EP2022911B1 - Structure destinée au stockage d'urnes et pièce préfabriquée en béton - Google Patents

Structure destinée au stockage d'urnes et pièce préfabriquée en béton 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
Authority
EP
European Patent Office
Prior art keywords
urns
structure according
accessible
pyramid
building
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.)
Not-in-force
Application number
EP08104666.6A
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German (de)
English (en)
Other versions
EP2022911A3 (fr
EP2022911A2 (fr
Inventor
Andreas Herold
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Individual
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Individual
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Publication date
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Publication of EP2022911A3 publication Critical patent/EP2022911A3/fr
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Publication of EP2022911B1 publication Critical patent/EP2022911B1/fr
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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.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Residential Or Office Buildings (AREA)
  • Building Environments (AREA)

Claims (11)

  1. Structure (1) destinée au stockage d'urnes (2), la structure (1) étant une structure tridimensionnelle praticable avec une surface extérieure et en option une surface intérieure, et des évidements (3.1) étant disposés au niveau de la surface extérieure et en option de la surface intérieure de la structure (1), dans lesquels évidements des urnes (2) peuvent être introduites, caractérisée en ce que la structure (1) présente un massif de terre et en ce que la surface de la structure (1) est formée au moins en partie à partir de pièces préfabriquées en béton (3) et en ce qu'au moins quelques pièces préfabriquées en béton (3) présentent à chaque fois au moins un ancrage arrière (4) qui est ancré dans le massif de terre (5), des géosynthétiques (5.4) étant prévus en tant qu'ancrage arrière (4), et la structure (1) étant réalisée au moins en partie selon le système de terre armée par synthétiques et au moins certaines des pièces préfabriquées en béton (3) présentant, au niveau de leur surface du côté de l'air, un évidement (3.1) pour l'introduction d'urnes (2).
  2. Structure selon la revendication 1, caractérisée en ce que son contour extérieur se rétrécit vers le haut.
  3. Structure selon la revendication 2, caractérisée en ce que la structure (1) présente au moins en partie la forme d'une pyramide, d'une pyramide tronquée, d'un cône ou d'un cône tronqué.
  4. Structure selon l'une quelconque des revendications précédentes, caractérisée en ce que la structure (1) est praticable depuis l'extérieur.
  5. Structure selon l'une quelconque des revendications précédentes, caractérisée en ce que la structure (1) est praticable depuis l'intérieur.
  6. Structure selon l'une quelconque des revendications précédentes, caractérisée en ce que la structure (1) est un bâtiment approprié pour le séjour de personnes.
  7. Structure selon l'une quelconque des revendications précédentes, caractérisée en ce que les évidements sont disposés au niveau d'une surface intérieure et au niveau de la surface extérieure de la structure (1).
  8. Structure selon l'une quelconque des revendications précédentes, caractérisée en ce que la surface de la structure (1) peut être plantée de végétation.
  9. Structure selon l'une quelconque des revendications précédentes, caractérisée en ce qu'un rez-de-chaussée praticable (6) et un sous-sol praticable (7) sont disposés dans la structure (1) et en ce que des évidements pour recevoir des urnes (2) sont disposés au niveau des surfaces intérieures dans le rez-de-chaussée (6) et dans le sous-sol (7) ainsi qu'au niveau de la surface extérieure de la structure, les évidements (3.1) étant réalisés de manière inclinée de haut en bas depuis le côté de l'air vers l'intérieur.
  10. Structure selon la revendication 9, caractérisée en ce qu'un étage supérieur praticable (8) est prévu.
  11. Structure selon l'une quelconque des revendications précédentes, caractérisée en ce que les ancrages arrière (4) des pièces préfabriquées en béton (3) de côtés opposés respectifs de la structure (1) sont réalisés en chevauchement.
EP08104666.6A 2007-08-04 2008-07-08 Structure destinée au stockage d'urnes et pièce préfabriquée en béton Not-in-force EP2022911B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE200710036965 DE102007036965B4 (de) 2007-08-04 2007-08-04 Bauwerk zur Aufbewahrung von Urnen

Publications (3)

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

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP08104666.6A Not-in-force EP2022911B1 (fr) 2007-08-04 2008-07-08 Structure destinée au stockage d'urnes et pièce préfabriquée en béton

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EP (1) EP2022911B1 (fr)
DE (1) DE102007036965B4 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2620817C1 (ru) * 2016-03-15 2017-05-30 Сергей Федорович Сидоркин Левитирующий памятник в виде пирамиды с изображением всевидящего ока

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITVI20090272A1 (it) * 2009-11-09 2011-05-10 Togni Giorgio De Contenitore per la conservazione di oggetti e/o informazioni biografiche e/o biologiche

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2517805A1 (de) * 1974-04-25 1975-11-06 Finomkeramiaipari Muevek Kolumbarium aus urnenaufbewahrungselementen zur urnenbestattung
CA1247870A (fr) * 1985-10-17 1989-01-03 Arnaldo Giardini Bloc en beton pour mur de soutenement
DE3913335A1 (de) * 1989-04-22 1990-10-25 Rolf Hoelzer Mauer
JP3260366B2 (ja) * 1990-09-16 2002-02-25 パウル イェックリン，フェーリクス 構造物及びその製法並びに構成部材及び構成部材組
DE4427610A1 (de) * 1994-08-04 1996-02-08 Zarth Rudolf Dipl Ing Urnengrab
DE4427611A1 (de) * 1994-08-04 1996-02-08 Rudolf Dipl Ing Zarth Urnengrab
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 (ru) * 2016-03-15 2017-05-30 Сергей Федорович Сидоркин Левитирующий памятник в виде пирамиды с изображением всевидящего ока

Also Published As

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

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