EP1273742B1 - Blindage pour excavation funéraire avec fonction d'aération - Google Patents

Blindage pour excavation funéraire avec fonction d'aération Download PDF

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Publication number
EP1273742B1
EP1273742B1 EP01116312A EP01116312A EP1273742B1 EP 1273742 B1 EP1273742 B1 EP 1273742B1 EP 01116312 A EP01116312 A EP 01116312A EP 01116312 A EP01116312 A EP 01116312A EP 1273742 B1 EP1273742 B1 EP 1273742B1
Authority
EP
European Patent Office
Prior art keywords
grave
procedure
ventilation elements
accordance
ventilation
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.)
Expired - Lifetime
Application number
EP01116312A
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German (de)
English (en)
Other versions
EP1273742A1 (fr
Inventor
Helmut O. Weisser
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Weisser Helmut O
Original Assignee
Weisser Helmut O
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Weisser Helmut O filed Critical Weisser Helmut O
Priority to DE50104545T priority Critical patent/DE50104545D1/de
Priority to AT01116312T priority patent/ATE282752T1/de
Priority to EP01116312A priority patent/EP1273742B1/fr
Publication of EP1273742A1 publication Critical patent/EP1273742A1/fr
Application granted granted Critical
Publication of EP1273742B1 publication Critical patent/EP1273742B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H13/00Monuments; Tombs; Burial vaults; Columbaria
    • E04H13/005Ventilation systems therefor
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments

Definitions

  • the invention relates to a method which consists of a required grave wall support, according to applicable accident prevention regulations, and from ventilation elements exists, is combined. Thereby the elements used for oppression take on a continuous ventilation function of the burial chamber.
  • the grave sheeting used up to now usually consists of metal formwork panels or Wooden planks, which are placed several times one above the other in the horizontal direction and and the foot of the grave are stretched out against each other. To the proper Two or three workers, two of them in the grave room, necessary.
  • the invention described in GB 2 137 257 A deals with the possibility of burial in the narrowest space. Using plastic plates, the various angled and can be put together or a coherent from the start can form complete housing, grave spaces or containers are created that are suitable for holding coffins.
  • Grave chambers which are predominantly made of concrete, are described in DE 41 18 408 Al, become permanent, i.e. H. for several burial intervals, embedded in the floor. Via an opening in the cover plate or in a side part, the for the Decay necessary gas exchange reached. A grave sheeting is then a new one Allocation is no longer necessary.
  • this procedure is due to the enormous Costs and the increased space requirements, as well as the often not available accessibility necessary large equipment, especially in old and narrow cemetery areas, only to a limited extent used.
  • the coffin is broken down due to the absence of earth contact not guaranteed by wood substance. In the traditional western sense, it is Burial in soil is desirable, but this is done through burial chambers that are not filled with earth not taking place.
  • the invention is characterized by a simple construction, practical and quick handling, by only one person.
  • the invention is explained with reference to the attached drawings.
  • the grave to be prepared is dug in a conventional manner, i. H. usually, mechanically with an earth grab attached to an excavator, but also in a so-called Manual excavation, especially when no machines are used in narrow cemetery areas can be.
  • the dimensions for a normal deep grave are approx. 220 x 90 x 160 cm. (For reasons of space, burials in double-deep graves, i.e. two Coffins on top of each other. These graves then have a depth of approx. 220 cm.)
  • two angle brackets (Fig. 2) designed. The two external longitudinal grids fit into the horizontally lying part the angle device that is pulled up at the end. This consists of approx.
  • the part that dips into the burial chamber consists of one or two pieces and is raised in the upper area just above the top of the earth, around the border to give an immovable fixation.
  • Two U-shots can be in different vertical positions. In the upper and the lower U-holder each a horizontal holding and positioning bar (Fig. 3) inserted. This consists of one Metal box profile in the dimension of approx. 100 x 50 x 2000 mm and is for Provide at least 5 recesses (125 x 25 mm) on the outside of the grave, on each Start at 200 mm and then continue every 400 mm.
  • the variable distance of the two U-shots depends on the digging depth (single and double-deep grave).
  • the upper U-mount is about 600 mm below the grave edge in the upper part of the Carrier rail hooked in.
  • For the U-mount to be hung in the lower part is the distance to the upper approx. 500 mm for the normal deep grave and 1100 mm for the double deep grave.
  • the vertical fixation is done by placing it on the bottom of the grave.
  • the cross section has the outside dimension of approx. 120 x 40 mm.
  • the wall thickness depends on the material used. Beginning and The ends are closed with caps, the upper version with an additional removable positioning mark, e.g. B. a round material bent as a bow, can be provided, which allow a clear delimitation of the tomb to the outside.
  • the flat channels are provided on all sides, over the entire length, with openings, which can be holes, slots or pores of different types, through which the air can be introduced or gas exchanged.
  • the nature of the flat channels can be made of different materials such as wood, natural fibers, natural straws, clay, metal, plastic or a combination of the materials mentioned.
  • the ventilation ducts can be removed after the rest period, cleaned and prepared for further burial, provided they have not already decomposed due to self-degrading materials.
  • the installed flat ducts can be connected with horizontally inserted intermediate modules of the same quality.
  • the cavity of the flat channel can also be equipped with an oxygen battery.
  • the oxygen bound on a carrier material dissolves over a longer period of time due to the damp environment in the burial chamber and continuously releases oxygen to the surrounding soil, thereby further improving decomposition.
  • the oxygen tablets stored in a molded cardboard tube are only opened before insertion by pulling off the closures on both sides, using cords guided outwards from the ventilation channels, and are only activated at this time. In the unopened state, during the storage of the ventilation channels, there is no reaction, ie release, of the bound oxygen.
  • variable-length, hollow-volume cross connections from grave wall to grave wall, which can also consist of the same materials as the ventilation channels, can be used in a round or square shape above the coffin.
  • a connection to the vertical ventilation ducts can thus be established via the open ends.
  • a surface that is often perforated into the cavity ensures additional air intake.
  • a further backfilling up to the upper tension struts and retaining beams can now be carried out.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Cultivation Receptacles Or Flower-Pots, Or Pots For Seedlings (AREA)
  • Treating Waste Gases (AREA)
  • Building Environments (AREA)

Claims (6)

  1. Procédé pour faire une tombe en terre, tout en utilisant un système de construction pour stabiliser les murs latéraux de la fosse pendant son creusement de même que pendant son remplissage, et pour assurer la ventilation permanente de la tombe une fois fermée. Dans ce but, on y installe aux murs longs de la fosse de chaque côté deux appuis à l'angle droit, dont la partie horizontale reste sur le bord de la fosse et la partie verticale s'étend jusqu'au fond de la fosse. La partie verticale est fournie de supports en U, chacun desquels sert pour retenir une poutrelle horizontale d'appui et de position. Les poutrelles horizontales sont fournies de cinq entailles au moins, sur le côté faisant face à la mur de la fosse, dans lesquelles on introduit d'en haut des éléments de ventilation. A mesure que la fosse est remplie de terre, on détache et quitte les poutrelles de position et les appuis à l'angle droit, laissant les éléments de ventilation dans la tombe pendant toute la durée de son occupation
  2. Procédé suivant la demande numéro 1, et qui procure que les éléments verticaux de ventilation qui restent dans la tombe assurent la stabilité latérale du volume de terre autour et au dessus du cercueil, ce qui permet de gagner de la place tout en creusant la fosse de la tombe voisine à moins de distance.
  3. Procédé suivant les demandes numéros 1 et 2, et qui procure que la structure capillaire des éléments stabilisateurs de ventilation assure la diffusion libre de gaz dans tous les niveaux de la tombe.
  4. Procédé suivant les demandes numéros 1 à 3, et qui procure que les éléments stabilisateurs de ventilation qui restent dans la tombe sont faits en matériaux qui résistent à un fort effort de rupture et qui peuvent consister, selon leurs dimensions, en bois, fibres naturelles, tiges naturelles, glaise, métal ou plastique, ou bien en une combinaison de ces matériaux.
  5. Procédé suivant les demandes numéros 1 à 4, et qui procure que les éléments stabilisateurs de ventilation peuvent être munis d'oxygène combiné dans une matière porteuse, qui n'est activé qu'après l'installation du système et se dégage peu à peu dans un délai étendu.
  6. Procédé suivant les demandes numéros 1 à 5, et qui procure que la construction de la tombe en terre est indiquée par des repères montés sur les éléments stabilisateurs de ventilation pour faciliter la reconnaissance des dimensions extérieures de la tombe une fois fermée.
EP01116312A 2001-07-05 2001-07-05 Blindage pour excavation funéraire avec fonction d'aération Expired - Lifetime EP1273742B1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
DE50104545T DE50104545D1 (de) 2001-07-05 2001-07-05 Erdgrabverbau mit Belüftungsfunktion
AT01116312T ATE282752T1 (de) 2001-07-05 2001-07-05 Erdgrabverbau mit belüftungsfunktion
EP01116312A EP1273742B1 (fr) 2001-07-05 2001-07-05 Blindage pour excavation funéraire avec fonction d'aération

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP01116312A EP1273742B1 (fr) 2001-07-05 2001-07-05 Blindage pour excavation funéraire avec fonction d'aération

Publications (2)

Publication Number Publication Date
EP1273742A1 EP1273742A1 (fr) 2003-01-08
EP1273742B1 true EP1273742B1 (fr) 2004-11-17

Family

ID=8177950

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01116312A Expired - Lifetime EP1273742B1 (fr) 2001-07-05 2001-07-05 Blindage pour excavation funéraire avec fonction d'aération

Country Status (3)

Country Link
EP (1) EP1273742B1 (fr)
AT (1) ATE282752T1 (fr)
DE (1) DE50104545D1 (fr)

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2255807A5 (en) 1973-12-21 1975-07-18 Cordier Henri Sealing of funeral vaults - by means of rigid sealed plastic lining covering its internal faces
IE830643L (en) * 1983-03-24 1984-09-24 Vincent Joseph Melinn Forming a grave
DE3537367A1 (de) 1985-10-21 1987-04-23 Gerhard Suckfuell Grabkammer
DE4118408A1 (de) 1991-06-05 1992-12-10 Guenther Ackermann Grabkammer
DE9217158U1 (de) * 1992-12-16 1993-03-11 Fabritz, Gerhard, 4150 Krefeld Diffusionssystem
DE9217388U1 (de) * 1992-12-19 1993-04-01 Fabritz, Gerhard, 4150 Krefeld Vorrichtung zum Einbringen von Diffusionssystemen
DE9301006U1 (de) 1993-01-26 1994-05-26 Reichardt, Jürgen, 58313 Herdecke Grabkammer
DE4405395A1 (de) * 1994-02-21 1995-08-24 Weiss Gmbh & Co Leonhard Erdbestattungs-Grabstätte
US5466391A (en) * 1994-06-21 1995-11-14 Genox Co. Ltd. Granulated agent and catalyst used for oxygen generation
DE19606583C1 (de) 1996-02-22 1997-03-27 Helmut O Weisser Grabhülle zum beschleunigten biologischen Abbau organischer Substanz in wassergesättigten Böden

Also Published As

Publication number Publication date
ATE282752T1 (de) 2004-12-15
EP1273742A1 (fr) 2003-01-08
DE50104545D1 (de) 2004-12-23

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