EP1911901A2 - Paroi de séparation - Google Patents
Paroi de séparation Download PDFInfo
- Publication number
- EP1911901A2 EP1911901A2 EP07018453A EP07018453A EP1911901A2 EP 1911901 A2 EP1911901 A2 EP 1911901A2 EP 07018453 A EP07018453 A EP 07018453A EP 07018453 A EP07018453 A EP 07018453A EP 1911901 A2 EP1911901 A2 EP 1911901A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- partition
- filling
- grid
- brackets
- partition according
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 239000000463 material Substances 0.000 claims abstract description 32
- 238000005192 partition Methods 0.000 claims description 44
- 238000010276 construction Methods 0.000 claims description 9
- 239000013590 bulk material Substances 0.000 claims description 5
- 239000007787 solid Substances 0.000 claims description 5
- 239000000969 carrier Substances 0.000 abstract description 20
- 239000004575 stone Substances 0.000 abstract description 11
- 239000011343 solid material Substances 0.000 abstract description 4
- 239000004576 sand Substances 0.000 abstract description 2
- 239000012634 fragment Substances 0.000 abstract 1
- 239000008187 granular material Substances 0.000 abstract 1
- -1 gravel Substances 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 34
- 239000010959 steel Substances 0.000 description 34
- 125000006850 spacer group Chemical group 0.000 description 10
- 239000004567 concrete Substances 0.000 description 6
- 239000002184 metal Substances 0.000 description 6
- 239000010935 stainless steel Substances 0.000 description 5
- 229910001220 stainless steel Inorganic materials 0.000 description 5
- 229910001335 Galvanized steel Inorganic materials 0.000 description 4
- 239000008397 galvanized steel Substances 0.000 description 4
- 239000004033 plastic Substances 0.000 description 4
- 229920003023 plastic Polymers 0.000 description 4
- 239000002689 soil Substances 0.000 description 4
- 239000002023 wood Substances 0.000 description 4
- 238000005260 corrosion Methods 0.000 description 3
- 230000007797 corrosion Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000003068 static effect Effects 0.000 description 3
- 239000004744 fabric Substances 0.000 description 2
- 239000011521 glass Substances 0.000 description 2
- 230000003287 optical effect Effects 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000003086 colorant Substances 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000005246 galvanizing Methods 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000002932 luster Substances 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 239000000049 pigment Substances 0.000 description 1
- 239000011253 protective coating Substances 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000003746 surface roughness Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F8/00—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
- E01F8/02—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic specially adapted for sustaining vegetation or for accommodating plants ; Embankment-type or crib-type noise barriers; Retaining walls specially adapted to absorb or reflect noise
- E01F8/021—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic specially adapted for sustaining vegetation or for accommodating plants ; Embankment-type or crib-type noise barriers; Retaining walls specially adapted to absorb or reflect noise with integral support structure
- E01F8/025—Gabion-type
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements
Definitions
- the invention relates to a partition of at least one module two vertically oriented carriers and two attached between the carriers side panels to form a filling volume.
- box-shaped boxes called gabions, made of wide-meshed steel mesh which are filled with rubble stones and serve as screens or retaining walls. Due to the wide-meshed nature of the steel mesh filling is possible only with relatively large stones.
- the boxes have no foundation, so that they have to be sufficiently stable by their own weight, usually have a width of at least 50 cm. This has the disadvantage that they can hardly be used, for example, as fencing for a residential property, especially in densely populated areas.
- each a grid mat is firmly bolted with known from the grid mesh fencing steel posts to form a cavity for receiving the filling. Due to the mechanical stability of the posts a narrow spatial extent in height and length is given. When filling with filler of small grain size, the use of an additional, close-meshed grid is proposed.
- the invention is based on the object to provide a statically designed for high loads partition for receiving solid, preferably pourable materials that can be used versatile on the one hand, and on the other hand easily and inexpensively.
- the structure should be adaptable in its dimensions to the local conditions, in particular its width should also be narrow, e.g. be executable in a width of 10 cm.
- the clear width of the filling volume of a partition wall should be optimized. It should be filled with different solid materials of different size or grain size.
- the field of application should include the use as a screen, fencing, retaining wall at Abböschept, foreclosure between terraced houses, border of carports or the like.
- a dividing wall is designed as a modular construction with at least one module consisting of two vertically oriented carriers and two side parts mounted between the carriers to form a filling volume which is at least partially filled with solid filling material, in each case on both carriers at opposite receiving surfaces an end-side portion of a side part is attached, wherein the receiving surfaces and end portions fixed by bracing the end-side areas against each other and the nature of the side parts are adapted to the properties of the filling material.
- the carriers can be formed in a manner known per se and adapted to the static conditions on site.
- the carriers can be formed in a manner known per se and adapted to the static conditions on site.
- such supports may be made of different materials, such as stainless steel, steel that may be protected against corrosion by galvanizing, paint, or the like, or natural materials such as stone and engineering stone-like materials such as concrete and the like. the latter being able to be reinforced, and combinations thereof.
- the side parts can be designed to form the filling volume.
- the side panels can be closed.
- grids or fabrics can be used that can be made of wood, plastic, natural materials or metal depending on the expected load.
- metal mesh such as spot welded mesh or steel mesh. These can be protected against corrosion, for example painted, passivated or provided with a protective coating or consist of corrosion-resistant material such as stainless steel. Galvanized steel meshes have proved to be particularly advantageous.
- Solid materials such as sand, gravel, quarry stones and the like, as well as earth, which can, for example, carry a fouling, may preferably serve as filling material.
- color pigments can serve, it can be different colored Beds from appropriate minerals are used.
- the partitions corresponding filling materials can be selected.
- the filling volume is completely filled according to the invention. In order to adapt to the installation situation and to achieve optical effects, the filling space may also be partially filled.
- the attachment of the end-side regions to the outermost abutment surfaces of the carriers used is therefore advantageous for the largest possible width of the filling volume.
- the end-side portions of two gratings are attached to a double-T carrier on the opposite sides.
- the open and the closed side of the carrier can serve as a contact surface.
- suitable means for clamping all facilities that are able to maintain the train of the side parts under load while maintaining the filling material by maintaining a predetermined width.
- brackets can be used to clamp the two side parts against the carrier. These may be formed in one piece and at least in each case encompass a grid bar of an end region of a grid or a corresponding recess a closed side part outside the filling volume. In this case, these brackets can be prefabricated and pre-bent of metal, for example of rod or strip material, so that they are bent on site in the state of tension or brought without further bending by approximating the side parts in the unfilled filling volume in mounting position.
- a further embodiment of a means for clamping the two side parts can be formed by two clamps, wherein in each case a clamp attached to at least two bars of the two grids on the opposite side of the filling volume of the grid and through the filling volume with a means for clamping the two brackets connected is.
- the means for clamping can be a screw introduced into the clamp, which finds its counter bearing in a nut arranged or attached to the other clamp.
- the screw connection can also be formed by a threaded pin, which is screwed into the brackets introduced internal thread. It is understood that any combination of these possibilities can be interlinked. Even constructions, such as those used in formwork construction of the concrete construction trade, can be used.
- brackets or similar bracing means can be used to avoid bulging under load of the filling material in other areas of the side parts to a predetermined spacing of these.
- the partition of the invention comprises the use of one or more modules of the type described in more detail above, these modules can be strung together and only two side panels and a carrier are necessary to expand a partition.
- the middle carrier serve as a receptacle for two grids of each module.
- attachments can be provided on at least one module, which have functions that expand the usability of the partition.
- seating, roof projections, brackets and the like may be provided.
- functional units such as seating, shelters and the like can be designed.
- Be particularly advantageous elements made of metal have proven that attached to the two supports, for example, screwed, braced and / or mounted, as a support for constructions with other materials such as wood, glass and / or plastics in a similar designed as for example embossed shape serve. In this way, for example, seating with steel cheeks and wood pads can be displayed.
- roofing metal wood or plastic profiles can be attached to the partition wall, preferably on the support and be covered with appropriate roofing materials such as plates made of glass, plastic or sheets, bricks, or other roofing materials. It is understood that further attachments such as garbage containers, stop or signboards, lighting fixtures and the like are also included in the inventive idea.
- Figure 1 shows schematically a front view and Figure 3 shows a cross section of a preferred embodiment of a module 1 of a partition wall according to the invention with two vertically oriented carriers 2a, 2b, where two side parts, designed as steel grid mats 5a, 5b are arranged, of which in Figure 1, only the front steel grid mat 5a is visible.
- the carriers 2a, 2b receive the steel lattice mats 5a, 5b by bracing against the carriers 2a, 2b by means 6, not shown in FIG. 1 and only indicated in FIG. 3, as shown for example in FIGS. 5 and 6 as brackets become.
- the fixing takes place by means of a frictional connection on the carriers, which depends on the surface roughness of the carriers and the end regions of the steel mesh mats with which the carrier comes into contact.
- the mating surfaces between steel grid mats and beams may also include projections or tabs which may additionally have forces for holding or fixing the parts together.
- the means 6 are mounted according to the required strength of the frictional connection in the necessary number. To prevent bulging of the steel lattice mats 5a, 5b, the number of necessary means 6 or differently configured means 6a between the two end-side regions along the extension of the steel lattice mats 5a, 5b distributed over the steel grid surfaces to secure a defined distance of these.
- the supports 2a, 2b can be formed from materials necessary for the necessary stability, it can be seen from FIG. 3 that the support 2a consists of solid material, for example a reinforced concrete pillar, which can be clad with natural stones, and the support 2b is a double T. Carrier is.
- the beams 2a, 2b each have a support part 3a, 3b, to which the steel mesh mats 5a, 5b are accommodated, and a foundation part 4a, 4b, which is grounded or anchored in the ground.
- the grid spacing of steel grid mats can be adapted to the grain of the filling material. It is preferably 2.5 cm. In this way can be dispensed with costly and assembly-consuming intermediate grid.
- the steel mesh mats 5a, 5b preferably have a format between 1 to 5 meters high and up to 5 meters, preferably 2.5 meters wide.
- the supports 2a, 2b preferably have a height of 1.5 to 6 meters and, for example, a cross section of 10x10 cm or 10x15 cm.
- Figure 2 shows schematically a front view and Figure 4 shows a cross section through a partition 100 with two juxtaposed modules 1 (Figure).
- Figure 4 shows a cross section through a partition 100 with two juxtaposed modules 1 ( Figure).
- Figure 2 shows schematically a front view and Figure 4 shows a cross section through a partition 100 with two juxtaposed modules 1 ( Figure).
- Figure 2 shows schematically a front view and Figure 4 shows a cross section through a partition 100 with two juxtaposed modules 1 ( Figure).
- Figure 4 shows a cross section through a partition 100 with two juxtaposed modules 1 ( Figure).
- Figure 2a, 2b, 2c are necessary, which can be brought to almost any length by further cultivation of modules.
- supports 2c it may be advantageous to use supports 2c in a design whose width allows the steel mesh mats 5a, 5b to be impacted, if necessary while maintaining a desired spacing.
- the carrier is to be kept small with respect to its width, two steel lattice mats 5a or 5b following one another
- the formed filling volume of the individual modules can be completely or partially filled with filling material 7a.
- the individual modules - a free-standing module 1 according to Figures 1 and 3 - are designed to be free or identical in shape and color of the filling.
- the nature of the side panels can be varied over the individual modules.
- a coarser grid can be used than in a subsequent module with finer grain size, or the color, such as the type of the metallic luster or the metal surface, can be adapted to the character of the filling which differs from module to module.
- modules 1 of FIGS. 1 and 3 can not only be combined in line with dividing walls 100. Rather, diverse, angled and adapted to the course of the terrain forms of partitions can be advantageous. In a corresponding embodiment of a carrier and partitions are conceivable in which emanating from a carrier, three or more modules. On slopes, it may be advantageous to adapt the side panels from module to module on the hillside and offset from the adjacent side walls offset in height.
- Figure 5 shows a preferred embodiment of a bracket 6c, preferably of galvanized steel or stainless steel, which is located between two opposite, vertical or horizontal aligned rods 10 of the steel lattice mats 5a, 5b ( Figure 2) for bracing these against the carrier 2a, 2b, 2c or used as a spacer against a bulging of the steel mesh mats.
- the clip 6c can be made of round or strip material or the like and has a straight part 8 for bridging the distance between the parallel arranged, the filling volume defining steel grid mats 5a, 5b with two molded hooks 9, the rods 10 of the steel lattice mats 5a , 5b.
- the radius of curvature of the hooks 9 is adapted to the bars 10 and the mesh size.
- FIG. 6 shows a further preferred embodiment of a clip as a multi-part holder 6d with two profile parts 11 with the bars 10 adapted profiles 12, each engaging from the outside in one or more - in the case shown in two - bars 10 of the steel lattice mats 5a, 5b and means a connection which is a screw connection with a nut 13 and a screw 14 here, which passes through the two profile parts and braced against each other during screwing.
- FIGs 7 to 9 show different advantageous embodiment of beams 2b, 2d, 2e in cross section.
- the carrier 2b is designed as a double-T carrier.
- the steel grid mats are advantageously attached to the outside of the parallel support surfaces.
- In the inside of the carrier cheeks guided steel mesh mats must be additionally provided for bracing with an abutment on which they can be supported against each other and allow only greatly narrowed filling volumes.
- an embodiment of an inside guide of the steel mesh mats in the carrier can be carried out if the advantages, for example an aesthetic specification, outweigh the disadvantages mentioned.
- the double-T-carrier 2b is preferably made of galvanized steel or stainless steel.
- Figure 8 shows a rectangular in cross-section support 2d of a reinforcing core made of reinforced concrete and a complete veneer on its four sides is made of natural stone.
- FIG. 9 shows a preferred embodiment of a cross-sectionally rectangular carrier 2e, which is assembled from two uniform natural stone elements.
- the joined surfaces of the natural stone elements are advantageously provided with reinforcement fabric.
- Figures 10, 11 and 12 show various embodiments of a foundation or attachment of the carrier 2f, 2g, 2h of a partition according to the invention in or on the ground or other ground surface.
- Figure 10 shows an attachment of the carrier 2f on a solid floor material 15, preferably concrete, which can be embedded as a foundation on site already in the ground.
- the underside of the carrier 2f is mounted on a plate 16, for example welded to the plate 16.
- the plate 16 is firmly connected to the soil material, for example - as shown here - screwed by means of screws 17 and not shown, introduced into the soil dowels.
- Figure 11 shows a preferred attachment of the carrier 2g, which is embedded with the foundation part 4 in a concrete foundation. It may be advantageous to introduce the carrier 2g on site in non-hardened concrete mass and let it harden. However, the carrier can also be delivered with a factory-installed concrete foundation.
- FIG. 12 shows a carrier 2h which is similar to the carrier 2f of FIG. 10, wherein the plate 19 is not welded on and a receptacle 18 for the carrier 2h is connected to the plate 19, preferably welded.
- This embodiment has the particular advantage that even non-metallic support can be applied to an already existing on-site foundation.
- partition walls provided with this invention can be easily degraded and made adjustable.
- FIG. 13 shows a U-shaped spacer 6e with a bottom part 20 and two cheeks 21 adjoining the bottom part, preferably made of galvanized steel or stainless steel.
- a partition wall according to the invention a plurality of these spacers 6e attached to the underside of the steel mesh mats 5a, 5b ( Figure 1) and thus limit the filling volume of the partition down, especially if in a corresponding installation situation, the ground to the steel mesh mats a relatively large distance Has. This is particularly advantageous if the filling volume of the partition should not extend to the ground, because this is about uneven or a distance of the filling volume to the soil to be met. In addition, it increases the stability of the structure according to the invention.
- Figure 14 shows a plan view of a section of a partition wall according to the invention, which is provided with the arranged in the longitudinal course of the steel grid mats spacers 6e of Figure 13.
- the spacers 6e are introduced between vertical bars 10 and with their cheeks 21 in horizontal bars 22 of the mounted opposite steel lattice mats.
- the steel mats are each provided with two parallel horizontal bars 22, between which the cheeks 21 ( Figure 13) of the spacers are mounted.
- the spacers may also be formed lattice-shaped. With continuous attachment of these spacers along the full length of the steel mesh mats, the spacers form a bottom for receiving the bulk material.
- FIG. 15 shows a module 1 of a partition wall with an attachment, which is designed in the form of a seat 25.
- the seat 25 is formed from two cheeks 26 which are connected at the ends to the brackets 2a, 2b and which are spread by a plane spanned by these, which forms the seat cover in the form of boards 27 connecting the two cheeks along their length.
- the cheeks 26 may be positively and / or frictionally connected to the carriers 2a, 2b, for example, they may be screwed, riveted, locked, braced, welded or suspended in the carrier, in which case the carrier may have corresponding recesses. It is understood that the cheeks may be supported against the ground.
- cheeks on beams connecting the modules can also accommodate boards of adjacent modules.
- the embodiment of this embodiment is not restrictive with respect to other advantageous attachments to see the partitions. Rather, other configurations of seating arrangements can also be provided with backrests. Other additional or alternative attachments such as roofs, billboards, information boards, storage facilities, for example, for leaflets and the like, receptacles such as waste containers can be provided. Furthermore, plant troughs can be provided, which are fastened to the carriers and / or hooked into the grids 5. Thus, it may be advantageous to connect plant troughs and seating to a unit with the partitions.
- the plant troughs fastened to the separating grid or erected in front of it can serve as a bearing surface for the seating areas, for example in the form of the boards 27 shown.
- the boards can be supported or secured by further cheeks 26 on the carriers or the grid 5.
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- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Electromagnetism (AREA)
- Physics & Mathematics (AREA)
- Revetment (AREA)
- Acyclic And Carbocyclic Compounds In Medicinal Compositions (AREA)
- Paper (AREA)
- Thermally Insulated Containers For Foods (AREA)
- Details Of Rigid Or Semi-Rigid Containers (AREA)
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE202006015278 | 2006-10-04 | ||
DE202006016423U DE202006016423U1 (de) | 2006-10-04 | 2006-10-20 | Trennwand |
DE102007015861A DE102007015861A1 (de) | 2007-04-02 | 2007-04-02 | Trennwand |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1911901A2 true EP1911901A2 (fr) | 2008-04-16 |
EP1911901A3 EP1911901A3 (fr) | 2009-07-29 |
EP1911901B1 EP1911901B1 (fr) | 2010-03-10 |
Family
ID=38870303
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP07018453A Not-in-force EP1911901B1 (fr) | 2006-10-04 | 2007-09-20 | Paroi de séparation |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP1911901B1 (fr) |
AT (1) | ATE460543T1 (fr) |
DE (1) | DE502007003064D1 (fr) |
ES (1) | ES2342735T3 (fr) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2278073A3 (fr) * | 2009-07-15 | 2013-07-10 | Jürgen Scherf | Gabions de protection acoustique |
US8567475B2 (en) | 2011-05-04 | 2013-10-29 | Kenneth Eugene Boone | Overhead gate systems |
EP2372024A3 (fr) * | 2010-03-29 | 2014-07-16 | Loris Avi | Module mural en granulés de pierres enrobés de résine |
DE102016005247A1 (de) * | 2016-04-29 | 2017-11-02 | Bellissa Haas GmbH | Gitterverbinder |
GB2552658A (en) * | 2016-08-01 | 2018-02-07 | Crh Fencing & Security Group (Uk) Ltd | Double sided wire mesh security fence |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE9111782U1 (de) | 1991-09-22 | 1992-01-16 | Ökustik GmbH, 6720 Speyer | Lärmschutzwand, die aus einer Mehrzahl von Rahmenteilen besteht |
US5528876A (en) | 1994-05-09 | 1996-06-25 | Lu; Sin-Yuan | Wall structure for buildings |
DE202006003299U1 (de) | 2006-03-02 | 2006-05-11 | Führle, Gottfried | Gitterwand-Vorrichtung zur Aufnahme von schüttfähigem Steingut |
DE202006004980U1 (de) | 2006-03-27 | 2006-06-14 | Hens, Reinhold | Schutzzaun mit Steinfüllung |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE20113388U1 (de) * | 2001-08-11 | 2001-10-18 | Vos, Martin de, 46397 Bocholt | Lärmschutzwand aus Zaunelementen |
-
2007
- 2007-09-20 AT AT07018453T patent/ATE460543T1/de active
- 2007-09-20 ES ES07018453T patent/ES2342735T3/es active Active
- 2007-09-20 EP EP07018453A patent/EP1911901B1/fr not_active Not-in-force
- 2007-09-20 DE DE502007003064T patent/DE502007003064D1/de active Active
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE9111782U1 (de) | 1991-09-22 | 1992-01-16 | Ökustik GmbH, 6720 Speyer | Lärmschutzwand, die aus einer Mehrzahl von Rahmenteilen besteht |
US5528876A (en) | 1994-05-09 | 1996-06-25 | Lu; Sin-Yuan | Wall structure for buildings |
DE202006003299U1 (de) | 2006-03-02 | 2006-05-11 | Führle, Gottfried | Gitterwand-Vorrichtung zur Aufnahme von schüttfähigem Steingut |
DE202006004980U1 (de) | 2006-03-27 | 2006-06-14 | Hens, Reinhold | Schutzzaun mit Steinfüllung |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2278073A3 (fr) * | 2009-07-15 | 2013-07-10 | Jürgen Scherf | Gabions de protection acoustique |
EP2372024A3 (fr) * | 2010-03-29 | 2014-07-16 | Loris Avi | Module mural en granulés de pierres enrobés de résine |
US8567475B2 (en) | 2011-05-04 | 2013-10-29 | Kenneth Eugene Boone | Overhead gate systems |
DE102016005247A1 (de) * | 2016-04-29 | 2017-11-02 | Bellissa Haas GmbH | Gitterverbinder |
GB2552658A (en) * | 2016-08-01 | 2018-02-07 | Crh Fencing & Security Group (Uk) Ltd | Double sided wire mesh security fence |
WO2018025007A1 (fr) * | 2016-08-01 | 2018-02-08 | Crh Fencing & Security Group (Uk) Limited | Clôture de sécurité à treillis métallique double face |
Also Published As
Publication number | Publication date |
---|---|
DE502007003064D1 (de) | 2010-04-22 |
EP1911901A3 (fr) | 2009-07-29 |
EP1911901B1 (fr) | 2010-03-10 |
ATE460543T1 (de) | 2010-03-15 |
ES2342735T3 (es) | 2010-07-13 |
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