EP2022911B1 - Structure for storing urns and concrete prefabricated part - Google Patents

Structure for storing urns and concrete prefabricated part Download PDF

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Publication number
EP2022911B1
EP2022911B1 EP08104666.6A EP08104666A EP2022911B1 EP 2022911 B1 EP2022911 B1 EP 2022911B1 EP 08104666 A EP08104666 A EP 08104666A EP 2022911 B1 EP2022911 B1 EP 2022911B1
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Prior art keywords
urns
structure according
accessible
pyramid
building
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EP08104666.6A
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German (de)
French (fr)
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EP2022911A2 (en
EP2022911A3 (en
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Andreas Herold
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H13/00—Monuments; Tombs; Burial vaults; Columbaria
    • E04H13/008—Memorials for cremation ashes

Definitions

  • the invention relates to a building for the storage of urns.
  • urns are buried in cemeteries in the form of level turf or level tombs.
  • the disadvantage here is that for the storage of a variety of urns a correspondingly large footprint is required; the larger the number of urns, the larger the required footprint.
  • the disadvantage here is that for the storage of a variety of urns a correspondingly large crypt is required; the larger the number of urns, the larger the required footprint of the tomb.
  • US 2002/144471 A1 is a building for the preservation of urns known, which is a walk-in spatial structure. On the surface of the structure recesses are arranged in which urns are inserted. The surface of the structure is at least partially made of prefabricated parts.
  • the structure known from this document has the features of the preamble of claim 1.
  • US 4,671,706 A a stackable arrangement of concrete bodies described.
  • the concrete bodies have an elongated base surface, are attached to the side walls, which are provided at the top with notches, in which arranged above concrete twill can be fixed.
  • the invention is based on the object, an improved over the prior art device for storing urns and an improved precast concrete part, in particular for use in a construction according to the invention specify.
  • the building according to the invention for the storage of urns is designed as a walk-in spatial structure, wherein on the surface of this structure recesses are arranged one above the other and side by side, in which urns are inserted.
  • the invention provides that the surface of the structure is at least partially formed of precast concrete parts.
  • the precast concrete parts each contain at least one back anchoring to ensure adequate stability.
  • These back anchors are particularly preferably suitable for introducing forces into filler, earth or other pourable building material, so that in a simple way analogous to the production of steep slopes shaped stones are anchored on the principle of reinforced soil. This makes it possible to produce very high building-like structures in a simple manner.
  • Geoplastics are particularly preferably arranged as back anchors, so that the structure can be executed at least in some areas according to the system reinforced plastic soil.
  • At least some of the precast concrete parts have on their air-side surface a recess for the insertion of objects;
  • recesses of standardized sizes can be stored for standardized urns, so that the urns can be picked up cleanly and safely.
  • the urns to be accommodated and the recesses of the precast concrete parts are cylindrical in shape, with the depth of the recesses being particularly preferably greater than the length of the recesses urn to be inserted.
  • Air side is to be understood as an outer wall side and optionally as an inner wall side.
  • An embodiment of the building according to the invention provides that its outer contour extends vertically upwards, so that vertical walls are formed.
  • An alternative embodiment of the method according to the invention provides that the outer contour of the structure tapers upwards.
  • the structure has at least partially the shape of a pyramid, a truncated pyramid, a cone or a truncated cone on; so that the surface of the structure is used in the best case completely for the reception of urns, without an unused upper surface remains.
  • Accessibility should be understood to mean that the structure can be climbed on foot without special measures, such as by stairs, or by using lifts, lifts or other mechanical aids by people or otherwise can be achieved in order to urns in Insert or insert recesses such as holes or depressions. It is advantageous that virtually any or every point of the surface of the building for insertion of urns is available and accessible.
  • the building is accessible from the inside.
  • further recesses can be arranged within the structure, so that the number of receivable urns can be further increased.
  • the building is a suitable for the residence of people building; This means that the building can be used not only for the storage of urns but also for the arrangement of rooms such as memorial rooms.
  • the recesses for the urns are arranged on an inner and on the outer surface of the structure, whereby a particularly large number of urns can be accommodated.
  • the surface of the structure can be planted, whereby an appealing visual impression is achieved, which may be based on a greening of conventional cemeteries.
  • a walk-in ground floor and a walk-in basement are arranged in the building and that recesses for receiving urns are arranged on the inner surfaces on the ground floor and in the basement and on the outer surface of the building.
  • a tomb is created, which is multi-storey and based on their volume has a very large surface with a variety of recesses for storage of urns.
  • an accessible upper floor is additionally arranged, which can be reached with an inner elevator.
  • the prefabricated concrete element suitable for use in any of the previously described structures has a back anchor formed of a geosynthetic material.
  • the concrete precast elements can be permanently anchored according to the system of reinforced soil.
  • the precast concrete part has, according to the invention, a recess for inserting urns on its air-side surface when installed. This recess is formed by the air-side surface inclined inwards from top to bottom. This makes it possible that urns, in particular standardized urns, after their introduction into the recess, slide or roll independently to the lowest point of the recess and are in a stable position after reaching the low point.
  • the urn recess can be filled, for example, with concrete, mortar or soil. It is crucial that the prefabricated concrete part is a molded block that has both static and constructive function: This molded block has static support or support function and the constructive function of serving as a storage element.
  • the use of the invention succeeds as a particularly efficient tomb, especially for standard urns.
  • the use of the invention succeeds as a particularly efficient storage system, especially for standardized objects.
  • FIG. 1a shows a vertical section through an inventive building 1, which is designed as a pyramid-shaped structure with a square base.
  • the edge length of the base is 30m, the height of the pyramid is about 32m.
  • the building comprises a ground floor 6, which is accessible via an entrance 6.1, a basement 7 and an upper floor 8, which by means of a lift 9 is connected to the ground floor 6 and the basement 7.
  • the outer surface of the pyramid is formed in the area between the upper edge of the ground and lower edge of the upper projectile 8 by a multiplicity of prefabricated parts 3 arranged in each case in layers.
  • the finished parts 3 are made of reinforced concrete and have a back anchoring 4, with which they are anchored in an earth body of pourable material 5.
  • the outer surface of the pyramid not only the outer surface of the pyramid, but also the inner surfaces that form the boundary of the ground floor 6 and basement 7, are manufactured using precast 3, wherein each finished part 3 is anchored with a back anchor 4 in the earth body 5 here.
  • the outer wall construction of the ground floor 6 is thereby in fact formed by a fixed earth body, which is bounded on both sides by precast concrete elements 3.
  • the finished parts 3 on the inner walls of the ground floor 6 and basement 7 are arranged in layers undetachably one above the other, while the finished parts 3 for the outer surface of the pyramid are also arranged in layers, but between the individual layers of precast 3 among other topsoil 5.1 is arranged.
  • the arrangement of the topsoil 5.1 takes place in particular in the immediately near-surface region of the outer surface of the pyramid.
  • the upper floor 8 of the pyramid forms the upper end of the layered heaped and compacted earth body 5, wherein the upper floor 8 is erected on a the Erdenia 5 covering reinforced concrete sheet and takes the pyramid shape;
  • a roof structure 10 is arranged, which in turn is pyramid-shaped.
  • elements for shading 11 are arranged, which also serve as a rain cover for the outer regions of the upper floor 8.
  • a running rail 12 is arranged, with which a lift 13 at the outer Surface of the pyramid is movable; With this lift 13 people and urns 2 can be transported to certain finished parts 3, in particular to sink the respective urn in a recess 3.1.
  • the anchors 4 of shaped bricks 3 respectively of opposite sides of the building are also overlapping laid overlapping on the last installed layer of pourable material 5, in particular, even if the building according to the invention is not pyramidal.
  • the displacement of the shaped bricks 3 in the horizontal direction can be substantially reduced for prefabricated structures according to the invention of any outer shape.
  • FIG. 1b shows an enlargement of the outer surface of the pyramid with individual layers of precast 3, wherein in each case behind the finished parts 3 earth layer by layer was introduced as pourable material 5 and compressed in layers.
  • the embedded in the finished parts 3 rear anchors 4 are not shown here for clarity.
  • Between the finished parts 3 layers of pourable material 5 are also arranged, wherein in the inner region of the pyramid conventional, compactable soil was poured and compacted in layers, while between the individual layers of precast 3 ballast 5.2 was installed and compacted.
  • the ballast 5.2 is not only easy to compact, but also very stable and hardly prone to deformation under pressure; This largely prevents vertical deformation in the area of the outer pyramid surface.
  • topsoil 5.1 In the immediate near-surface region of the layers of pourable material 5, which are arranged between the finished parts 3, topsoil 5.1 is arranged.
  • the topsoil 5.1 has a low load capacity and serves in particular as the basis for a greening of the surface of the pyramid.
  • FIG. 1c shows a further enlargement of FIG. 1b , Here, the construction is shown with which in particular the layers of pourable material 5 are installed between the finished parts 3.
  • an angled reinforcement mat 5.3 was placed with its lower leg on the finished part 3.
  • the front leg of the reinforcement mat 3 is angled in accordance with the planned angle of inclination of the surface of the pyramid.
  • Behind this upright leg of the reinforcing mat 5.3 is a close-meshed layer of geosynthetic 5.4 arranged;
  • This geosynthetics 5.4 which is mechanically held by the reinforcing mat 5.3, serves to fix the rear of the planned outer surface area of the pyramid topsoil 5.1 so that it can not be flushed out.
  • the pourable material 5 is initially poured in the area behind the prefabricated part 3 shown below above this finished part 3; In this case, the angle of repose of the pourable material 5, which is shown as the right-hand limit, sets in. Subsequently, between the pourable material 5 and the topsoil 5.1 ballast 5.2 heaped up; Subsequently, the bulk materials 5, 5.1, 5.2, which were already densified in layers during the landfill, final compressed.
  • the bedding of the ballast 5.2 between the finished part 3 shown below and the prefabricated part 3 shown above is used in particular to ensure a good load capacity between the precast elements in the vertical direction.
  • FIG. 2 shows a schematic plan view of a finished pyramid.
  • the boundaries between finished parts 3 and the greenable surface 5.1 are not shown. Shown here are arranged on the air-side surfaces of the finished parts 3 recesses 3.1, which serve to hold urns.
  • the pyramid shown here has a total of 372 recesses on its surface.
  • the input 6.1 and the elevator 9 are shown in plan view, the elevator 9 not being visible in the plan view; his presentation is here to explain his position in the floor plan.
  • FIG. 3a shows in side view and in plan view, the finished part 3 used for the outer surface of the pyramid with a recess 3.1.
  • the recess 3.1 is substantially parallelepiped-shaped and inclined at an angle downwards so that urns inserted in the recess 3.1 are securely fixed solely by gravity.
  • a back anchoring 4 is embedded in concrete.
  • the rear anchoring 4 is formed with a length that is required for secure anchoring in the earth.
  • FIG. 3b shows a side view and a bottom view of the in FIG. 1a
  • the finished part 3 in the region of the inner wall of the ground floor 6.
  • the angle of inclination between the inner surface of the finished part 3 and the vertical is equal to the corresponding inclination angle of the in FIG. 3a and FIG. 1a
  • the arranged in the precast element 3 shown here recess 3.1 is also inclined downwardly formed cuboid, so that in the inner wall urns can be inserted.
  • Figure 3c shows a perspective view and a side view of a single finished part 3, which in FIG. 1a is used in the area of the basement 7.
  • the prefabricated part 3 shown here is cuboid, so that in Basement gives a vertical wall surface.
  • FIG. 4 shows two alternative embodiments of the building according to the invention, wherein on the left a pyramid is shown with a square plan.
  • the edge length a is about 30m and the inclination angle a is 65 °, so that the height of the pyramid preferably used is about 32.2 m.
  • it is also possible to use other angles of inclination for example 50 °, 55 °, 60 ° or 70 °.
  • FIG. 4 another possible embodiment of the structure according to the invention, namely a circular cone with a radius r, an inclination angle ⁇ and the cone height h shown.
  • finished parts 3 which have a flat air-side surface, so that the surface of the substantially approximately circular conical structure is formed flat in sections in small areas.
  • finished parts 3 which have two air side intersecting planes as outer surfaces.

Description

Die Erfindung betrifft ein Bauwerk zur Aufbewahrung von Urnen.The invention relates to a building for the storage of urns.

Im Stand der Technik sind verschiedene Vorrichtungen zur Aufbewahrung von Urnen. Beispielsweise werden Urnen auf Friedhöfen in Form von ebenen Rasen oder ebenen Grabanlagen beigesetzt.In the prior art are various devices for the storage of urns. For example, urns are buried in cemeteries in the form of level turf or level tombs.

Nachteilig ist dabei, dass zur Aufbewahrung einer Vielzahl von Urnen eine entsprechend große Grundfläche erforderlich ist; je größer die Zahl der Urnen ist, desto größer ist die erforderliche Grundfläche.The disadvantage here is that for the storage of a variety of urns a correspondingly large footprint is required; the larger the number of urns, the larger the required footprint.

Des Weiteren ist die Aufbewahrung von Urnen in Grüften bekannt; dabei werden die Urnen innerhalb der Grüfte beigesetzt.Furthermore, the preservation of urns in tombs is known; while the urns are buried within the tombs.

Nachteilig ist dabei, dass zur Aufbewahrung einer Vielzahl von Urnen eine entsprechend große Gruft erforderlich ist; je größer die Zahl der Urnen ist, desto größer ist die erforderliche Grundfläche der Gruft.The disadvantage here is that for the storage of a variety of urns a correspondingly large crypt is required; the larger the number of urns, the larger the required footprint of the tomb.

Aus US 2002/144471 A1 ist ein Bauwerk zur Aufbewahrung von Urnen bekannt, welches ein begehbares räumliches Gebilde ist. An der Oberfläche des Bauwerks sind Aussparungen angeordnet, in welche Urnen einschiebbar sind. Die Oberfläche des Bauwerks wird zumindest teilweise aus Fertigteilen Das aus diesem Dokument bekannte Bauwerk weist die Merkmale des Oberbegriffes des Anspruchs 1 auf.Out US 2002/144471 A1 is a building for the preservation of urns known, which is a walk-in spatial structure. On the surface of the structure recesses are arranged in which urns are inserted. The surface of the structure is at least partially made of prefabricated parts The structure known from this document has the features of the preamble of claim 1.

Ferner ist in US 4 671 706 A eine stapelbare Anordnung von Betonkörpern beschrieben. Die Betonkörper weisen eine langgestreckte Grundfläche auf, an der Seitenwände angebracht sind, welche an der Oberseite mit Kerben versehen sind, in denen darüber angeordnete Betonköper fixiert werden können.Furthermore, in US 4,671,706 A a stackable arrangement of concrete bodies described. The concrete bodies have an elongated base surface, are attached to the side walls, which are provided at the top with notches, in which arranged above concrete twill can be fixed.

Der Erfindung liegt die Aufgabe zu Grunde, eine gegenüber dem Stand der Technik verbesserte Vorrichtung zur Aufbewahrung von Urnen und ein verbessertes Beton-Fertigteil, insbesondere zur Verwendung in einem erfindungsgemäßen Bauwerk anzugeben.The invention is based on the object, an improved over the prior art device for storing urns and an improved precast concrete part, in particular for use in a construction according to the invention specify.

Die Aufgabe wird erfindungsgemäß gelöst durch die Merkmalskombination gemäß Anspruch 1.The object is achieved by the combination of features according to claim 1.

Vorteilhafte Ausgestaltungen der Erfindung sind Gegenstand der Unteransprüche.Advantageous embodiments of the invention are the subject of the dependent claims.

Das erfindungsgemäße Bauwerk zur Aufbewahrung von Urnen ist als ein begehbares räumliches Gebilde ausgebildet, wobei an der Oberfläche dieses Bauwerks Aussparungen übereinander und nebeneinander angeordnet sind, in welche Urnen einschiebbar sind. Dadurch kann bei Ausnutzung einer bestimmten Grundfläche des Bauwerks eine gegenüber Friedhöfen mit üblichem Abstand zwischen einzelnen Urnen deutlich größere Anzahl von Urnen aufgenommen werden.The building according to the invention for the storage of urns is designed as a walk-in spatial structure, wherein on the surface of this structure recesses are arranged one above the other and side by side, in which urns are inserted. As a result, when using a certain footprint of the building a cemeteries with a conventional distance between individual urns significantly larger number of urns can be added.

Die Erfindung sieht vor, dass die Oberfläche des Bauwerks zumindest teilweise aus Beton-Fertigteilen gebildet wird. Dadurch sind sehr große Bauwerke auf einfache Weise herstellbar und auf einfache Weise begrünbar. Vorzugsweise enthalten die Beton-Fertigteile jeweils wenigstens eine Rückverankerung zur Gewährleistung einer ausreichenden Standsicherheit. Diese Rückverankerungen sind besonders bevorzugt zur Einleitung von Kräften in Füllstoff, Erde oder sonstiges schüttbares Baumaterial geeignet, so dass auf einfache Weise analog zur Herstellung von steilen Böschungen Formsteine nach dem Prinzip der bewehrten Erde verankert werden. Damit sind sehr hohe gebäudeartige Bauwerke auf einfache Weise herstellbar. Besonders bevorzugt sind als Rückverankerungen Geokunststoffe angeordnet, so dass das Bauwerk zumindest bereichsweise nach dem System kunststoffbewehrter Erde ausgeführt werden kann.The invention provides that the surface of the structure is at least partially formed of precast concrete parts. As a result, very large structures can be produced in a simple manner and can be planted in a simple manner. Preferably, the precast concrete parts each contain at least one back anchoring to ensure adequate stability. These back anchors are particularly preferably suitable for introducing forces into filler, earth or other pourable building material, so that in a simple way analogous to the production of steep slopes shaped stones are anchored on the principle of reinforced soil. This makes it possible to produce very high building-like structures in a simple manner. Geoplastics are particularly preferably arranged as back anchors, so that the structure can be executed at least in some areas according to the system reinforced plastic soil.

Zumindest einige der Beton-Fertigteile weisen an ihrer luftseitigen Oberfläche eine Aussparung zum Einschieben von Gegenständen auf; dadurch können Aussparungen mit genormten Größen für genormte Urnen vorgehalten werden, so dass die Urnen sauber und sicher aufgenommen werden können. Vorzugsweise sind dazu die aufzunehmenden Urnen und die Aussparungen der Beton-Fertigteile zylinderförmig ausgebildet, wobei die Tiefe der Aussparungen besonders bevorzugt größer ist als die Länge der einzuschiebenden Urne. Luftseitig ist als Außenwandseite und optional als Innenwandseite zu verstehen.At least some of the precast concrete parts have on their air-side surface a recess for the insertion of objects; As a result, recesses of standardized sizes can be stored for standardized urns, so that the urns can be picked up cleanly and safely. Preferably, the urns to be accommodated and the recesses of the precast concrete parts are cylindrical in shape, with the depth of the recesses being particularly preferably greater than the length of the recesses urn to be inserted. Air side is to be understood as an outer wall side and optionally as an inner wall side.

Eine Ausgestaltung des erfindungsgemäßen Bauwerks sieht vor, dass sich dessen äußere Kontur nach oben vertikal verläuft, so dass vertikale Wände gebildet werden. Eine alternative Ausgestaltung des erfindungsgemäßen Verfahrens sieht vor, dass die äußere Kontur des Bauwerks sich nach oben verjüngt. Dadurch gelingen eine ansprechende Gestaltung und auf einfache Weise die Ermöglichung der Aufnahme einer besonders großen Anzahl von Urnen, ohne dass die Oberfläche des Bauwerks zur Aufnahme von Urnen vollständig ungenutzt bleibt. Nach einer Weiterbildung dieser Ausgestaltung des erfindungsgemäßen weist das Bauwerk zumindest abschnittsweise die Form einer Pyramide, eines Pyramidenstumpfes, eines Kegels oder eines Kegelstumpfes auf; damit wird die Oberfläche des Bauwerks im günstigsten Fall vollständig zur Aufnahme von Urnen genutzt, ohne dass eine ungenutzte obere Oberfläche verbleibt.An embodiment of the building according to the invention provides that its outer contour extends vertically upwards, so that vertical walls are formed. An alternative embodiment of the method according to the invention provides that the outer contour of the structure tapers upwards. As a result, an appealing design and in a simple manner make it possible to accommodate a particularly large number of urns, without the surface of the structure for receiving urns remains completely unused. According to a development of this embodiment of the invention, the structure has at least partially the shape of a pyramid, a truncated pyramid, a cone or a truncated cone on; so that the surface of the structure is used in the best case completely for the reception of urns, without an unused upper surface remains.

Eine andere Weiterbildung des erfindungsgemäßen Bauwerks sieht vor, dass dieses von außen begehbar ist. Begehbarkeit soll so verstanden werden, dass das Bauwerk sowohl ohne besondere Maßnahmen zu Fuß zu besteigen ist, wie beispielsweise über Treppen, als auch unter Verwendung von Aufzügen, Liften oder weiteren mechanischen Hilfsmitteln von Menschen betreten oder auf sonstige Weise erreicht werden kann, um Urnen in Aussparungen wie Löcher oder Vertiefungen einzuschieben oder einzulegen. Dabei ist vorteilhaft, dass nahezu jede oder tatsächlich jede Stelle der Oberfläche des Bauwerks zum Einschieben von Urnen nutzbar und erreichbar ist.Another development of the building according to the invention provides that this is accessible from the outside. Accessibility should be understood to mean that the structure can be climbed on foot without special measures, such as by stairs, or by using lifts, lifts or other mechanical aids by people or otherwise can be achieved in order to urns in Insert or insert recesses such as holes or depressions. It is advantageous that virtually any or every point of the surface of the building for insertion of urns is available and accessible.

Eine andere Weiterbildung der Erfindung sieht vor, dass das Bauwerk von innen begehbar ist. Dadurch können auch innerhalb des Bauwerks weitere Aussparungen angeordnet werden, so dass die Anzahl aufnehmbarer Urnen weiter vergrößert werden kann. Vorzugsweise ist das Bauwerk dabei ein für den Aufenthalt von Menschen geeignetes Gebäude; das heißt dass das Bauwerk nicht nur zur Aufbewahrung von Urnen sondern auch zur Anordnung von Räumen wie Gedenkräumen nutzbar ist. Vorzugsweise sind die Aussparungen für die Urnen an einer inneren und an der äußeren Oberfläche des Bauwerks angeordnet, wodurch besonders viele Urnen aufgenommen werden können.Another development of the invention provides that the building is accessible from the inside. As a result, further recesses can be arranged within the structure, so that the number of receivable urns can be further increased. Preferably, the building is a suitable for the residence of people building; This means that the building can be used not only for the storage of urns but also for the arrangement of rooms such as memorial rooms. Preferably, the recesses for the urns are arranged on an inner and on the outer surface of the structure, whereby a particularly large number of urns can be accommodated.

Besonders bevorzugt ist die Oberfläche des Bauwerks begrünbar, wodurch ein ansprechender optischer Eindruck erzielt wird, der einer Begrünung üblicher Friedhöfe angelehnt sein kann.Particularly preferably, the surface of the structure can be planted, whereby an appealing visual impression is achieved, which may be based on a greening of conventional cemeteries.

Eine andere Weiterbildung der Erfindung sieht vor, dass in dem Bauwerk ein begehbares Erdgeschoss und ein begehbares Untergeschoss angeordnet sind und dass Aussparungen zur Aufnahme von Urnen an den inneren Oberflächen im Erdgeschoss und im Untergeschoss sowie an der äußeren Oberfläche des Bauwerks angeordnet sind. Damit wird eine Grabstätte geschaffen, die mehrgeschossig ausgebildet ist und bezogen auf ihr Volumen eine sehr große Oberfläche mit einer Vielzahl von Aussparungen zur Aufbewahrung von Urnen aufweist. Vorzugsweise ist zusätzlich ein begehbares oberes Geschoss angeordnet, das mit einem inneren Aufzug erreichbar sein kann.Another development of the invention provides that a walk-in ground floor and a walk-in basement are arranged in the building and that recesses for receiving urns are arranged on the inner surfaces on the ground floor and in the basement and on the outer surface of the building. Thus, a tomb is created, which is multi-storey and based on their volume has a very large surface with a variety of recesses for storage of urns. Preferably, an accessible upper floor is additionally arranged, which can be reached with an inner elevator.

Das Beton-Fertigteil, das zur Verwendung in einem der vorab beschriebenen Bauwerke geeignet ist, weist eine Rückverankerung auf, die aus einem Geokunststoff gebildet ist. Dadurch ist das Beton-Fertigteile nach dem System bewehrter Erde dauerhaft verankerbar. Das Beton-Fertigteil weist an seiner in eingebauten Zustand luftseitigen Oberfläche erfindungsgemäß eine Aussparung zum Einschieben von Urnen auf. Diese Aussparung ist von der luftseitigen Oberfläche nach innen von oben nach unten geneigt ausgebildet. Dadurch gelingt es, dass Urnen, insbesondere standardisierte Urnen, nach ihrem Einführen in die Aussparung selbstständig zum Tiefpunkt der Aussparung gleiten oder rollen und sich nach Erreichen des Tiefpunktes in stabiler Lage befinden. Anschließend kann optional die mit der Urne bestückte Aussparung verfüllt werden, beispielsweise mit Beton, Mörtel oder Erde. Entscheidend ist, dass das Beton-Fertigteil ein Formstein ist, der sowohl statische als auch konstruktive Funktion hat: Dieser Formstein hat statische Trag- oder Stützfunktion und die konstruktive Funktion, als Aufbewahrungselement zu dienen.The prefabricated concrete element suitable for use in any of the previously described structures has a back anchor formed of a geosynthetic material. As a result, the concrete precast elements can be permanently anchored according to the system of reinforced soil. The precast concrete part has, according to the invention, a recess for inserting urns on its air-side surface when installed. This recess is formed by the air-side surface inclined inwards from top to bottom. This makes it possible that urns, in particular standardized urns, after their introduction into the recess, slide or roll independently to the lowest point of the recess and are in a stable position after reaching the low point. Subsequently, optionally filled with the urn recess can be filled, for example, with concrete, mortar or soil. It is crucial that the prefabricated concrete part is a molded block that has both static and constructive function: This molded block has static support or support function and the constructive function of serving as a storage element.

Durch die Verwendung eines beschriebenen Bauwerks zur Aufbewahrung von Urnen gelingt die Nutzung der Erfindung als besonders effiziente Grabstätte, insbesondere für genormte Urnen. Durch eine alternative Verwendung eines beschriebenen Bauwerks zur Aufbewahrung von Gegenständen gelingt die Nutzung der Erfindung als besonders effizientes Aufbewahrungssystem, insbesondere für genormte Gegenstände.By using a described structure for the storage of urns, the use of the invention succeeds as a particularly efficient tomb, especially for standard urns. By an alternative use of a described structure for the storage of objects, the use of the invention succeeds as a particularly efficient storage system, especially for standardized objects.

Einige Ausführungsbeispiele der Erfindung werden im Folgenden anhand von Figuren näher erläutert.Some embodiments of the invention are explained in more detail below with reference to figures.

Darin zeigen:

Figur 1a
eine Schnittdarstellung einer ersten Ausführungsform eines erfindungsgemäßen Bauwerks,
Figur 1b
einen zugehörigen Ausschnitt
Figur 1c
eine vergrößerte Darstellung dieses Ausschnittes
Figur 2
eine zu Figur 1a gehörige Draufsicht,
Figur 3
drei Ausführungsformen von Fertigteilen für das erfindungsgemäße Bauwerk und
Figur 4
perspektivische Ansichten alternativer Ausführungsformen des erfindungsgemäßen Bauwerks.
Show:
FIG. 1a
a sectional view of a first embodiment of a structure according to the invention,
FIG. 1b
an associated section
Figure 1c
an enlarged view of this detail
FIG. 2
one too FIG. 1a belonging top view,
FIG. 3
three embodiments of precast for the building according to the invention and
FIG. 4
perspective views of alternative embodiments of the structure according to the invention.

Figur 1a zeigt einen Vertikalschnitt durch ein erfindungsgemäßes Bauwerk 1, das als pyramidenförmiger Baukörper mit quadratischer Grundfläche ausgebildet ist. Die Kantenlänge der Grundfläche beträgt 30m, die Höhe der Pyramide beträgt ca. 32m. Das Gebäude umfasst ein Erdgeschoss 6, das über einen Eingang 6.1 zugänglich ist, ein Untergeschoss 7 sowie ein oberes Geschoss 8, welches mittels eines Aufzuges 9 mit dem Erdgeschoss 6 und dem Untergeschoss 7 verbunden ist. Die äußere Oberfläche der Pyramide wird in dem Bereich zwischen Geländeoberkante und - unterkante des oberen Geschosses 8 durch eine Vielzahl jeweils lagenweise angeordneter Fertigteil 3 gebildet. Die Fertigteile 3 sind aus Stahlbeton gefertigt und weisen eine Rückverankerung 4 auf, mit der sie in einem Erdkörper aus schüttbarem Material 5 verankert sind. Nicht nur die äußere Oberfläche der Pyramide, sondern auch die inneren Flächen, die die Begrenzung von Erdgeschoss 6 und Untergeschoss 7 bilden, sind unter Verwendung von Fertigteilen 3 hergestellt, wobei auch hier jedes Fertigteil 3 mit einer Rückverankerung 4 im Erdkörper 5 verankert ist. Die Außenwandkonstruktion des Erdgeschosses 6 ist dadurch faktisch durch einen befestigten Erdkörper gebildet, der beidseitig durch Fertigteile 3 aus Beton begrenzt wird. Dabei sind die Fertigteile 3 an den inneren Wänden von Erdgeschoss 6 und Untergeschoss 7 jeweils lagenweise unmitteilbar übereinander angeordnet, während die Fertigteile 3 für die äußere Oberfläche der Pyramide zwar ebenfalls lagenweise angeordnet sind, wobei jedoch zwischen den einzelnen Lagen von Fertigteilen 3 unter anderem Mutterboden 5.1 angeordnet ist. Die Anordnung des Mutterbodens 5.1 erfolgt insbesondere in dem unmittelbar oberflächennahen Bereich der äußeren Oberfläche der Pyramide. FIG. 1a shows a vertical section through an inventive building 1, which is designed as a pyramid-shaped structure with a square base. The edge length of the base is 30m, the height of the pyramid is about 32m. The building comprises a ground floor 6, which is accessible via an entrance 6.1, a basement 7 and an upper floor 8, which by means of a lift 9 is connected to the ground floor 6 and the basement 7. The outer surface of the pyramid is formed in the area between the upper edge of the ground and lower edge of the upper projectile 8 by a multiplicity of prefabricated parts 3 arranged in each case in layers. The finished parts 3 are made of reinforced concrete and have a back anchoring 4, with which they are anchored in an earth body of pourable material 5. Not only the outer surface of the pyramid, but also the inner surfaces that form the boundary of the ground floor 6 and basement 7, are manufactured using precast 3, wherein each finished part 3 is anchored with a back anchor 4 in the earth body 5 here. The outer wall construction of the ground floor 6 is thereby in fact formed by a fixed earth body, which is bounded on both sides by precast concrete elements 3. In this case, the finished parts 3 on the inner walls of the ground floor 6 and basement 7 are arranged in layers undetachably one above the other, while the finished parts 3 for the outer surface of the pyramid are also arranged in layers, but between the individual layers of precast 3 among other topsoil 5.1 is arranged. The arrangement of the topsoil 5.1 takes place in particular in the immediately near-surface region of the outer surface of the pyramid.

Durch die Verwendung der Fertigteile 3 mit den Rückverankerungen 4, die in dem aufgeschütteten und lagenweise verdichteten Erdkörper 5 verankert sind, gelingt auf einfache Weise die Schaffung eines pyramidenförmigen Gebäudes mit der Höhe eines achtgeschossigen Hochhauses; dieses Gebäude ist an mehr als 50% seiner äußeren Oberfläche begrünbar und ermöglicht daher ein untypisches ästhetisches Erscheinungsbild. Das obere Geschoss 8 der Pyramide bildet den oberen Abschluss des lagenweise aufgeschütteten und verdichteten Erdkörpers 5, wobei das obere Geschoss 8 auf einer den Erdkörper 5 abdeckenden Stahlbetonblatte errichtet ist und die Pyramidenform aufnimmt; dazu ist eine Dachkonstruktion 10 angeordnet, die ihrerseits pyramidenförmig ausgebildet ist. An dieser Dachkonstruktion 10 sind Elemente zur Verschattung 11 angeordnet, die gleichzeitig als Regenschutz für die äußeren Bereiche des oberen Geschosses 8 dienen. An der äußeren Oberfläche der Pyramide ist eine Fahrschiene 12 angeordnet, mit der ein Lift 13 an der äußeren Oberfläche der Pyramide verfahrbar ist; mit diesem Lift 13 können Personen und Urnen 2 zu bestimmten Fertigteilen 3 transportiert werden, insbesondere um die jeweilige Urne in einer Aussparung 3.1 zu versenken.By using the finished parts 3 with the rear anchors 4, which are anchored in the piled up and densified layer of soil 5, manages to create a pyramid-shaped building with the height of an eight-story high-rise building in a simple manner; This building can be planted on more than 50% of its outer surface and therefore allows an atypical aesthetic appearance. The upper floor 8 of the pyramid forms the upper end of the layered heaped and compacted earth body 5, wherein the upper floor 8 is erected on a the Erdkörper 5 covering reinforced concrete sheet and takes the pyramid shape; For this purpose, a roof structure 10 is arranged, which in turn is pyramid-shaped. At this roof structure 10 elements for shading 11 are arranged, which also serve as a rain cover for the outer regions of the upper floor 8. On the outer surface of the pyramid, a running rail 12 is arranged, with which a lift 13 at the outer Surface of the pyramid is movable; With this lift 13 people and urns 2 can be transported to certain finished parts 3, in particular to sink the respective urn in a recess 3.1.

Als besonders vorteilhaft hat sich erwiesen, im Bereich des Erdgeschosses 6 die Verankerungen 4 der Formsteine 3 der äußeren Oberfläche mit den Verankerungen 4 der Formsteine 3 der inneren Oberfläche des Erdgeschosses 6 überlappend auszubilden, weil dadurch Verschiebungen der so gesicherten Formsteine 3 in horizontaler Errichtung im wesentlichen verhindert werden; üblicherweise stellen sich bei vorbekannten Verankerungen von Formsteinen 3 mittels Rückverankerungen 4 in üblichen Erdkörpern bis zur Aktivierung der erforderlichen Rückverankerungskraft unerwünschte Verschiebungen der Fertigteile 3 in horizontaler Richtung ein. In dem Bereich der Pyramide oberhalb des Erdgeschosses 6 kann eine Verschiebung der Formsteine 3 in horizontaler Richtung dadurch wesentlich reduziert werden, dass die Verankerungen 4 von Formsteinen 3 jeweils gegenüberliegender Pyramidenseiten ebenfalls überlappend auf der jeweils zuletzt eingebauten Schicht schüttbaren Materials 5 überlappend verlegt werden.In the area of the ground floor 6, it has proved particularly advantageous to make the anchors 4 of the shaped blocks 3 of the outer surface overlapping with the anchors 4 of the shaped bricks 3 of the inner surface of the ground floor 6, because thereby displacements of the thus-secured shaped bricks 3 in a horizontal construction are substantially effected be prevented; Usually, in known anchorages of molded blocks 3 by means of rear anchors 4 in conventional earth bodies to the activation of the required Rückverankerungskraft unwanted displacements of the finished parts 3 in the horizontal direction. In the region of the pyramid above the ground floor 6, a displacement of the molded blocks 3 in the horizontal direction can be significantly reduced by the anchors 4 of molded bricks 3 each of opposing pyramid sides are also overlapping laid overlapping on the last built-layer layer of pourable material 5.

Es ist sinnvoll, dass die Verankerungen 4 von Formsteinen 3 jeweils gegenüberliegender Seiten des Bauwerks ebenfalls überlappend auf der jeweils zuletzt eingebauten Schicht schüttbaren Materials 5 überlappend verlegt werden, insbesondere auch dann, wenn das erfindungsgemäße Bauwerk nicht pyramidenförmig ausgebildet ist. Dadurch kann die Verschiebung der Formsteine 3 in horizontaler Richtung für erfindungsgemäße, mit Fertigteilen errichtete Bauwerke beliebiger äußerer Gestalt wesentlich reduziert werden.It makes sense that the anchors 4 of shaped bricks 3 respectively of opposite sides of the building are also overlapping laid overlapping on the last installed layer of pourable material 5, in particular, even if the building according to the invention is not pyramidal. As a result, the displacement of the shaped bricks 3 in the horizontal direction can be substantially reduced for prefabricated structures according to the invention of any outer shape.

Figur 1b zeigt eine Vergrößerung der äußeren Oberfläche der Pyramide mit einzelnen Lagen von Fertigteilen 3, wobei jeweils hinter den Fertigteilen 3 Erde lagenweise als schüttbares Material 5 eingebracht wurde und lagenweise verdichtet wurde. Die in die Fertigteile 3 einbetonierten Rückverankerungen 4 sind zur besseren Übersicht hier nicht dargestellt. Zwischen den Fertigteilen 3 sind ebenfalls Schichten von schüttbarem Material 5 angeordnet, wobei im inneren Bereich der Pyramide übliche, verdichtbare Erde aufgeschüttet und lagenweise verdichtet wurde, während zwischen den einzelnen Lagen von Fertigteilen 3 Schotter 5.2 eingebaut und verdichtet wurde. Der Schotter 5.2 ist nicht nur gut verdichtbar, sondern auch sehr tragfähig und neigt unter Druckbeanspruchung kaum zur Deformation; dadurch wird eine vertikale Verformung im Bereich der äußeren Pyramidenfläche weitgehend verhindert. Im unmittelbar oberflächennahen Bereich der Lagen schüttbaren Materials 5, die zwischen den Fertigteilen 3 angeordnet sind, ist Mutterboden 5.1 angeordnet. Der Mutterboden 5.1 weist eine geringe Tragfähigkeit auf und dient insbesondere als Basis für eine Begrünung der Oberfläche der Pyramide. FIG. 1b shows an enlargement of the outer surface of the pyramid with individual layers of precast 3, wherein in each case behind the finished parts 3 earth layer by layer was introduced as pourable material 5 and compressed in layers. The embedded in the finished parts 3 rear anchors 4 are not shown here for clarity. Between the finished parts 3 layers of pourable material 5 are also arranged, wherein in the inner region of the pyramid conventional, compactable soil was poured and compacted in layers, while between the individual layers of precast 3 ballast 5.2 was installed and compacted. The ballast 5.2 is not only easy to compact, but also very stable and hardly prone to deformation under pressure; This largely prevents vertical deformation in the area of the outer pyramid surface. In the immediate near-surface region of the layers of pourable material 5, which are arranged between the finished parts 3, topsoil 5.1 is arranged. The topsoil 5.1 has a low load capacity and serves in particular as the basis for a greening of the surface of the pyramid.

Figur 1c zeigt eine weitere Vergrößerung von Figur 1b. Hier ist die Konstruktion dargestellt, mit der insbesondere die Schichten schüttbaren Materials 5 zwischen den Fertigteilen 3 eingebaut werden. Nach dem Einbau des unten dargestellten Fertigteils 3 wurde zunächst eine abgewinkelte Bewehrungsmatte 5.3 mit ihrem unteren Schenkel auf das Fertigteil 3 aufgestellt. Der vordere Schenkel der Bewehrungsmatte 3 ist entsprechend dem geplanten Neigungswinkel der Oberfläche der Pyramide abgewinkelt. Hinter diesem aufrechtem Schenkel der Bewehrungsmatte 5.3 ist eine engmaschige Lage eines Geokunststoffs 5.4 angeordnet; dieses Geokunststoff 5.4, welches von der Bewehrungsmatte 5.3 mechanisch gehalten wird, dient dazu, den hinter dem geplanten äußeren Oberflächenbereich der Pyramide aufgeschütteten Mutterboden 5.1 so zu fixieren, dass dieser nicht ausgespült werden kann. Nach dem Aufschütten des Mutterbodens 5.1, wobei entlang der äußeren Fläche der geplanten Pyramide ein im wesentlichen prismenförmiger Schüttkörper entsteht, wird zunächst im Bereich hinter dem unten dargestellten Fertigteil 3 oberhalb dieses Fertigteils 3 das schüttbare Material 5 aufgeschüttet; dabei stellt sich der als rechte Begrenzung dargestellte Schüttwinkel des schüttbaren Materials 5 ein. Anschließend wird zwischen dem schüttbaren Material 5 und dem aufgeschütteten Mutterboden 5.1 Schotter 5.2 aufgeschüttet; anschließend werden die aufgeschütteten Materialien 5, 5.1, 5.2, die bereits während der Aufschüttung lagenweise verdichtet wurden, endverdichtet. Die Aufschüttung des Schotters 5.2 zwischen dem unten dargestellten Fertigteil 3 und dem oben dargestellten Fertigteil 3 dient insbesondere dazu, zwischen den Fertigteilen in vertikaler Richtung eine gute Tragfähigkeit sicher zu stellen. Figure 1c shows a further enlargement of FIG. 1b , Here, the construction is shown with which in particular the layers of pourable material 5 are installed between the finished parts 3. After installation of the finished part 3 shown below, first an angled reinforcement mat 5.3 was placed with its lower leg on the finished part 3. The front leg of the reinforcement mat 3 is angled in accordance with the planned angle of inclination of the surface of the pyramid. Behind this upright leg of the reinforcing mat 5.3 is a close-meshed layer of geosynthetic 5.4 arranged; This geosynthetics 5.4, which is mechanically held by the reinforcing mat 5.3, serves to fix the rear of the planned outer surface area of the pyramid topsoil 5.1 so that it can not be flushed out. After filling the topsoil 5.1, wherein along the outer surface of the planned pyramid, a substantially prism-shaped bulk body is formed, the pourable material 5 is initially poured in the area behind the prefabricated part 3 shown below above this finished part 3; In this case, the angle of repose of the pourable material 5, which is shown as the right-hand limit, sets in. Subsequently, between the pourable material 5 and the topsoil 5.1 ballast 5.2 heaped up; Subsequently, the bulk materials 5, 5.1, 5.2, which were already densified in layers during the landfill, final compressed. The bedding of the ballast 5.2 between the finished part 3 shown below and the prefabricated part 3 shown above is used in particular to ensure a good load capacity between the precast elements in the vertical direction.

Figur 2 zeigt eine schematische Draufsicht auf eine fertige Pyramide. Dabei sind die Grenzen zwischen Fertigteilen 3 und der begrünbaren Oberfläche 5.1 nicht dargestellt. Gezeigt sind hier die an den luftseitigen Oberflächen der Fertigteile 3 angeordneten Aussparungen 3.1, die zur Aufnahme von Urnen dienen. Die hier dargestellte Pyramide weist an ihrer Oberfläche insgesamt 372 Aussparungen auf. In der Draufsicht sind des Weiteren der Eingang 6.1 sowie der Aufzug 9 dargestellt, wobei der Aufzug 9 in der Draufsicht nicht sichtbar ist; seine Darstellung erfolgt hier zur Erläuterung seiner Lage im Grundriss. FIG. 2 shows a schematic plan view of a finished pyramid. The boundaries between finished parts 3 and the greenable surface 5.1 are not shown. Shown here are arranged on the air-side surfaces of the finished parts 3 recesses 3.1, which serve to hold urns. The pyramid shown here has a total of 372 recesses on its surface. In addition, the input 6.1 and the elevator 9 are shown in plan view, the elevator 9 not being visible in the plan view; his presentation is here to explain his position in the floor plan.

Figur 3a zeigt in Seitenansicht sowie in Draufsicht das für die äußere Oberfläche der Pyramide verwendete Fertigteil 3 mit einer Aussparung 3.1. Die Aussparung 3.1 ist im Wesentlichen quaderförmig ausgebildet und im Winkel nach unten geneigt, damit in die Aussparung 3.1 eingelegte Urnen allein durch die Schwerkraft sicher fixiert sind. In das dargestellte Fertigteil 3 ist eine Rückverankerung 4 einbetoniert. Die Rückverankerung 4 ist mit einer Länge ausgebildet, die zur sicheren Verankerung im Erdkörper erforderlich ist. Alternativ ist es auch möglich, die in das Fertigteil 3 einbetonierte Rückverankerung 4 mit einer kurzen Länge auszubilden und eine weitere Rückverankerung mit der einbetonierten Rückverankerung kurzer Länge zu verbinden. FIG. 3a shows in side view and in plan view, the finished part 3 used for the outer surface of the pyramid with a recess 3.1. The recess 3.1 is substantially parallelepiped-shaped and inclined at an angle downwards so that urns inserted in the recess 3.1 are securely fixed solely by gravity. In the prefabricated part 3 shown, a back anchoring 4 is embedded in concrete. The rear anchoring 4 is formed with a length that is required for secure anchoring in the earth. Alternatively, it is also possible to form the cast-embedded in the finished part 3 rear anchoring 4 with a short length and to connect another back anchoring with the cast-in anchorage short length.

Figur 3b zeigt eine Seitenansicht und eine Unteransicht des in Figur 1a dargestellten Fertigteils 3 im Bereich der inneren Wand des Erdgeschosses 6. Der Neigungswinkel zwischen der inneren Oberfläche des Fertigteils 3 und der Vertikalen ist gleich dem entsprechendem Neigungswinkel des in Figur 3a und Figur 1a gezeigten Fertigteils 3. Die in dem hier gezeigten Fertigteil 3 angeordnete Aussparung 3.1 ist ebenfalls nach unten geneigt quaderförmig ausgebildet, damit auch in die Innenwand Urnen eingelegt werden können. FIG. 3b shows a side view and a bottom view of the in FIG. 1a The finished part 3 in the region of the inner wall of the ground floor 6. The angle of inclination between the inner surface of the finished part 3 and the vertical is equal to the corresponding inclination angle of the in FIG. 3a and FIG. 1a The arranged in the precast element 3 shown here recess 3.1 is also inclined downwardly formed cuboid, so that in the inner wall urns can be inserted.

Figur 3c zeigt eine perspektivische Ansicht sowie eine Seitenansicht eines einzelnen Fertigteils 3, welches in Figur 1a im Bereich des Untergeschosses 7 verwendet wird. Das hier gezeigte Fertigteil 3 ist quaderförmig ausgebildet, so dass sich im Untergeschoss eine vertikale Wandfläche ergibt. Figure 3c shows a perspective view and a side view of a single finished part 3, which in FIG. 1a is used in the area of the basement 7. The prefabricated part 3 shown here is cuboid, so that in Basement gives a vertical wall surface.

Figur 4 zeigt zwei alternative Ausführungsformen des erfindungsgemäßen Bauwerks, wobei links eine Pyramide mit quadratischem Grundriss dargestellt ist. Vorzugsweise beträgt die Kantenlänge a etwa 30m und der Neigungswinkel a beträgt 65°, so dass die Höhe der vorzugsweise verwendeten Pyramide etwa 32,2 m beträgt. Es ist jedoch auch möglich, andere Neigungswinkel, zum Beispiel 50°, 55°, 60° oder 70° zu verwenden. Es ist auch möglich, andere Kantenlängen zu verwenden, insbesondere zwischen einer Länge von 10 m und 40 m. Rechts ist in Figur 4 eine weitere mögliche Ausführungsform des erfindungsgemäßen Bauwerks, nämlich ein Kreiskegel mit einem Radius r, einem Neigungswinkel β sowie der Kegelhöhe h gezeigt. Zur Herstellung eines im wesentlichen etwa kreiskegelförmigen Bauwerks ist es möglich, Fertigteile 3 zu verwenden, die eine ebene luftseitige Fläche aufweisen, so dass die Oberfläche des im wesentlichen etwa kreiskegelförmigen Bauwerks in kleinen Bereichen abschnittsweise eben ausgebildet ist. Für die Herstellung des erfindungsgemäßen Bauwerks in Form einer Pyramide ist es möglich, im Bereich der Kanten spezielle Fertigteile 3 zu verwenden, welche zwei luftseitig sich verschneidende Ebenen als äußere Oberflächen aufweisen. FIG. 4 shows two alternative embodiments of the building according to the invention, wherein on the left a pyramid is shown with a square plan. Preferably, the edge length a is about 30m and the inclination angle a is 65 °, so that the height of the pyramid preferably used is about 32.2 m. However, it is also possible to use other angles of inclination, for example 50 °, 55 °, 60 ° or 70 °. It is also possible to use other edge lengths, especially between a length of 10 m and 40 m. Right is in FIG. 4 another possible embodiment of the structure according to the invention, namely a circular cone with a radius r, an inclination angle β and the cone height h shown. For the production of a substantially approximately circular conical structure, it is possible to use finished parts 3, which have a flat air-side surface, so that the surface of the substantially approximately circular conical structure is formed flat in sections in small areas. For the production of the building according to the invention in the form of a pyramid, it is possible to use in the region of the edges special finished parts 3, which have two air side intersecting planes as outer surfaces.

Zur Herstellung des erfindungsgemäßen Bauwerks ist es möglich, benachbarte Fertigteile 3 miteinander zu verbinden, um horizontale Verschiebungen in jeweils einer Lage von Fertigteilen 3 im Wesentlichen zu verhindern.To produce the building according to the invention, it is possible to connect adjacent prefabricated parts 3 with each other in order to prevent horizontal displacements in each case a layer of finished parts 3 substantially.

BEZUGSZEICHENLISTELIST OF REFERENCE NUMBERS

11
Bauwerkbuilding
22
Urneurn
33
Fertigteil
  • 3.1 Aussparung
precast
  • 3.1 recess
44
Rückverankerungback anchoring
55
schüttbares Material
  • 5.1  Mutterboden
  • 5.2  Schotter
  • 5.3  Bewehrungsmatte
  • 5.4  Geokunststoff
pourable material
  • 5.1 topsoil
  • 5.2 gravel
  • 5.3 Reinforcement mat
  • 5.4 Geosynthetics
66
Erdgeschoss
  • 6.1  Eingang
  • 6.2  Stahlbetondecke
ground floor
  • 6.1 input
  • 6.2 Reinforced concrete floor
77
Untergeschossbasement
88th
Oberes GeschossUpper floor
99
Aufzugelevator
1010
Dachtop, roof
1111
Verschattungshading
1212
Fahrschienerunning rail
1313
Liftlift
aa
Kantenlänge der GrundflächeEdge length of the base area
hH
Höheheight
rr
Radiusradius

Claims (11)

  1. Structure (1) for storing urns (2), wherein the structure (1) is an accessible three-dimensional structure having an outer and optionally an inner surface and wherein openings (3.1) into which urns (2) are insertable are arranged on the outer and optionally on the inner surface of the structure (1), characterized in that the structure (1) has an earth body and in that the surface of the structure (1) is at least partially formed from prefabricated concrete parts (3) and in that at least some prefabricated concrete parts (3) in each case have at least one back anchoring (4) which is anchored in the earth body (5), wherein geoplastics (5.4) are arranged as back anchoring (4) and the structure (1) is embodied at least in certain regions according to the system of plastics-reinforced earth and at least some of the prefabricated concrete parts (3) have on their airside surface an opening (3.1) for the insertion of urns (2).
  2. Structure according to Claim 1, characterized in that its outer contour tapers upwardly.
  3. Structure according to Claim 2, characterized in that the structure (1) has at least in certain portions the shape of a pyramid, a truncated pyramid, a cone or a truncated cone.
  4. Structure according to one of the preceding claims, characterized in that the structure (1) is accessible from outside.
  5. Structure according to one of the preceding claims, characterized in that the structure (1) is accessible from inside.
  6. Structure according to one of the preceding claims, characterized in that the structure (1) is a building which is suitable for people to stop in.
  7. Structure according to one of the preceding claims, characterized in that the openings are arranged on an inner surface and on the outer surface of the structure (1).
  8. Structure according to one of the preceding claims, characterized in that greenery can be planted on the surface of the structure (1).
  9. Structure according to one of the preceding claims, characterized in that an accessible ground floor (6) and an accessible basement (7) are arranged in the structure (1) and in that openings for receiving urns (2) are arranged on the inner surfaces in the ground floor (6) and in the basement (7) and also on the outer surface of the structure, wherein the openings (3.1) are designed to be inclined inwardly from top to bottom from the air side.
  10. Structure according to Claim 9, characterized in that an accessible upper floor (8) is arranged.
  11. Structure according to one of the preceding claims, characterized in that the back anchorings (4) of the prefabricated concrete parts (3) of in each case opposite sides of the structure (1) are designed in an overlapping manner.
EP08104666.6A 2007-08-04 2008-07-08 Structure for storing urns and concrete prefabricated part Not-in-force EP2022911B1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE200710036965 DE102007036965B4 (en) 2007-08-04 2007-08-04 Building for the storage of urns

Publications (3)

Publication Number Publication Date
EP2022911A2 EP2022911A2 (en) 2009-02-11
EP2022911A3 EP2022911A3 (en) 2011-11-16
EP2022911B1 true EP2022911B1 (en) 2016-01-27

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ID=39865038

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08104666.6A Not-in-force EP2022911B1 (en) 2007-08-04 2008-07-08 Structure for storing urns and concrete prefabricated part

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EP (1) EP2022911B1 (en)
DE (1) DE102007036965B4 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2620817C1 (en) * 2016-03-15 2017-05-30 Сергей Федорович Сидоркин Levitating monument in form of pyramid with image of all-seeing eye

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITVI20090272A1 (en) * 2009-11-09 2011-05-10 Togni Giorgio De CONTAINER FOR THE CONSERVATION OF OBJECTS AND / OR BIOGRAPHICAL AND / OR BIOLOGICAL INFORMATION

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2517805A1 (en) * 1974-04-25 1975-11-06 Finomkeramiaipari Muevek Crematorium sepulchre composed of urn-preserving elements - as assembled structural entity incorporating urn-preserving hollow spaces
CA1247870A (en) * 1985-10-17 1989-01-03 Arnaldo Giardini Concrete retaining wall block
DE3913335A1 (en) * 1989-04-22 1990-10-25 Rolf Hoelzer WALL
ES2155435T3 (en) * 1990-09-16 2001-05-16 Felix Paul Jacklin WORKS AND CORRESPONDING CONSTRUCTION PROCEDURES.
DE4427611A1 (en) * 1994-08-04 1996-02-08 Rudolf Dipl Ing Zarth Urn grave
DE4427610A1 (en) * 1994-08-04 1996-02-08 Zarth Rudolf Dipl Ing Urn grave
US6681534B2 (en) * 2001-04-06 2004-01-27 Pyramid Development Group Llc Pyramid mausoleum and columbarium system and method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2620817C1 (en) * 2016-03-15 2017-05-30 Сергей Федорович Сидоркин Levitating monument in form of pyramid with image of all-seeing eye

Also Published As

Publication number Publication date
DE102007036965B4 (en) 2011-11-10
EP2022911A2 (en) 2009-02-11
DE102007036965A1 (en) 2009-02-19
EP2022911A3 (en) 2011-11-16

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