EP1557498A2 - Fertigteil aus Beton für Stützwände mit Geogitterrückverhängung - Google Patents
Fertigteil aus Beton für Stützwände mit Geogitterrückverhängung Download PDFInfo
- Publication number
- EP1557498A2 EP1557498A2 EP05001342A EP05001342A EP1557498A2 EP 1557498 A2 EP1557498 A2 EP 1557498A2 EP 05001342 A EP05001342 A EP 05001342A EP 05001342 A EP05001342 A EP 05001342A EP 1557498 A2 EP1557498 A2 EP 1557498A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- finished
- prefabricated
- parts
- geogrid
- finished part
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
- E04C1/39—Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra
- E04C1/395—Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra for claustra, fences, planting walls, e.g. sound-absorbing
-
- 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
- E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
- E02D29/0241—Retaining or protecting walls comprising retention means in the backfill the retention means being reinforced earth elements
-
- 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
- E02D29/0283—Retaining or protecting walls characterised by constructional features of mixed type
Definitions
- the invention relates to a stackable precast concrete, which can be connected to a geogrid is, in particular for the production of retaining walls of individual elements.
- a component for the construction of supporting wall elements is known, in the at a cuboidal base element at least on a part of his Bounding surfaces is arranged one or more than one groove, said groove (s) for positive connection of adjoining basic elements a strip-shaped Spring can be used as a connecting element.
- a supporting wall which is a substantially plate-shaped Base element, which has a rib running parallel to a side edge, contains wherein a substantially cuboid connecting element, which with one to a Rib matching left groove is provided, is arranged.
- U 1 is an arrangement for the construction of supporting structures and Steep slopes with plastic reinforced earth and permanent greening known in the the earth-side area of the embankment is built up of horizontal layers between geosynthetic reinforcements are arranged, in which as a lost formwork serving angled reinforcing mats are arranged and in which for fixing the lost formwork between leg surfaces of the angled reinforcing mats Spacers are arranged. Due to the arrangement of back anchored geotextiles yields For these slopes a good stability and a very good reasonability.
- the disadvantage here is that in order to avoid adverse effects on the load capacity Erosion a greening is indispensable.
- the invention has for its object to provide an improved precast concrete, can be built with the easily stable stable retaining walls.
- the object with a stackable finished part which the claim 1 specified features, solved.
- the invention provides a stackable precast concrete, with a geogrid is connected, in particular for the production of supporting walls from individual elements, wherein the finished part has at least one vertically continuous recess in the at least one connecting element can be introduced.
- An advantageous embodiment provides that the geogrid with another Geogrid is connectable.
- This additional geogrid can be designed over a large area and deep anchored in the earth. It is advantageous that in the transport state, the finished part only a small area and thus easier against mechanical damage too must have protective geogrid. Alternatively, it is possible to use the geogrid in the Transport state of the finished part rolled up by means of a removable cover to fix to achieve the aforementioned advantage.
- a shell is a glued or welded Kuststofffolie.
- a high stability of the finished part is in a particular embodiment by a Reinforcement, preferably made of structural steel, possible in the finished part.
- a body is for weight reduction in the finished part made of lightweight or arranged in the core of the finished part a cavity. This facilitates the Transport and use of the finished part.
- the body of lightweight material in the finished part extends to at least one side of the finished part and is removable. This can easily a recess in the finished part without formwork expense, namely to be created later.
- the aforementioned recess is substantially formed cuboid and forms a recess at the top and at the back of the finished part.
- a greenable finished part is created, which is suitable for use in Support walls according to the invention is suitable.
- This green finished part has a depth which is about twice as large as the depth of the other finished parts of the retaining wall. It is particularly advantageous to fill the cuboid recess with earth, as these Earth is directly related to the back earth body, so that plantings are well supplied with water.
- the geogrid is cast in the prefabricated part. As a result, large tensile forces from the finished part in the geogrid can be introduced.
- assembly loops are arranged on the finished part. These enable easy and safe transport and easy processing of the Prefabricated when building a retaining wall.
- At least one continuous groove on the finished part (1) is arranged, wherein the at least one groove on the upper, the lower and on the Side surfaces extend, with longitudinally stretched sealing elements inserted into the grooves are.
- At least three grooves are arranged, which are usually parallel run.
- Such prefabricated parts are suitable for use for a retaining wall, in which a Variety of identical finished parts, each with corresponding grooves is used.
- a groove of each finished part (1) a circumferential, longitudinally stretched Inserted sealing element such that at each intersection of the bearing joint and Butt joint of the support wall offset sealing elements of adjacent finished parts run against each other and do not overlap.
- the finished parts for a retaining wall is at least one of the finished parts with one or more other finished parts by with Coupled connection elements.
- connection elements are in corresponding Recesses adjacent or superimposed finished parts respectively partially inserted and secured in the recesses. This will be retaining walls built, which in addition to a high stability and also have a high shear stiffness and thus less prone to deformation.
- geogrids of various finished parts are included coupled together. This results in a uniform Lasesteitung in the earth body allows and local vulnerabilities in the bond between geotextiles and soil be bridged.
- Figure 1 shows a usable as a control element cuboid finished part 1 with an element width of about 1.0 m and an element height and an element depth of about 50 cm, which is made of concrete.
- a geogrid 2 which consists of plastic and has a tensile strength according to static requirement, concreted.
- the geogrid 2 can be anchored in an earth body.
- the finished part has two cylindrical, vertical recesses 7 with an identical diameter of about 5 cm, which are completely enclosed in the radial direction of concrete.
- elongate connecting elements 8 for example steel rods with a diameter of 20 mm, can be introduced and fixed in the course of assembly, for example by mortaring or concreting.
- the distances of the geogrid 2 are greater than the diameters of the recesses 7, so that they are arranged relative to the geogrid 2 in its gaps.
- the geogrid 2 may be interrupted in the regions of the recesses 7.
- a finished part 1 may have a single or a plurality of recesses 7. in the If a plurality of recesses 7, these preferably have identical dimensions.
- the single or multiple recesses 7 may have any cross-sections, for example, square, circular, polygonal or elliptical.
- the cross section of a Recesses 7 may vary along their longitudinal direction.
- the measures are the Recesses 7 preferably so large that they are at a maximum assumed Offset superposed prefabricated parts 1 still with recesses adjacent Prefabricated parts 1 overlap at least the thickness of the associated connecting elements 8.
- one connecting element 8 in the recesses 7 more over lying prefabricated parts 1 are arranged and fastened so that there are at least two Prefabricated parts 1 shear stiff connects.
- these are arranged parallel to each other.
- the connecting arrangement of the connecting elements 8 by means of a larger number of smaller recesses 7, in the offset direction in lines are arranged one behind the other, so that the distances of the recesses 7 in this direction specify the possible offset alternatives.
- Figure 2 shows a side view of the illustrated in Figure 1, usable as a control element precast 1, which is made of concrete; in the cuboid prefabricated part 1 is a reinforcement 3, which consists of structural steel arranged; the geogrid 2 is cast in the prefabricated part 1 and emerges at right angles from a rear side of the finished part 1 in its lower region.
- the length of the geogrid 2 arranged outside the finished part 1 is determined by the static design.
- the reinforcement 3 is arranged so that the recesses 7 are in between. Alternatively, the reinforcement 3 may be interrupted at these locations.
- FIG. 3 shows a further embodiment;
- the finished part 1 is formed trough-shaped.
- the bottom cylindrical recesses 7 are arranged for fasteners 8.
- a cuboid body made of lightweight material 4, namely polystyrene or equivalent, arranged.
- a reinforcement 3 is also arranged, which serves to avoid cracking in the concrete.
- the geogrid 2 is also arranged in the lower region of the finished part 1.
- the surface structure of the finished parts is arbitrarily adjustable, such as fracture gray or as a board formwork structure. Alternatively or additionally, the attachment of a Natural stone veneering possible.
- the invention is preferably used to construct non-or teilbeauxbarer and Steep and / or high retaining walls or noise barriers made of individual elements.
- Figure 4 shows a supporting wall, which was erected with finished parts 1 according to the invention, in a sectional view.
- the finished parts 1 are stacked side by side and one above the other, the lower row of finished parts 1 being placed on a cleanliness layer 5. All finished parts 1 with air-side contact have a back anchorage.
- the finished parts 1 of the upper three rows have a geogrid 2, the length of these geogrids 2 being different in different heights as a result of a static design.
- Three of the prefabricated parts 1 shown have a relatively short geogrid 2 on their rear side; These geogrids 2 are each connected to a further geogrid 2.1, which causes a back anchoring in an earth body 6.
- the geogrids 2 of the finished parts 1, which are connected to a further geogrid 2.1, are formed with a unit length.
- the finished parts 1 can be arranged vertically and / or horizontally, for example, unfurled or be provided with mortared joints 9.
- steel rods are mortared as connecting elements 8, respectively, so that their ends are in two different finished parts 1.
- connecting elements 8 are in two different finished parts 1.
- they connect two or three finished parts 1 with each other shear-resistant.
- the entire support wall becomes rigid.
- FIG. 5 shows a further embodiment of a finished part 1 according to the invention; the core of this finished part 1 is made of a lightweight material 4, which serves to reduce the weight.
- the formed of lightweight material 4 core this finished part 1 is completely covered by a reinforced with a reinforcement 3 concrete wall.
- the recesses 7 penetrate all areas vertically.
- FIG. 6 shows the plan view of a first special part 1.1.
- this first special section 1.1 is a trimmed from two blocks basic body, which is used for the production of angled in the floor plan support walls.
- a geogrid 2 is arranged in each case.
- the special part 1.1 has compatible recesses 7 to the control elements. As a result, it can be connected to other special parts 1.1 or control elements shear resistant.
- such first special parts 1.1 a prismatic basic shape with have a polygonal floor plan.
- Figure 7 shows a second special part 1.2, which is also suitable for the formation of angled in plan view of the support walls, said second special part 1.2 has a prismatic shape, wherein the floor plan of this prismatic body forms a triangle, which is for example isosceles. Also this special part 1.2 has a recess 7 for introduction and attachment of a connecting element 8.
- FIG. 8 shows the view of a supporting wall formed from a large number of prefabricated parts 1, wherein third special parts 1.3 are arranged on the lateral boundary of the supporting wall shown on the left, which likewise have a prismatic shape.
- the prisms shown here have a triangular view.
- the finished parts 1 are each connected in pairs by mortared steel rods as connecting elements 8 with respect to their vertical arrangement layers.
- the finished parts 1 can, with or without offset, namely perpendicular or inclined, to a Slope front to be stacked.
- Figure 9 shows a finished part 1 with two cylindrical, vertically arranged recesses 7 and a rectangular recess 14.
- the recess 14 extends over the upper and the rear surface of the finished part 1.
- the depth of the finished part is about twice as large as the depth of the other Prefabricated parts, so that this finished part in the installed state on the air side over the finished parts of lesser depth.
- the recess 14 serves to receive soil for planting a retaining wall.
- Such a planted support wall is shown in Figure 10 in section.
- the greenable finished part has a depth which is about twice as large as the depth of the other recessless finished parts of the retaining wall.
- the cuboid recess is filled with earth; this earth is directly connected to the back earth body, so that the plantings are supplied with water.
- FIG. 11 shows a prefabricated part 1 according to the invention prior to its use, ie in the transport state.
- a geotextile 2 is embedded in concrete, which is rolled up and fixed by means of a removable cover 13.
- the finished part 1 is easier to handle in the transport state;
- the geogrid 2 is protected against mechanical damage.
- a shell 13 is a glued or welded plastic film.
- FIG. 12 shows a prefabricated part 1 according to the invention with three encircling triangular grooves 10 and the cylindrical recesses 7 described above.
- the three grooves 10 run parallel and equally spaced over the upper, the lower and the side surfaces of the finished part 1 Grooves 10 vertical with respect to the basic shape of the finished part 1. It is also possible to produce this embodiment of the finished part 1 without recesses 7.
- FIG. 13 shows a modification of the finished part 1 shown in FIG. 12.
- three parallel, equally spaced triangular grooves 10 are arranged circumferentially.
- the air side of the finished part is formed inclined according to the intended support wall inclination.
- the recesses 7 are not shown here.
- the grooves are parallel with respect to the air-side surface of the support wall.
- the prefabricated parts 1 shown are suitable for use for a retaining wall, in which a plurality of identical finished parts, each with corresponding grooves is used.
- a groove 10 of each finished part 1 a circumferential, longitudinally stretched sealing element 11 is inserted such that at each intersection of the bearing joint and butt joint of the support wall sealing elements each adjacent finished parts offset from each other and do not overlap.
- sealing element 11 a bentonite round cord is used here.
- sealing members 11 made of rubber or injection hoses may be used.
- the sealing element 11 is inserted into the first groove 10 viewed from the air side; in the lower finished part 1, the sealing element 11 is inserted into the third groove 10 viewed from the air side;
- the sealing elements 11 of adjacent finished parts 1 do not touch.
- the thickness of the sealing elements 11 is selected and the modulus of elasticity of the sealing elements 11 is selected so that it fills two corresponding grooves 10 of two finished parts 1, wherein a defined gap between the finished parts 1 remains. The front portion of this gap, so the bearing joint is filled with mortar 12. It is also possible to produce this embodiment of the finished part 1 without recesses 7.
- FIG. 14 shows a further modification of the finished part 1 shown in FIG. 12.
- four parallel, equally spaced triangular grooves 10 are arranged circumferentially.
- the air side of the finished parts 1 is formed vertically.
- a reinforcing rod is shown here, which is concreted in as a connecting element 8.
- the grooves run parallel with respect to the air-side surface of the finished parts 1.
- the scheduled offset one above the other to be arranged precast parts 1 is denoted by v. It is important that the spacing of the grooves 10 is also v.
- the prefabricated parts 1 shown are suitable for use for a supporting wall, in which a multiplicity of identical prefabricated parts, each having corresponding grooves 10, are used.
- sealing element 11 inserted such that offset at each intersection of the bearing joint and butt joint of the support wall sealing elements each adjacent finished parts against each other and do not overlap.
- sealing member 11 rubber is used here.
- sealing elements 11 made of bentonite round cord or injection hoses can be used.
- the sealing element 11 is inserted into the third groove 10 viewed from the air side; in the lower finished part 1, the sealing element 11 is inserted into the second groove 10 viewed from the air side; As a result, the sealing elements 11 of the finished parts do not touch each other:
- the two adjacent and not shown prefabricated parts 1 of the prefabricated part 1 shown above carry their sealing element in the second and in the fourth joint.
- the thickness of the sealing elements 11 is also selected and the modulus of elasticity of the sealing elements 11 is selected so that it fills two corresponding grooves 10 of two finished parts 1, with a defined gap between the finished parts 1 remains. It is also possible to produce this embodiment of the finished part 1 without recesses 7
- Figure 15 shows a laying plan for finished parts 1 with grooves 10 for a supporting wall in association with continuous bearing joints, with a maximum of three finished parts 1 abut each other.
- the laying plan shows prefabricated parts to be laid, in which the numbers of the respective grooves 10 are entered, in which the respective sealing element 11 is to be inserted.
- inclined supporting walls are erected without offsets using the finished parts 1 shown in FIG. 13 or vertical supporting walls using the finished parts 1 shown in FIG. 12 or inclined supporting walls with offsets using the finished parts 1 shown in FIG.
- When erecting according to the installation plan shown ensures that at each intersection of the bearing joint and butt joint of the support wall sealing elements 11 each adjacent finished parts offset from each other and do not overlap or touch.
- FIG. 16 shows a laying plan for finished parts 1 with grooves 10 for a retaining wall in association with continuous bearing joints and with continuous butt joints, that is to say that in each case four finished parts 1 abut one another.
- the laying plan shows prefabricated parts to be laid, in which the numbers of the respective grooves 10 are entered, in which the respective sealing element 11 is to be inserted.
- this laying plan inclined support walls without offsets using the finished parts 1 shown in Figure 13 - but with four parallel grooves 10 - or vertical support walls using the finished parts 1 shown in Figure 14 - but without offset - built.
- When erecting according to the installation plan shown ensures that at each intersection of the bearing joint and butt joint of the support wall sealing elements 11 each adjacent finished parts offset from each other and do not overlap or touch.
- At least one of the finished parts 1 with an air side Covering or an optically visible profiling provided.
- all Prefabricated parts 1 of a retaining wall visually uniform.
Abstract
Description
- Figur 1
- eine isometrische Darstellung eines einzelnen erfindungsgemäßen Fertigteils,
- Figur 2
- eine zugehörige Seitenansicht,
- Figur 3
- eine Seitenansicht eines einzelnen erfindungsgemäßen Fertigteils in einer weiteren Ausführungsform,
- Figur 4
- einen Schnitt durch eine aus erfindungsgemäßen Fertigteilen hergestellte Stützwand,
- Figur 5
- einen Schnitt durch eine weitere Ausführungsform eines erfindungsgemäßen Fertigteils,
- Figur 6
- eine Draufsicht eines ersten Sonderelementes,
- Figur 7
- eine Draufsicht eines zweiten Sonderelementes,
- Figur 8
- einen Ausschnitt einer Ansicht einer aus erfindungsgemäßen Fertigteilen errichteten Stützwand,
- Figur 9
- eine perspektivische Ansicht eines einzelnen erfindungsgemäßen Fertigteils in einer Ausführungsform mit Aussparung,
- Figur 10
- eine zugehörige Schnittdarstellung dieses Fertigteils mit anderen Fertigteilen,
- Figur 11
- eine perspektivische Ansicht einer weiteren Ausführungsform des erfindungsgemäßen Fertigteils mit aufgerolltem Geotextil,
- Figur 12
- eine Seitenansicht einer weiteren Ausführungsform des erfindungsgemäßen Fertigteils mit Nuten,
- Figur 13
- eine Seitenansicht einer weiteren Ausführungsform des erfindungsgemäßen Fertigteils mit Nuten im Verbund,
- Figur 14
- eine Seitenansicht einer weiteren Ausführungsform des erfindungsgemäßen Fertigteils mit Nuten im Verbund,
- Figur 15
- einen ersten Verlegeplan für Fertigteile mit Nuten und
- Figur 16
- einen zweiten Verlegeplan für Fertigteile mit Nuten.
- 1
- Fertigteil
- 1.1
- erstes Sonderteil
- 1.2
- zweites Sonderteil
- 1.3
- drittes Sonderteil
- 2
- Geogitter
- 2.1
- weiteres Geogitter
- 3
- Bewehrung
- 4
- Leichtstoff
- 5
- Sauberkeitsschicht
- 6
- Erdkörper
- 7
- Ausnehmung
- 8
- Verbindungselement
- 9
- Fuge
- 10
- Nuten
- 11
- Dichtungselement
- 12
- Mörtel
- 13
- Hülle
- 14
- Aussparung
Claims (12)
- Stapelbares Fertigteil (1) aus Beton, das mit einem Geogitter (2) verbunden ist, insbesondere zur Herstellung von Stützwänden aus einzelnen Elementen, dadurch gekennzeichnet, dass das Fertigteil (1) mindestens eine vertikal durchgängige Ausnehmung (7) aufweist, in die mindestens ein Verbindungselement (8) einbringbar ist.
- Fertigteil (1) nach Anspruch 1, dadurch gekennzeichnet, dass das Geogitter (2) zur Verlängerung mit einem weiteren Geogitter (2.1) verbindbar ist oder dass das Geogitter (2) im Transportzustand aufrollbar ist, wobei das aufgerollte Geogitter (2) mittels einer entfernbaren Hülle (13) fixierbar ist.
- Fertigteil (1) nach Anspruch 1 oder 2, gekennzeichnet durch eine Bewehrung (3) in dem Fertigteil (1).
- Fertigteil (1) nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass zur Gewichtsreduzierung in dem Fertigteil (1) ein Körper aus Leichtstoff (4) angeordnet ist oder dass im Fertigteil (1) ein Hohlraum angeordnet ist.
- Fertigteil (1) nach Anspruch 4, dadurch gekennzeichnet, dass der Körper aus Leichtstoff (4) in dem Fertigteil (1) bis zu mindestens einer Seite des Fertigteiles (1) reicht und entfernbar ist oder dass in dem Fertigteil (1) eine Aussparung (14) bis zu mindestens einer Seite des Fertigteiles (1) angeordnet ist.
- Fertigteil (1) nach Anspruch 5, dadurch gekennzeichnet, dass die Aussparung (14) im Wesentlichen quaderförmig ausgebildet ist und eine Ausnehmung an der Oberseite und an der Rückseite des Fertigteiles (1) bildet.
- Fertigteil (1) nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass das Geogitter (2) in das Fertigteil (1) einbetoniert ist.
- Fertigteil (1) nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass an dem Fertigteil (1) wenigstens eine durchgehende Nut (10) angeordnet ist, wobei die wenigstens eine Nut (10) über die obere, die untere sowie über die Seitenflächen verlaufen, wobei längs gestreckte Dichtungselemente (11) in die Nuten (10) einlegbar sind.
- Fertigteil (1) nach Anspruch 8, dadurch gekennzeichnet, dass wenigstens drei Nuten (10) angeordnet sind.
- Verwendung von Fertigteilen (1) gemäß einem der vorhergehenden Ansprüche für eine Stützwand, dadurch gekennzeichnet, dass mindestens eines der Fertigteile (1) mit einem oder mehreren anderen Fertigteilen (1) durch mindestens ein Verbindungselement (8) gekoppelt wird, wobei das Verbindungselement (8) in die Ausnehmungen (7) mindestens zweier Fertigteile (1) jeweils teilweise eingebracht und dort befestigt wird.
- Verwendung nach Anspruch 10, dadurch gekennzeichnet, dass Geogitter (2) verschiedener Fertigteile (1) mit einander gekoppelt werden.
- Verwendung von Fertigteilen (1) nach Anspruch 9 für eine Stützwand, dadurch gekennzeichnet, dass eine Vielzahl identischer Fertigteile (1) mit jeweils korrespondierenden Nuten (10) verwendet wird, wobei in eine Nut (10) jedes Fertigteiles (1) ein umlaufendes, längs gestrecktes Dichtungselement (11) derart eingelegt wird, dass an jedem Kreuzungspunkt von Lagerfuge und Stoßfuge der Stützwand Dichtungselemente (11) jeweils benachbarter Fertigteile (1) versetzt gegeneinander verlaufen und sich nicht überschneiden.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE202004001058U DE202004001058U1 (de) | 2004-01-24 | 2004-01-24 | Fertigteil aus Beton für Stützwände mit Geogitterrückverhängung |
DE202004001058U | 2004-01-24 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1557498A2 true EP1557498A2 (de) | 2005-07-27 |
EP1557498A3 EP1557498A3 (de) | 2006-05-24 |
EP1557498B1 EP1557498B1 (de) | 2007-12-19 |
Family
ID=32186210
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP05001342A Active EP1557498B1 (de) | 2004-01-24 | 2005-01-24 | Fertigteil aus Beton für Stützwände mit Geogitterrückverhängung |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP1557498B1 (de) |
AT (1) | ATE381643T1 (de) |
DE (2) | DE202004001058U1 (de) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202006007521U1 (de) * | 2006-05-11 | 2007-09-13 | Bodensohn, Karl Heinz | Stapelbares Fertigbauteil für die Erstellung einer Raumgitterwand |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202012012497U1 (de) * | 2012-12-06 | 2013-03-01 | Metten Stein + Design Gmbh & Co. Kg | Mauerstein und Mauersystem |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE8119371U1 (de) | 1981-07-02 | 1981-11-05 | Unglehrt GmbH & Co. KG, 8940 Memmingen | Bepflanzbare stuetzwand und zugehoeriges betonteil |
DE8811825U1 (de) | 1988-09-17 | 1988-11-10 | Wilhelm Rinn 8 Gmbh & Co Kg, 6301 Heuchelheim, De | |
DE3837243A1 (de) | 1987-11-02 | 1989-05-11 | Ebenseer Betonwerke Gmbh | Formstein fuer eine bepflanzbare boeschungssicherung |
DE20011791U1 (de) | 1999-07-03 | 2001-05-10 | Hoy Gerhard | Anordnung zur Erstellung von Stützbauwerken und Steilböschungen mit kunststoffbewehrte Erde |
AT4473U1 (de) | 2000-02-03 | 2001-07-25 | Heinle Roland | Bauteil zur errichtung von wand-, decken-, boden-, stützwand-, begrenzungs-, trennwandelementen od.dgl. |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0047718B1 (de) * | 1980-09-05 | 1984-05-30 | Steiner Silidur AG | Formhohlstein für die Verbauung von Uferböschungen |
US5807030A (en) * | 1993-03-31 | 1998-09-15 | The Reinforced Earth Company | Stabilizing elements for mechanically stabilized earthen structure |
DE20215715U1 (de) * | 2002-10-12 | 2003-02-27 | Herold Andreas | Fertigteil aus Beton für Stützwände mit Geogitterrückverhängung |
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2004
- 2004-01-24 DE DE202004001058U patent/DE202004001058U1/de not_active Expired - Lifetime
-
2005
- 2005-01-24 EP EP05001342A patent/EP1557498B1/de active Active
- 2005-01-24 DE DE502005002258T patent/DE502005002258D1/de active Active
- 2005-01-24 AT AT05001342T patent/ATE381643T1/de active IP Right Revival
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
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DE8119371U1 (de) | 1981-07-02 | 1981-11-05 | Unglehrt GmbH & Co. KG, 8940 Memmingen | Bepflanzbare stuetzwand und zugehoeriges betonteil |
DE3837243A1 (de) | 1987-11-02 | 1989-05-11 | Ebenseer Betonwerke Gmbh | Formstein fuer eine bepflanzbare boeschungssicherung |
DE8811825U1 (de) | 1988-09-17 | 1988-11-10 | Wilhelm Rinn 8 Gmbh & Co Kg, 6301 Heuchelheim, De | |
DE20011791U1 (de) | 1999-07-03 | 2001-05-10 | Hoy Gerhard | Anordnung zur Erstellung von Stützbauwerken und Steilböschungen mit kunststoffbewehrte Erde |
AT4473U1 (de) | 2000-02-03 | 2001-07-25 | Heinle Roland | Bauteil zur errichtung von wand-, decken-, boden-, stützwand-, begrenzungs-, trennwandelementen od.dgl. |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202006007521U1 (de) * | 2006-05-11 | 2007-09-13 | Bodensohn, Karl Heinz | Stapelbares Fertigbauteil für die Erstellung einer Raumgitterwand |
Also Published As
Publication number | Publication date |
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EP1557498A3 (de) | 2006-05-24 |
EP1557498B1 (de) | 2007-12-19 |
DE502005002258D1 (de) | 2008-01-31 |
ATE381643T1 (de) | 2008-01-15 |
DE202004001058U1 (de) | 2004-04-22 |
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