the prefabricated element element, with which it can be secured at its installation location or, for example, can be coupled with other elements.
- the anchoring may protrude from an edge of the base plate or from a side surface and be realized for example in the form of a retaining ring, a retaining tab, a tether or the like.
- the element can also be well transported and transported, for example by a crane with corresponding ropes with snap-in pawls.
- the rods of corrosion-resistant material, which form the reinforcement of the element protrude at least on one side of the base plate in order to form an anchoring and holding means of the element at its installation point, for example, in the water itself.
- the bars then perform a dual function, in addition to the preparation of the rigidity and robustness of the element a way of secure anchoring, for example, in adjacent soil or in the ground with horizontal placement of the element, for example on the seabed. Since the bars of the reinforcement consist of a corrosion-resistant material, there is no risk of premature damage and thus destruction of the element.
- this feature has the advantage that in the production, for example, when casting the body, the reinforcement can be fixed well on the side of the mold, so that the reinforcing bars are as closely as possible in the middle of the thickness of the base plate. Therefore, no additional fixation means are required for the manufacture of the precast concrete element cast from concrete.
- an anchor or holder which is mounted movable relative to the base plate.
- a movable anchorage which may be realized for example in the form of a rod-shaped element or in the form of a wire rope, has the advantage that no rigid, protruding elements are present and that the prefabricated element element can adapt well to the respective conditions at its installation site - also with changes of the underground.
- the prefabricated element element has a rod-shaped element as a holder, which protrudes perpendicularly from a side surface and is optionally connected via safety ropes at its free end to the side edges of the base body.
- a net-like mat is provided for anchoring the element in the ground.
- the mat may be at least partially embedded in the material of the base plate and thereby embedded.
- the net-like mat is either on a side surface or an edge of the base plate and can be fixed, for example in the adjacent soil or under stones and thus serve a secure fixation in its installed position.
- the size and / or the number of passage openings vary over the height of the base plate of the element.
- areas of different permeability can be formed on one and the same element both for the passage of water and the passage or retention of stones, boulders and the like.
- the prefabricated component element standing vertically at the bottom of the water body can have larger passage openings in the lower area and smaller passage openings in the upper area in order to be able to trap the lighter, smaller sediment components in the upper area as well in the lower area only substantially larger boulders can be captured to protect and secure the coast.
- ropes are provided on the base plate of the finished component element, which are embedded in the material or attached to the plate.
- the ropes have the advantage that a movable and flexible attachment of the elements is possible at their installation point. Also, a coupling of multiple prefabricated elements is easily feasible with this measure without the need for other rigid components, such as supports or carriers.
- the ropes can be made of any material and be realized for example as hemp ropes or plastic ropes.
- the invention also relates to a module for erosion prevention in coastal areas of waters, with which a land reclamation and landing is made possible.
- the erosion prevention module according to the invention has a sediment collecting space and at least two plate-shaped elements, wherein it is characterized in that the plate-shaped elements have passage openings and prefabricated elements according to one of claims 1 to 15, wherein additionally coupling means for connecting the two prefabricated elements are provided.
- coupling elements tensioned cables, cross-shaped or differently arranged rods or beams can be used between the two mutually coupled bodies.
- the coupling of two identical plate-shaped prefabricated elements has the advantage that a standing, box-like module is provided by simple means, which is relatively well permeable to water, but forms a support for rocks, boulders and sediments, as desired that the coasts can be protected from excessive erosion.
- stones can be filled in at the first installation of the module in order to secure the module in place.
- the coupled according to the invention to an erosion prevention module plate-shaped prefabricated elements can be constructed the same. Alternatively, however, they can also be constructed differently and be provided, for example, with larger passage openings and one with smaller passage openings or passage latches in the form of a grid, a net or the like. The variations are large and allow an optimal adaptation of the module to local conditions, such as size of stones, strength of the flow and the like.
- the passage openings of the plate-shaped prefabricated component elements have substantially rectangular passage openings.
- the rectangular or square shape has the advantage that quite large passages can be formed in the likewise rectangular or square base plate, which can be reduced to a desired passage grid size if necessary with appropriate measures, such as with a network, a grid or with bars.
- the area of the ports is approximately more than 60% of the total surface area of the base plate.
- this further reduces the total weight of the element and the erosion protection modules according to the invention thus formed, which is particularly advantageous for the transport and the costs of the material for the production.
- the module according to the invention also works well with other such modules be coupled, for example, by stacked modules or by a series arrangement of several modules.
- the Fig. 1 shows a plan view of a first Ausdusunsbeispiel a prefabricated element element 10 according to the invention.
- the prefabricated element 10 consists of a plate-shaped base body 1, in which a plurality of passage openings 2 - in this example, twelve passage openings 2 - is provided.
- the relatively large passage openings 2 are closed in this embodiment with a network 9, which is embedded and fixed in the material of the base body 1.
- the base plate 1 consists in particular of a concrete material and is for stiffening and for increasing the strength provided with a reinforcement 4, which in this embodiment consists of vertically extending bars 5 which extend in the areas between the passage openings 2 (in the middle four, otherwise two bars 5 respectively).
- the reinforcement 4 may also have in addition to the recognizable at the bottom and at the top of the base plate 1 rods 5 still horizontally extending rods. However, this is not absolutely necessary, depending on the forces acting on the prefabricated element element 10 at the place of use.
- the reinforcement 4 is made of a corrosion-resistant material and preferably consists of a fiber-reinforced plastic.
- a glass fiber reinforced plastic (GRP) for the reinforcement 4 and thus for the bars 5 of the reinforcement 4 is used, which is characterized by particularly good strength properties at a relatively high elasticity.
- GRP glass fiber reinforced plastic
- the reinforcement 4 may be realized instead of individual bars 5 as a plastic grid, which is poured into the concrete. In this in the Fig.
- the rods 5 protrude the reinforcement 4 respectively at the upper edge and the lower edge of the base plate 1 by a few centimeters.
- the reinforcing bars 5 can be fixed in position from the outside and no additional brackets for the reinforcement during manufacture are required.
- this has advantages for a transport of the element 10.
- the slightly projecting portions of the reinforcing bars 5 can also serve as a fixing means at the installation. For example, if the prefabricated element 10 is installed horizontally under water, the protruding portions of the bars 5 can be driven into the ground or seabed, thereby allowing in a very simple manner a secure fixation of the element 10 in place.
- the finished component element 10 according to this embodiment is further equipped in its center with an anchorage 3, which is shown here in the form of a cast-in in the material of the base plate 1 mounting ring.
- the anchorage 3 can also have any other element which allows a mounting and anchoring of the base plate 1 at its installation location.
- semicircular protruding hooks 3 are present, which on the one hand a transport, for example, a crane with traction cable, serve and on the other as well as the anchoring 3 can serve for a fixation in place.
- the hooks 3 can also serve to fasten a plurality of prefabricated component elements 10 arranged next to one another, for example, on a wall, for example over plastic ropes or clamp elements.
- a transport for example, a crane with traction cable
- a total of twelve relatively large and rectangular in shape (center) or square (top and bottom) passage openings 2 are provided, all of which are closed by a network 9, the mesh size is significantly smaller than the size of the passage openings 2 itself Passage openings 2 are permeable to water in this way, on a relatively large area.
- the area of the passage openings 2 can preferably make up more than 60% of the total area of the base plate 1 according to the invention, thus allowing a high throughput and the base plate 1 remains in place, even if it is fixed for example on a steep embankment dam, which is exposed to a strong swell.
- the passage openings 2 are here all closed with a network 9, wherein in the two lower rows of the passage openings 2, a network 9 is provided with larger mesh than in the top row of the passage openings 2.
- the different passage areas can be defined in a targeted manner as required, using surprisingly simple means.
- the same can also be achieved according to the invention by a different size of the passage openings 2, such as the passage openings 2 which are larger in the middle row.
- the passage openings 2 are relatively small openings such as microholes, the permeability to water and water can be determined by their number per unit area Retention for rubble, rocks or sediments can be controlled as needed at different points of one and the same prefabricated element element. In the latter case, a net 9 is not absolutely necessary, since then the size of the passage openings themselves can form a retaining means for soil elements or seabed elements (sediments).
- the bars 5 of the reinforcement 4 are in particular formed of a fiber-reinforced plastic, such as a glass fiber reinforced plastic.
- the rods are thus not susceptible to damage and corrosion, thereby ensuring a long-term hold of prefabricated element even under water.
- reinforcing rods 5 made of fiberglass-reinforced plastic have the advantage of that they have a relatively high modulus of elasticity, for example compared to steel and thus prevent damage to the usually made of concrete material base plate 1 even under heavy use and any bending of the base plate 1.
- the rods 5 are in particular realized as manufactured under the trademark ComBAR ® by the company. Schöck GmbH, Baden-Baden plastic reinforcing rods.
- They have a special bruisenrippung, which ensures a good grip in the concrete material of the base plate 1. They may be of the order of 6 mm to 12 mm, preferably 8 mm in diameter, used as a rod material or as a finished grid material in the mold for making the base plate 1 prior to pouring the concrete.
- the above plastic reinforcing bars of glass fiber reinforced plastic are reinforcing bars made by a special pultrusion method so as to have longitudinally aligned reinforcing fibers completely embedded in a resin.
- the profiling of the surface ribbing of the rods 5 may be a helical profiling or a tooth-like, interrupted heatrippung.
- the Fig. 2 shows a schematic perspective partial view of another embodiment of a prefabricated element element according to the invention at a crossing point between four passage openings 2.
- three vertical bars 5 of the plastic reinforcement 4 and two adjacent, horizontally extending rods 5 are provided as a reinforcement, so that in vertical direction is given greater strength.
- the passage openings 2 are closed in this embodiment additionally with an (optional) network 9 of a predefined mesh size.
- the net 9 may be made of a plastic material or of a natural material and is preferably molded in this embodiment in the manufacture of the base plate 1 in the material with it. This ensures a long-term and secure fixation of the network in the relatively large passage openings 2.
- the Fig. 3 shows in a similar fragmentary perspective view of another embodiment of a prefabricated element element 10 according to the invention for coastal protection or for dam protection.
- the passage openings 2 are additionally closed with vertically extending rods 5 made of a plastic material, which are the same rods 5, as used for reinforcement 4 in the concrete material of the base plate 1.
- vertically extending rods 5 made of a plastic material, which are the same rods 5, as used for reinforcement 4 in the concrete material of the base plate 1.
- the horizontal Sections of the base plate 1 between the passage openings are each cast two juxtaposed horizontal rods 5 made of glass fiber reinforced plastic material, so that the transverse strength of the prefabricated element 10 is ensured.
- the vertical portions of the bars 5 in the areas of the passage openings 2 are particularly well suited to prevent larger stones and chunks from passing through the openings 2.
- the vertical bars 5 of the reinforcement 4 are positioned at a uniform distance from each other.
- rods 5 in the passage openings can be provided as a further optional means for closing the passage openings 2 a more closely meshed network (in the Fig. 3 not shown), which is for example placed on the ground during installation and thus lies outside without fixed fixation on the prefabricated element or between the soil and selbigem.
- This can also be fixed area or area additional retaining means for holding feinkömigerem soil, for example, on a steep dam with strong wave generation and temporary flood situation.
- FIG. 4 Further exemplary embodiments of coastal protection pre-fabricated element elements 10 according to the invention in a use case for securing a bank embankment or a dam are shown in a perspective view.
- the elements 10 serve here a stop and a backup of the dam, so that at high tide and heavy waves, the material and stones, which form the dam 14, are not washed away.
- Both precast elements 10 of these embodiments are cast from a concrete material and have inside their structure a reinforcement 4 in the form of rods 5 made of a plastic material.
- the bars 5 protrude slightly in the reinforcement on the lower side and, according to the invention, advantageously also serve for fixation at the bottom of the bank 15 or within the rock of the dam 14.
- the reinforcing bars 5 are completely embedded in the interior of the concrete material and therefore not visible there.
- three net-like mats 6 are cast in the concrete material at the lower side, which are anchored in the construction of the dam 14 in the rock and the soil of the dam.
- the right prefabricated element 10 is after the Fig. 4 particularly well secured and is suitable for installation situations with a steep slope.
- the prefabricated elements 10 after the Fig. 4 the uniformly distributed passage openings 2 of substantially a square shape are additionally closed by a net 9.
- the network 9 is poured in these embodiments directly in the concrete material of the base plate 1 with.
- the mesh material can also be placed outside, for example, between the dam 14 before laying the base plate 1 loosely without a fixed fixation with the base plate 1 would be required.
- the passage openings 2 may be provided without a net material and then have, for example, a smaller diameter.
- the passage openings 2, as in this example after the Fig. 4 have an angular shape. However, they can also be round or oval.
- the passage openings 2 are formed as so-called microholes.
- the passage openings can also be tapered in a funnel shape, ie have a smaller circumference on one side than on the opposite other side.
- the passage openings closed with a relatively close-meshed network 9 whereas in that of the right base plate 1, the screening and thus mesh size of the network 9 is about twice as large as in the left element 10th
- FIGS. 5, 6 and 7 three further embodiments of inventive plate-shaped component elements 10 are shown with different applications in respective schematic side views.
- the Fig. 5 shows an inventive plate-shaped prefabricated element element 10 in the application as a backup of a bank embankment or a dam 14.
- an anchorage 3 is provided on the back of the base plate 1, which protrudes approximately in the center is provided by the base plate 1.
- the anchorage 3 is shown as a ring element, on which a rod 7 is articulated movably, which protrudes approximately perpendicularly from the base plate 1 of the element 10 to the rear.
- the rod 7 is secured by cables 8, which run from the free end of the rod-shaped element 7 to the edge regions of the base plate 1 and over to the latter Hooks 13 are attached.
- the prefabricated element element according to the invention presents itself as a substantially triangular or pyramid-like element in side view, which can be safely placed and fixed in various applications at the installation site, for example as a flat-lying element 10, as vertically standing on a sloping element (see . also Fig. 6 ) or as an obliquely rising from a shallow underwater installation site element 10th
- the base plate 1 is formed with a series of passage openings 2, which are closed here via a network embedded approximately in the center of the concrete material of the base plate 1.
- a reticulated mat 6 which is secured by stones on the seabed under water, which provides an additional grip and a safeguard against a Weg Pattersonen.
- the net-like mat 6 can be attached to the base plate 1 as a separate element.
- the net-like mat 6 can be cast in the concrete material during manufacture, which significantly facilitates the production.
- the net-like mat 6 may be formed integrally with the net 9 for additional security, which serves for closing the relatively large passage openings 2 to a predetermined grid size (mesh size) and thus allows a back-up of even smaller rock material and scree.
- this dam protection according to the embodiment of Fig. 5 ensures a secure and long-term hold of the dam even in case of heavy storms and strong waves long term. The secure retention of soil and the passage of impinging water are optimally optimized despite such conflicting objectives on such applications.
- the base plate 1 of the element 10 is a very robust planar body, but due to the passage openings 2, which have a relatively large area ratio of the entire base plate 1, for example of the order of greater than 60% of the total area, is very permeable to water , so that the inflowing water can not exert any relevant forces on the element 10, but simply flows through the passage openings 2 and can seep into the soil of the dam 14.
- Fig. 6 is shown in a schematic side view of another embodiment of a coastal protection prefabricated element element 10 according to the invention, and here in an application example as erosion prevention device under water.
- the base plate 1 of the element 10 is, as in the previous embodiment, provided on the rear side with an anchorage 3 in the form of a ring embedded centrally in the concrete, which ring is rotatably connected to a rod-shaped element 7.
- the element 7 is in turn connected here via ropes 8 with the edges of the base plate 1, wherein the ropes serve here as a stabilization for the vertical placement of the base plate 1 at an oblique region of the seabed.
- the rod-shaped element 7 is partially buried in the ground, so that a secure hold of the element is ensured.
- the angle between the rod-shaped element 7 and the base plate 1 can be changed via the tension cables 8, so that it can be reacted to different slopes at the respective installation location under water, so that the erosion protection element 10 is set up in a vertical, upright position.
- the tension cables 8 due to the swell and flow on the bank 15, an accumulation of sediment on the back of the element 10 can be advantageously achieved.
- the inflowing due to the swell water can flow over the base plate 1, can flow freely through the passage openings 2, and if on the back of the element sediments, sand or boulders are stirred up, these are advantageously between the subsurface (seabed) and the rear surface of the prefabricated element element 10 accumulated.
- relatively large-area passage openings 2 are provided in the base plate 1 in this embodiment, which are closed by a network 9 with a predefined mesh size.
- the predefined mesh size or screening of the closure of the passage openings 2 is matched to which scree or Sedimentkomieren be collected on the respective substrate.
- the lower row of passage openings 2 can have a larger grid on the net 9 in order to retain only larger stones there, while the upper row of passage openings 2 can be realized with a net of small mesh size.
- both networks 9 in the passage openings 2 may be the same.
- a further embodiment of a coastal protection element 10 according to the invention is shown.
- two precast elements 10 are coupled together and fixed perpendicularly to the seabed of the bank 15 as an erosion avoidance module.
- the precast element 10 according to this embodiment thus forms a module for preventing erosion, wherein between the two base plates 1, a sediment collection room is formed, in which sediments, sand, rocks, scree, etc. can accumulate.
- the two base plates 1 according to this embodiment are connected to each other via cross-shaped mutually extending coupling rods, which are, however, rotatably mounted respectively on hooks 13 at the edges of the inside of the base plates 1.
- the erosion prevention module according to this embodiment is therefore not a rigid element, but can react flexibly to relative movements of the individual components to one another and is thus protected from damage.
- the base plates 1 of this erosion avoidance module after Fig. 7 are as well as in the previous embodiments provided in the interior with a reinforcement of plastic material, which is not prone to corrosion and thus ensures a long-term hold of the element even with an underwater use.
- the rods 5 are simply rammed into the ground.
- the right prefabricated element element 10 according to this embodiment is, as in the previous embodiments, provided with a cast into the material of the base plate 1 network 9, so that here a greater retention of sediment, rock and sand is guaranteed.
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Abstract
Description
Die Erfindung betrifft ein Fertigbauteil-Element für einen Einsatz im Küstenbereich und insbesondere im Unterwasserbereich für den Küstenschutz, eine Dammsicherung oder eine Vermeidung der Erosion von Küsten. Die Erfindung betrifft ebenso ein Erosionsvermeidungsmodul, welches zur Verhinderung von Erosionen und/oder zur Ansammlung von Sedimenten im küstennahen Bereich unter Wasser eingesetzt werden kann.The invention relates to a prefabricated element element for use in the coastal area and in particular in the underwater area for coastal protection, dam protection or avoidance of coastal erosion. The invention also relates to an erosion prevention module which can be used to prevent erosion and / or accumulation of sediments near the shore under water.
Im Stand der Technik sind verschiedene Küstenschutz- oder Dammschutzelemente sowie Erosionsvermeidungseinrichtungen vorgeschlagen worden: Aus der
Aus der
Zum Schutz von Dämmen an Küsten oder an Flüssen sind ebenfalls verschiedene Arten von Fertigbauteil-Elementen aus dem Stand der Technik bekannt: Beispielsweise offenbart die
Die Erfindung hat demgegenüber zur Aufgabe, ein plattenförmiges Fertigbauteil-Element für den Küstenschutz, die Dammsicherung und die Vermeidung der Erosion von Küsten sowie ein Erosionsverhinderungsmodul bereitzustellen, welche flexibel in verschiedenen Anwendungen unter Wasser und an Küsten eingesetzt werden können und mit möglichst einfachen Mitteln herstellbar sind. Außerdem soll eine sichere Fixierung am Einbauort und eine lange Haltbarkeit auch an stark beanspruchten Stellen gewährleistet werden.The invention has the object of providing a plate-shaped prefabricated element element for coastal protection, dam protection and avoidance of coastal erosion and an erosion prevention module, which can be used flexibly in various applications under water and on coasts and can be produced with the simplest possible means , In addition, a secure fixation at the installation site and a long service life should be ensured even at high stress areas.
Diese Aufgabe wird durch ein plattenförmiges Fertigbauteil-Element mit den Merkmalen des Anspruchs 1 sowie durch ein Modul zur Erosionsvermeidung mit den Merkmalen des Anspruchs 16 gelöst. Vorteilhafte Ausgestaltungen und Weiterbildungen der Erfindung sind Gegenstand der jeweiligen abhängigen Ansprüche.This object is achieved by a plate-shaped prefabricated element element with the features of
Erfindungsgemäß wird ein plattenförmiges Fertigbauteil-Element für einen Einsatz im Küstenbereich und insbesondere im Unterwasserbereich vorgeschlagen, welches aus mindestens einer Grundplatte besteht, welche mehrere über die Fläche der Grundplatte verteilte Durchlassöffnungen aufweist, und welches mit einer Bewehrung zur Versteifung versehen ist, wobei das Fertigbauteil-Element nach der Erfindung dadurch gekennzeichnet ist, dass die Bewehrung aus mehreren in dem Material der Grundplatte mindestens teilweise eingebetteten Stäben aus einem Kunststoffmaterial besteht und dass die Durchlassöffnungen in der Grundplatte in ihrer Form und/oder in ihrer Größe derart angepasst sind, dass sie für Sand und Sedimente unter einer vordefinierten Größe durchlässig sind, jedoch für Gestein und Sedimente ab einer vordefinierten Größe einen mindestens teilweisen Rückhalt an dem Element bilden. Durch die Plattenform wird ein einfach gestaltetes Fertigbauteil bereitgestellt, das mit relativ geringem Aufwand herstellbar ist, gut transportierbar ist und in verschiedenen Situationen flexibel insbesondere im Unterwasserbereich einbaubar ist. Das plattenförmige Fertigbauteil gemäß der Erfindung kann sowohl als ein Standelement vertikal eingebaut werden als auch an schrägen Hängen flach aufliegend auf dem Boden oder an schrägen Hängen stehend aufgestellt und fixiert werden. Durch die Durchlassöffnungen ist zum einen das Gewicht des Fertigbauteil-Elements insgesamt reduziert. Zum anderen ist das Fertigbauteil-Element durchlässig für Wasser, so dass ein Unterspülen und Wegspülen des Elements, beispielsweise wenn es als Dammsicherung an der Uferböschung verwendet wird, verhindert wird. Die Durchlassöffnungen haben ferner den Vorteil, dass das erfindungsgemäße Element auch für eine Aufsandung und Erosionsvermeidung an bewegten Küstengewässem eingesetzt werden kann, da die Durchlassöffnungen die Wasserströmung und mitgerissene Sedimente hindurchlassen und so für das Sammeln von Sand und Gestein hinter dem Element bestens geeignet sind.According to the invention a plate-shaped prefabricated element element is proposed for use in the coastal area and in particular in the underwater area, which consists of at least one base plate, which more over the surface of the base plate having distributed passage openings, and which is provided with a reinforcement for stiffening, wherein the prefabricated element element according to the invention is characterized in that the reinforcement consists of several in the material of the base plate at least partially embedded rods made of a plastic material and that the passage openings in the Base plate are adapted in shape and / or in size such that they are permeable to sand and sediment below a predefined size, but for rock and sediments from a predefined size form an at least partial retention of the element. The plate shape provides a simply designed prefabricated component which can be produced with relatively little effort, is easy to transport and can be flexibly installed in various situations, particularly in the underwater area. The plate-shaped prefabricated component according to the invention can be installed vertically as a stand element as well as placed on sloping slopes lying flat on the floor or on sloping slopes standing and fixed. Through the passage openings on the one hand, the weight of the prefabricated element element is reduced overall. On the other hand, the prefabricated element element is permeable to water, so that a sub-rinsing and washing away of the element, for example when it is used as a dam on the embankment, is prevented. The passage openings also have the advantage that the element according to the invention can also be used for sanding and avoiding erosion on moving coastal waters, since the passage openings allow the water flow and entrained sediments to pass through and are thus ideally suited for the collection of sand and rock behind the element.
Durch die Bewehrung aus Stäben aus einem korrosionsbeständigen Material, insbesondere einem kunststoffbasierten Material, ist das Fertigbauteil-Element nach der Erfindung für einen langfristigen Einsatz auch unter Wasser bestens geeignet. Eine Korrosion, wie sie beispielsweise im Falle von Stahlbewehrungen in Betonbauteilen entstehen kann und die dann unweigerlich zu einem Brechen und einer Zerstörung der Elemente führt, wird durch die Verwendung von korrosionsbeständigen Stäben als Bewehrungsmaterial effektiv verhindert. Die Bewehrung kann auch nach einer alternativen Ausgestaltung der Erfindung teilweise aus dem Material der Grundplatte vorragen und neben der Versteifung und Herstellung der Festigkeit der Platte zu weiteren Zwecken verwendet werden, beispielsweise zu einer Fixierung einer Fundamentbildung oder zu einer Kopplung mit anderen gleichartigen Fertigbauteil-Elementen. Als korrosionsbeständiges Material der Bewehrungsstäbe kann insbesondere ein faserverstärktes Kunststoffmaterial verwendet werden, was neben der Korrosionsbeständigkeit auch noch den Vorteil hat, dass durch die geringere Steifigkeit als beispielsweise Metall eine Verformung nicht unbedingt zu einer Zerstörung des Elements führt, da die Bewehrungsstäbe selbst relativ flexibel sind. Durch die erfindungsgemäße Maßnahme, wonach die Durchlassöffnungen eine vordefinierte angepasste Form und/oder Größe aufweisen, ist das Fertigbauteil-Element bestens für die verschiedenen Funktionen im ufemahen Bereich und Unterwassereinsatz geeignet: sowohl zur Sicherung eines Damms, indem das Dammmaterial vor einem Wegspülen bei Hochwasser zum Beispiel sicher an Ort und Stelle gehalten wird, als auch zur Verhinderung der Erosion von Küsten, indem zwar Sandkörner und Sedimente durch die Durchlassöffnungen mit der Strömung hindurchgespült werden können, jedoch größeres Gestein daran gehindert wird, von der Küste weggespült zu werden. An den nicht mit Durchlassöffnungen versehenen Bereichen der Grundplatte des Fertigbauteil-Elements nach der Erfindung können sich auch Ablagerungen wie aufgespülter Sand und Sedimente sammeln, so dass es nicht nur zur effektiven Erosionsverhinderung und zum Küstenschutz geeignet ist, sondern auch zur Aufsandung und zur Bildung von neuen Dämmen, Küsten und ähnlichem.Due to the reinforcement of rods made of a corrosion-resistant material, in particular a plastic-based material, the prefabricated element element according to the invention for long-term use under water is ideally suited. Corrosion, which can occur, for example, in the case of steel reinforcements in concrete components and which then inevitably leads to breakage and destruction of the elements, is effectively prevented by the use of corrosion-resistant bars as reinforcing material. The reinforcement may also protrude partially from the material of the base plate according to an alternative embodiment of the invention and be used in addition to the stiffening and production of the strength of the plate for further purposes, for example, to a fixation of foundation formation or to a coupling with other identical prefabricated elements. As a corrosion-resistant material of the reinforcing bars, in particular a fiber-reinforced plastic material can be used, which in addition to the Corrosion resistance also has the advantage that due to the lower stiffness than, for example, metal deformation does not necessarily lead to destruction of the element, since the reinforcing bars themselves are relatively flexible. By the measure according to the invention, according to which the passage openings have a predefined adapted shape and / or size, the prefabricated element element is optimally suited for the various functions in the near field and underwater use: both for securing a dam by the dam material before a high water flushing for Example, is held securely in place, as well as to prevent the erosion of coasts by sand grains and sediments can be flushed through the openings with the flow, but larger rock is prevented from being washed away from the coast. At the non-perforated areas of the base plate of the prefabricated element element according to the invention, deposits such as purged sand and sediments can collect, so that it is not only suitable for effective erosion prevention and coastal protection, but also for sanding and for the formation of new Dams, coasts and the like.
Nach einer vorteilhaften Ausgestaltung der Erfindung ist das Fertigbauteil-Element mit einer Bewehrung aus einem faserverstärkten Kunststoff versehen, und die Grundplatte ist insbesondere aus einem gegossenen Betonmaterial gebildet. Die Stäbe der Bewehrung aus einem faserverstärkten Kunststoffmaterial, das zum Beispiel ein glasfaserverstärkter Kunststoff sein kann, können einfach beim Herstellen des Fertigbauteils in die Betonform eingesetzt werden und von Betonmaterial umgossen werden. Die Verwendung von beispielsweise glasfaserverstärktem Kunststoff hat den Vorteil, dass dieser ein relativ hohes Elastizitätsmodul im Vergleich zu Metallwerkstoffen aufweist. Die Bewehrungsstäbe müssen nicht vollständig im Betonmaterial eingebettet sein, da sie, auch wenn sie vorstehen oder Durchlassöffnungen der Grundplatte kreuzen, nicht anfällig für eine Korrosion im Wasser oder Salzwasser sind. Eine langfristige Haltbarkeit der Fertigbauteil-Elemente nach der Erfindung ist damit gewährleistet.According to an advantageous embodiment of the invention, the prefabricated element element is provided with a reinforcement made of a fiber-reinforced plastic, and the base plate is formed in particular from a cast concrete material. The bars of the reinforcement made of a fiber-reinforced plastic material, which may be a glass fiber reinforced plastic, for example, can be easily used in the manufacture of the prefabricated part in the concrete form and cast around concrete material. The use of, for example, glass fiber reinforced plastic has the advantage that it has a relatively high modulus of elasticity compared to metal materials. The reinforcing bars need not be completely embedded in the concrete material, as they are not susceptible to corrosion in the water or salt water, even if they protrude or intersect the passage openings of the base plate. A long-term durability of prefabricated elements according to the invention is thus ensured.
Nach einer weiteren vorteilhaften Ausgestaltung der Erfindung sind die Durchlassöffnungen des Fertigbauteil-Elements mit stab- oder gitterförmigen Rückhalteelementen verschlossen, welche eine vordefinierte Durchlassrasterung aufweisen. Damit kann je nach Einsatzgebiet die Durchlässigkeit für beispielsweise Gestein und Geröll an den Durchlassöffnungen variiert werden. Die Durchlassöffnungen selbst können relativ groß gebildet sein, um möglichst wenig Widerstand im Wasser zu bilden, da erfindungsgemäß mit Stäben oder einem gitterförmigen Element auch eine größere Öffnung auf eine gewünschte Durchlassgröße und ein bestimmtes Durchlassraster verschlossen werden kann. Die Verwendung von Stäben oder einem gitterförmigen Element hat ferner den Vorteil, dass insgesamt das Gewicht des Fertigbauteil-Elements relativ gering ist, so dass auch der Transport an weiter entfernt liegende Einbaustellen mit überschaubaren Kosten realisierbar ist.According to a further advantageous embodiment of the invention, the passage openings of the prefabricated element element are closed with rod or lattice-shaped retaining elements, which have a predefined Durchlassrasterung. Depending on the field of application, the permeability for, for example, rock and boulders at the openings can thus be varied. The passage openings themselves may be formed relatively large in order to form as little resistance in the water, since according to the invention with rods or a lattice-shaped element and a larger opening can be closed to a desired passage size and a specific passage grid. The use of bars or a lattice-shaped element also has the advantage that overall the weight of the prefabricated element element is relatively low, so that the transport to more remote installation sites can be realized at a manageable cost.
Nach einer weiteren vorteilhaften alternativen Ausgestaltung der Erfindung sind die Durchlassöffnungen der Grundplatte mit einem Netz versehen, welches eine vordefinierte Maschengröße aufweist. Auch hiermit kann beispielsweise der Rückhalt von größeren Steinen gewährleistet werden, wohingegen Wasser und kleinere Steine oder Sandkörner durch die Durchlassöffnungen hindurchgelangen können. Als Netz eignet sich jedes bekannte Netzmaterial aus Kunststoff, Metall oder natürlichen Werkstoffen. Das Netz kann in der Durchlassöffnung befestigt werden, beispielsweise indem es in dem Material der Grundplatte mit eingegossen wird. Das Netz kann jedoch alternativ auch auf der Außenseite der Grundplatte befestigt werden oder einfach beim Montieren des Elements an seinem Einsatzort mit eingebaut werden, beispielsweise durch einfaches Auflegen.According to a further advantageous alternative embodiment of the invention, the passage openings of the base plate are provided with a network which has a predefined mesh size. Hereby, for example, the retention of larger stones can be ensured, whereas water and smaller stones or grains of sand can pass through the passage openings. As a network, any known mesh material made of plastic, metal or natural materials is suitable. The net can be fixed in the passage opening, for example by being cast in the material of the base plate. Alternatively, however, the net may be fastened to the outside of the baseplate, or may simply be incorporated when mounting the element at its point of use, for example by simply laying it on.
Nach einer weiteren vorteilhaften Ausgestaltung der Erfindung sind die Durchlassöffnungen des Fertigbauteil-Elements im Wesentlichen über die gesamte Fläche der Grundplatte gleichmäßig verteilt angeordnet. Die gleichmäßige Anordnung auf der Fläche der Grundplatte hat den Vorteil, dass über das gesamte Element eine gute Wasserdurchlässigkeit gewährleistet ist. Die aus Stäben oder Gitterelementen aufgebaute Bewehrung mit korrosionsbeständigem Material kann sowohl in Quer- als auch in Längsrichtung in den Zwischenbereichen zwischen den Durchlassöffnungen vorgesehen sein, was wiederum die Steifigkeit des Elements und die Festigkeit und Robustheit zur Vermeidung von Beschädigungen im Einsatz liefert.According to a further advantageous embodiment of the invention, the passage openings of the prefabricated element element are arranged distributed uniformly over substantially the entire surface of the base plate. The uniform arrangement on the surface of the base plate has the advantage that over the entire element a good water permeability is ensured. The reinforcement of corrosion resistant material constructed of rods or grids may be provided in both the transverse and longitudinal directions in the intermediate regions between the ports, which in turn provides the rigidity of the element and strength and robustness to prevent damage in use.
Nach einer weiteren vorteilhaften Ausgestaltung der Erfindung ist eine Verankerung oder Halterung an dem Fertigbauteil-Element vorgesehen, mit welcher es an seinem Einbauort gesichert werden kann oder beispielsweise auch mit anderen Elementen gekoppelt werden kann. Die Verankerung kann von einem Rand der Grundplatte oder von einer Seitenfläche vorragen und beispielsweise in Form eines Halterings, eines Haltelappens, eines Halteseils oder ähnlichem realisiert sein. Wenn beispielsweise an den vier Ecken und in der Mitte des plattenförmigen Fertigbauteil-Elements jeweils eine Halterung vorhanden ist, kann das Element auch gut transportiert und befördert werden, beispielsweise durch einen Kran mit entsprechenden Seilen mit Einrastklinken.According to a further advantageous embodiment of the invention, an anchoring or support is provided on the prefabricated element element, with which it can be secured at its installation location or, for example, can be coupled with other elements. The anchoring may protrude from an edge of the base plate or from a side surface and be realized for example in the form of a retaining ring, a retaining tab, a tether or the like. For example, if The four corners and in the middle of the plate-shaped prefabricated element element each have a holder, the element can also be well transported and transported, for example by a crane with corresponding ropes with snap-in pawls.
Nach einer weiteren vorteilhaften Ausgestaltung der Erfindung ragen die Stäbe aus korrosionsbeständigem Material, welche die Bewehrung des Elements bilden, mindestens an einer Seite der Grundplatte vor, um selbst ein Verankerungs- und Haltemittel des Elements an seiner Einbaustelle beispielsweise im Wasser zu bilden. Die Stäbe erfüllen dann eine zweifache Funktion, und zwar neben der Herstellung der Steifigkeit und Robustheit des Elements eine Möglichkeit der sicheren Verankerung beispielsweise in angrenzendem Erdreich oder in dem Boden bei horizontaler Aufstellung des Elements, beispielsweise am Meeresgrund. Da die Stäbe der Bewehrung aus einem korrosionsbeständigen Material bestehen, besteht keine Gefahr einer frühzeitigen Beschädigung und damit Zerstörung des Elements. Außerdem hat dieses Merkmal den Vorteil, dass bei der Herstellung, beispielsweise beim Gießen des Grundkörpers, die Bewehrung seitlich an der Form gut fixiert werden kann, so dass sich die Bewehrungsstäbe möglichst genau in der Mitte der Dicke der Grundplatte befinden. Daher sind keine zusätzlichen Fixiermittel für die Bewehrung beim Herstellen des aus Beton gegossenen Fertigbauteil-Elements erforderlich.According to a further advantageous embodiment of the invention, the rods of corrosion-resistant material, which form the reinforcement of the element protrude at least on one side of the base plate in order to form an anchoring and holding means of the element at its installation point, for example, in the water itself. The bars then perform a dual function, in addition to the preparation of the rigidity and robustness of the element a way of secure anchoring, for example, in adjacent soil or in the ground with horizontal placement of the element, for example on the seabed. Since the bars of the reinforcement consist of a corrosion-resistant material, there is no risk of premature damage and thus destruction of the element. In addition, this feature has the advantage that in the production, for example, when casting the body, the reinforcement can be fixed well on the side of the mold, so that the reinforcing bars are as closely as possible in the middle of the thickness of the base plate. Therefore, no additional fixation means are required for the manufacture of the precast concrete element cast from concrete.
Nach einer weiteren vorteilhaften Ausgestaltung der Erfindung ist eine Verankerung oder Halterung vorgesehen, welche relativ zu der Grundplatte beweglich montiert ist. Eine solche bewegliche Verankerung, die beispielsweise in Form eines stabförmigen Elements oder in Form eines Drahtseils realisiert sein kann, hat den Vorteil, dass keine starren, vorragenden Elemente vorhanden sind und dass sich das Fertigbauteil-Element an seiner Einbaustelle den jeweiligen Gegebenheiten gut anpassen kann - auch bei Veränderungen des Untergrunds. Nach einem diesbezüglichen weiteren Aspekt der Erfindung weist das Fertigbauteil-Element ein stabförmiges Element als Halterung auf, welches senkrecht von einer Seitenfläche vorragt und gegebenenfalls über Sicherungsseile an seinem freien Ende mit den Seitenrändern des Grundkörpers verbunden ist. Auf diese Art und Weise wird eine Art dreieckiges oder gar pyramidenförmiges Element gebildet, welches sowohl als stehendes Element an einem Schräghang mit Abstützung an dem stabförmigen Element als auch flach auf einer Uferböschung montiert werden kann, wobei in letzterem Fall das stabförmige Element und die Drahtseile in dem Erdreich des Deichs oder Ufers eingegraben werden. Die Einsatzmöglichkeiten und die sichere Fixierung des relativ einfach aufgebauten Schutzelements nach der Erfindung sind damit stark vergrößert.According to a further advantageous embodiment of the invention, an anchor or holder is provided, which is mounted movable relative to the base plate. Such a movable anchorage, which may be realized for example in the form of a rod-shaped element or in the form of a wire rope, has the advantage that no rigid, protruding elements are present and that the prefabricated element element can adapt well to the respective conditions at its installation site - also with changes of the underground. According to a related further aspect of the invention, the prefabricated element element has a rod-shaped element as a holder, which protrudes perpendicularly from a side surface and is optionally connected via safety ropes at its free end to the side edges of the base body. In this way, a kind of triangular or even pyramid-shaped element is formed, which can be mounted both as a stationary element on a slope with support on the rod-shaped element and flat on a bank embankment, in the latter case, the rod-shaped element and the wire ropes in buried in the soil of the dike or shore. The application possibilities and the secure fixation of the Relatively simple constructed protective element according to the invention are thus greatly increased.
Nach einer weiteren vorteilhaften Ausgestaltung der Erfindung ist eine netzartige Matte zur Verankerung des Elements im Boden vorgesehen. Die Matte kann mindestens teilweise in dem Material der Grundplatte mit eingegossen sein und dadurch eingebettet sein. Die netzartige Matte steht entweder an einer Seitenfläche oder einem Rand der Grundplatte vor und kann beispielsweise in dem angrenzenden Erdreich oder unter Steinen fixiert werden und somit einer sicheren Fixierung in ihrer Einbaulage dienen.According to a further advantageous embodiment of the invention, a net-like mat is provided for anchoring the element in the ground. The mat may be at least partially embedded in the material of the base plate and thereby embedded. The net-like mat is either on a side surface or an edge of the base plate and can be fixed, for example in the adjacent soil or under stones and thus serve a secure fixation in its installed position.
Nach einer weiteren vorteilhaften Ausgestaltung der Erfindung variieren die Größe und/oder die Anzahl von Durchlassöffnungen über die Höhe der Grundplatte des Elements. Mit dieser Maßnahme können an ein und demselben Element Bereiche unterschiedlicher Durchlässigkeit sowohl für den Durchlass von Wasser als auch den Durchlass bzw. Rückhalt von Steinen, Geröll und ähnlichem gebildet werden. Dies hat besonders den Vorteil, dass bei einer Erosionsvermeidungsanwendung das senkrecht am Boden des Gewässers stehende Fertigbauteil-Element beispielsweise im unteren Bereich größere Durchlassöffnungen aufweisen kann und im oberen Bereich kleinere Durchlassöffnungen, um die leichteren, kleineren Sedimentbestandteile auch im oberen Bereich einfangen zu können, wohingegen im unteren Bereich nur im Wesentlichen größeres Geröll zum Schutz und zur Sicherung der Küste eingefangen werden kann.According to a further advantageous embodiment of the invention, the size and / or the number of passage openings vary over the height of the base plate of the element. With this measure, areas of different permeability can be formed on one and the same element both for the passage of water and the passage or retention of stones, boulders and the like. This has the particular advantage that, in an erosion prevention application, the prefabricated component element standing vertically at the bottom of the water body can have larger passage openings in the lower area and smaller passage openings in the upper area in order to be able to trap the lighter, smaller sediment components in the upper area as well in the lower area only substantially larger boulders can be captured to protect and secure the coast.
Nach einer weiteren vorteilhaften Ausgestaltung der Erfindung sind an der Grundplatte des Fertigbauteil-Elements Seile vorgesehen, die in dem Material eingebettet sind oder an der Platte befestigt sind. Die Seile haben den Vorteil, dass eine bewegbare und flexible Befestigung der Elemente an ihrer Einbaustelle möglich ist. Auch eine Kopplung von mehreren Fertigbauteil-Elementen ist mit dieser Maßnahme leicht durchführbar ohne die Notwendigkeit von weiteren starren Bauelementen, wie Stützen oder Träger. Die Seile können aus jedem beliebigen Material bestehen und beispielsweise als Hanfseile oder als Kunststoffseile realisiert sein.According to a further advantageous embodiment of the invention, ropes are provided on the base plate of the finished component element, which are embedded in the material or attached to the plate. The ropes have the advantage that a movable and flexible attachment of the elements is possible at their installation point. Also, a coupling of multiple prefabricated elements is easily feasible with this measure without the need for other rigid components, such as supports or carriers. The ropes can be made of any material and be realized for example as hemp ropes or plastic ropes.
Die Erfindung betrifft ebenso ein Modul zur Erosionsvermeidung in küstennahen Bereichen von Gewässern, mit welchem auch eine Landgewinnung und Aufsandung ermöglicht wird. Das erfindungsgemäße Modul zur Erosionsvermeidung weist einen Sedimentsammelraum und mindestens zwei plattenförmige Elemente auf, wobei es dadurch gekennzeichnet ist, dass die plattenförmigen Elemente Durchlassöffnungen aufweisen und Fertigbauteil-Elemente nach einem der Ansprüche 1 bis 15 sind, wobei zusätzlich Kopplungsmittel zum Verbinden der beiden Fertigbauteil-Elemente vorgesehen sind. Als Kopplungselemente können zwischen den jeweils zwei miteinander gekoppelten Grundkörpern gespannte Seile, kreuzförmig oder anders angeordnete Stäbe oder Balken eingesetzt werden. Die Kopplung von jeweils zwei identischen plattenförmigen Fertigbauteil-Elementen hat den Vorteil, dass ein stehendes, kastenartiges Modul mit einfachen Mitteln bereitgestellt wird, welches für Wasser relativ gut durchlässig ist, jedoch für Gestein, Geröll und Sedimente in der gewünschten Maßgabe einen Rückhalt bildet, so dass die Küsten vor einer übermäßigen Erosion geschützt werden können. Im Sedimentsammelraum können schon beim erstmaligen Aufstellen des Moduls Steine eingefüllt werden, um das Modul an Ort und Stelle zu befestigen. Die nach der Erfindung zu einem Erosionsvermeidungsmodul gekoppelten plattenförmigen Fertigbauteil-Elemente können gleich aufgebaut sein. Alternativ können sie jedoch auch unterschiedlich aufgebaut sein und beispielsweise eines mit größeren Durchlassöffnungen und eines mit kleineren Durchlassöffnungen bzw. Durchlassrastem in Form eines Gitters, eines Netzes oder ähnlichem versehen sein. Die Variationsmöglichkeiten sind groß und erlauben eine optimale Anpassung des Moduls an jeweilige örtliche Gegebenheiten, wie Größe von Steinen, Stärke der Strömung und ähnliches.The invention also relates to a module for erosion prevention in coastal areas of waters, with which a land reclamation and landing is made possible. The erosion prevention module according to the invention has a sediment collecting space and at least two plate-shaped elements, wherein it is characterized in that the plate-shaped elements have passage openings and prefabricated elements according to one of
Nach einem weiteren Aspekt der Erfindung weisen die Durchlassöffnungen der plattenförmigen Fertigbauteil-Elemente im Wesentlichen rechteckige Durchlassöffnungen auf. Die rechteckige oder quadratische Form hat den Vorteil, dass recht großflächige Durchlässe in der ebenfalls rechteckigen oder quadratischen Grundplatte gebildet werden können, die im Bedarfsfall mit entsprechenden Maßnahmen, wie mit einem Netz, einem Gitter oder mit Stäben, auf eine gewünschte Durchlassrastergröße reduziert werden können. Nach einem diesbezüglichen Aspekt der Erfindung macht die Fläche der Durchlassöffnungen in etwa mehr als 60 % der gesamten Flächenausdehnung der Grundplatte aus. Damit wird ein sehr geringer Widerstand gegenüber Wasser durch das Element erzeugt - was einen guten Halt als Dammelement bedeutet -, wohingegen ein effektiver Rückhalt von Gestein, Sand oder Sedimenten ermöglicht wird. Außerdem ist hierdurch das Gesamtgewicht des Elements und damit gebildeter Erosionssicherungsmodule nach der Erfindung weiter reduziert, was besonders für den Transport und die Kosten für das Material zur Herstellung von Vorteil ist. Das Modul kann nach der Erfindung auch gut mit anderen solchen Modulen gekoppelt werden, beispielsweise durch aufeinandergestapelte Module oder durch eine Reihenanordnung von mehreren Modulen.According to a further aspect of the invention, the passage openings of the plate-shaped prefabricated component elements have substantially rectangular passage openings. The rectangular or square shape has the advantage that quite large passages can be formed in the likewise rectangular or square base plate, which can be reduced to a desired passage grid size if necessary with appropriate measures, such as with a network, a grid or with bars. In one aspect of the invention, the area of the ports is approximately more than 60% of the total surface area of the base plate. Thus, a very low resistance to water is generated by the element - which means a good stop as a dam element -, whereas an effective retention of rock, sand or sediment is made possible. In addition, this further reduces the total weight of the element and the erosion protection modules according to the invention thus formed, which is particularly advantageous for the transport and the costs of the material for the production. The module according to the invention also works well with other such modules be coupled, for example, by stacked modules or by a series arrangement of several modules.
Die Erfindung wird nachfolgend mehr im Detail beschrieben werden unter Bezugnahme auf die beigefügte Zeichnung, in welcher mehrere mögliche Ausführungsbeispiele dargestellt sind. In der Zeichnung zeigen:
- Fig. 1
- eine Draufsicht eines ersten Ausführungsbeispiels eines erfindungsgemäßen Küstenschutz-Fertigbauteil-Elements mit zwölf Durchlassöffnungen;
- Fig. 2
- eine perspektivische Detailansicht mit Aufriss eines zweiten Ausführungsbeispiels eines erfindungsgemäßen Küstenschutz-Fertigbauteil- Elements mit zwei horizontalen und drei vertikalen Stäben zwischen den Durchlassöffnungen als Bewehrung;
- Fig. 3
- eine schematische teilweise Ansicht mit Aufriss eines dritten Ausführungsbeispiels eines erfindungsgemäßen Küstenschutz-Fertigbauteil- Elements mit vertikal verlaufenden Stäben im Bereich der Durchlassöffnungen;
- Fig. 4
- eine schematische Ansicht eines ersten Anwendungsbeispiels der erfindungsgemäßen Fertigbauteil-Elemente zur Dammsicherung in zwei weiteren Ausführungsformen mit jeweils neun Durchlassöffnungen;
- Fig. 5
- eine schematische Ansicht eines weiteren Ausführungsbeispiels eines erfindungsgemäßen Fertigbauteil-Elements mit stabförmiger Verankerung im Anwendungsbeispiel als eine Dammsicherung;
- Fig. 6
- eine schematische Ansicht eines weiteren Ausführungsbeispiels des Fertigbauteil- Elements mit stabförmiger Verankerung in einem Anwendungsfall als Erosionsschutz unter Wasser an einer abfallenden Küste; und
- Fig. 7
- eine schematische Ansicht eines Ausführungsbeispiels eines erfindungsgemäßen Erosionsschutz-Moduls bestehend aus zwei miteinander gekoppelten Fertigbauteil-Elementen im Anwendungsfall unter Wasser vor einer Küste.
- Fig. 1
- a plan view of a first embodiment of a coastal protection prefabricated element element according to the invention with twelve passage openings;
- Fig. 2
- a detailed perspective view with elevation of a second embodiment of a coastal protection Fertigbauteil- element according to the invention with two horizontal and three vertical bars between the passage openings as a reinforcement;
- Fig. 3
- a schematic partial elevational view of a third embodiment of a coastal protection Fertigbauteil- element according to the invention with vertically extending bars in the region of the passage openings;
- Fig. 4
- a schematic view of a first application example of the prefabricated structural elements according to the invention for dam protection in two further embodiments, each with nine passage openings;
- Fig. 5
- a schematic view of another embodiment of a prefabricated element element according to the invention with rod-shaped anchoring in the application example as a dam protection;
- Fig. 6
- a schematic view of another embodiment of the Fertigbauteil- element with rod-shaped anchoring in an application as erosion protection under water on a sloping coast; and
- Fig. 7
- a schematic view of an embodiment of an erosion protection module according to the invention consisting of two coupled prefabricated elements in the case of application under water off a coast.
Die
Das Fertigbauteil-Element 10 nach diesem Ausführungsbeispiel ist des Weiteren in seiner Mitte mit einer Verankerung 3 ausgestattet, die hier in Form eines in das Material der Grundplatte 1 eingegossenen Befestigungsrings dargestellt ist. Die Verankerung 3 kann jedoch auch jedes andere Element aufweisen, welches eine Halterung und Verankerung der Grundplatte 1 an ihrem Einbauort ermöglicht. An den vier Ecken der Grundplatte 1 sind halbkreisförmig vorragende Haken 3 vorhanden, welche einerseits einem Transport, beispielsweise über einen Kran mit Zugseil, dienen und zum anderen ebenso wie die Verankerung 3 für eine Fixierung an Ort und Stelle dienen können. Die Haken 3 können auch dazu dienen, mehrere nebeneinander beispielsweise auf einem Wall angeordnete Fertigbauteil-Elemente 10 aneinander zu befestigen, beispielsweise über Kunststoffseile oder Klammerelemente. Bei dem in der
Die Fläche der Durchlassöffnungen 2 kann vorzugsweise nach der Erfindung mehr als 60 % der Gesamtfläche der Grundplatte 1 ausmachen, wodurch ein hoher Durchsatz ermöglicht wird und die Grundplatte 1 an Ort und Stelle verbleibt, selbst wenn sie beispielsweise auf einem steilen Damm zur Dammsicherung fixiert ist, welcher einem starken Wellengang ausgesetzt ist. Die Durchlassöffnungen 2 sind hier allesamt mit einem Netz 9 verschlossen, wobei in den beiden unteren Reihen der Durchlassöffnungen 2 ein Netz 9 mit größeren Maschen als in der obersten Reihe der Durchlassöffnungen 2 vorgesehen ist. Durch unterschiedliche Netze kann so der Rückhalt von Sand, Gestein oder Sedimenten gezielt gesteuert werden, indem beispielsweise im unteren Bereich auch größere Elemente durchgelassen werden, während im oberen Bereich auch kleinere Steine und ähnliches von dem Fertigbauteil-Element wirksam zurückgehalten werden können. Durch die Variation der Rasterung bzw. Maschengröße des Netzes 9 können so gezielt je nach Bedarf die verschiedenen Durchlassbereiche mit überraschend einfachen Mitteln definiert werden. Gleiches kann auch durch eine unterschiedliche Größe der Durchlassöffnungen 2 selbst erfindungsgemäß erreicht werden, wie die in der mittleren Reihe hier größeren Durchlassöffnungen 2. Wenn beispielsweise die Durchlassöffnungen 2 relativ kleine Öffnungen wie Mikrolöcher sind, kann über deren Anzahl pro Flächeneinheit die Durchlässigkeit für Wasser und die Rückhaltmöglichkeit für Geröll, Gestein oder Sedimente je nach Bedarf an verschiedenen Stellen ein und desselben Fertigbauteil-Elements gesteuert werden. In letzterem Fall ist ein Netz 9 nicht unbedingt erforderlich, da dann die Größe der Durchlassöffnungen selbst ein Rückhaltemittel für Bodenelemente oder Meeresgrundelemente (Sedimente) bilden kann.The area of the
Nach der Erfindung sind die Stäbe 5 der Bewehrung 4 insbesondere aus einem faserverstärkten Kunststoff, wie einem glasfaserverstärkten Kunststoff, geformt. Die Stäbe sind damit unanfällig gegenüber Beschädigung und Korrosion und gewährleisten dadurch einen langfristigen Halt des Fertigbauteil-Elements auch unter Wasser. Zudem haben aus glasfaserverstärktem Kunststoff gebildete Bewehrungsstäbe 5 den Vorteil, dass sie ein relativ hohes Elastizitätsmodul beispielsweise im Vergleich zu Stahl aufweisen und somit eine Beschädigung der in der Regel aus Betonmaterial hergestellten Grundplatte 1 auch bei starker Beanspruchung und etwaiger Verbiegung der Grundplatte 1 verhindern. Die Stäbe 5 sind insbesondere als unter dem Markenzeichen COMBAR® von der Fa. Schöck Bauteile GmbH, Baden-Baden hergestellte Kunststoffbewehrungsstäbe realisiert. Sie besitzen eine besondere Oberflächenrippung, welche einen guten Halt im Betonmaterial der Grundplatte 1 gewährleistet. Sie können in der Größenordnung von 6 mm bis 12 mm, vorzugsweise 8 mm Durchmesser verwendet werden und als Stabmaterial oder als fertiges Gittermaterial in die Form zum Herstellen der Grundplatte 1 vor dem Gießen des Betons eingesetzt werden. Die genannten Kunststoffbewehrungsstäbe aus einem glasfaserverstärkten Kunststoff sind über ein besonderes Strangziehverfahren hergestellte Bewehrungsstäbe, so dass sie in Längsrichtung ausgerichtete Verstärkungsfasern aufweisen, die vollständig in einem Harz eingebettet sind. Die Profilierung der Oberflächenrippung der Stäbe 5 kann eine schraubenförmige Profilierung sein oder eine zahnartige, unterbrochene Oberflächenrippung.According to the invention, the
Die
Die
Neben den Stäben 5 in den Durchlassöffnungen kann als weiteres fakultatives Mittel zum Verschließen der Durchlassöffnungen 2 ein engmaschigeres Netz vorgesehen werden (in der
In der
Bei dem rechten Beispiel eines Fertigbauteil-Elements 10 nach der
Nach einer hier nicht dargestellten alternativen Ausgestaltung der Erfindung können die Durchlassöffnungen 2 auch ohne ein Netzmaterial vorgesehen sein und weisen dann beispielsweise einen kleineren Durchmesser auf. Die Durchlassöffnungen 2 können wie in diesem Beispiel nach der
In den
Bei dem Ausführungsbeispiel nach der
In der
In der schematischen Seitenansicht nach der
Claims (17)
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP20090012166 EP2302135B1 (en) | 2009-09-24 | 2009-09-24 | Prefabricated component element for underwater installation and module for reducing coastal erosion |
DK09012166T DK2302135T3 (en) | 2009-09-24 | 2009-09-24 | Plate structural element for use in underwater areas and module for preventing erosion in coastal areas |
PCT/EP2010/005394 WO2011035850A2 (en) | 2009-09-24 | 2010-09-02 | Prefabricated element for underwater installation and module for preventing the erosion of coasts |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP20090012166 EP2302135B1 (en) | 2009-09-24 | 2009-09-24 | Prefabricated component element for underwater installation and module for reducing coastal erosion |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2302135A1 true EP2302135A1 (en) | 2011-03-30 |
EP2302135B1 EP2302135B1 (en) | 2013-09-11 |
Family
ID=41669701
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP20090012166 Not-in-force EP2302135B1 (en) | 2009-09-24 | 2009-09-24 | Prefabricated component element for underwater installation and module for reducing coastal erosion |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP2302135B1 (en) |
DK (1) | DK2302135T3 (en) |
WO (1) | WO2011035850A2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2484650A1 (en) * | 2011-02-04 | 2012-08-08 | Egis Eau | Structure including a plurality of blocks of non-reinforced fibrous, shell-containing concrete and method for manufacturing such a structure |
Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR968989A (en) | 1948-07-06 | 1950-12-11 | Sarl Machinagglo | Coating of embankments and banks of canals and watercourses |
GB904514A (en) | 1960-05-16 | 1962-08-29 | Ca Nat Research Council | Breakwater structures |
US3280569A (en) | 1964-02-11 | 1966-10-25 | Permagroin Company Inc | Groin |
US3886751A (en) * | 1973-11-12 | 1975-06-03 | Jimenez Labora Mauricio Porraz | Aquatic construction module and method of forming thereof |
DE3200184A1 (en) * | 1982-01-07 | 1983-07-14 | Heinz 2120 Lüneburg Krebber | Assembled hinged concrete slabs made up of small elements |
DE4319952A1 (en) * | 1993-06-16 | 1994-12-22 | Emil Leonhardt Kg | Method and device for manufacturing concrete grid panels with reinforcement insert |
WO2001046524A1 (en) * | 1999-12-22 | 2001-06-28 | Schneider Thomas W | Interlocking erosion control block with integral mold |
US20020168228A1 (en) * | 2001-05-10 | 2002-11-14 | Benedict Charles E. | Permanent and semi-permanent groyne structures and method for shoreline and land mass reclamation |
US6508607B1 (en) * | 2000-12-21 | 2003-01-21 | Lee A. Smith | Erosion control block adapted for use with cellular concrete mattresses |
US20030017000A1 (en) * | 2001-07-19 | 2003-01-23 | Jansson Jan Erik | Assembly of revetments with crush-absorbing ribs |
-
2009
- 2009-09-24 EP EP20090012166 patent/EP2302135B1/en not_active Not-in-force
- 2009-09-24 DK DK09012166T patent/DK2302135T3/en active
-
2010
- 2010-09-02 WO PCT/EP2010/005394 patent/WO2011035850A2/en active Application Filing
Patent Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR968989A (en) | 1948-07-06 | 1950-12-11 | Sarl Machinagglo | Coating of embankments and banks of canals and watercourses |
GB904514A (en) | 1960-05-16 | 1962-08-29 | Ca Nat Research Council | Breakwater structures |
US3280569A (en) | 1964-02-11 | 1966-10-25 | Permagroin Company Inc | Groin |
US3886751A (en) * | 1973-11-12 | 1975-06-03 | Jimenez Labora Mauricio Porraz | Aquatic construction module and method of forming thereof |
DE3200184A1 (en) * | 1982-01-07 | 1983-07-14 | Heinz 2120 Lüneburg Krebber | Assembled hinged concrete slabs made up of small elements |
DE4319952A1 (en) * | 1993-06-16 | 1994-12-22 | Emil Leonhardt Kg | Method and device for manufacturing concrete grid panels with reinforcement insert |
WO2001046524A1 (en) * | 1999-12-22 | 2001-06-28 | Schneider Thomas W | Interlocking erosion control block with integral mold |
US6508607B1 (en) * | 2000-12-21 | 2003-01-21 | Lee A. Smith | Erosion control block adapted for use with cellular concrete mattresses |
US20020168228A1 (en) * | 2001-05-10 | 2002-11-14 | Benedict Charles E. | Permanent and semi-permanent groyne structures and method for shoreline and land mass reclamation |
US20030017000A1 (en) * | 2001-07-19 | 2003-01-23 | Jansson Jan Erik | Assembly of revetments with crush-absorbing ribs |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2484650A1 (en) * | 2011-02-04 | 2012-08-08 | Egis Eau | Structure including a plurality of blocks of non-reinforced fibrous, shell-containing concrete and method for manufacturing such a structure |
Also Published As
Publication number | Publication date |
---|---|
WO2011035850A3 (en) | 2011-06-23 |
EP2302135B1 (en) | 2013-09-11 |
DK2302135T3 (en) | 2013-12-09 |
WO2011035850A2 (en) | 2011-03-31 |
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