EP1878857A2 - Fondation pour pierres tombales et monuments funéraires - Google Patents

Fondation pour pierres tombales et monuments funéraires Download PDF

Info

Publication number
EP1878857A2
EP1878857A2 EP20070110012 EP07110012A EP1878857A2 EP 1878857 A2 EP1878857 A2 EP 1878857A2 EP 20070110012 EP20070110012 EP 20070110012 EP 07110012 A EP07110012 A EP 07110012A EP 1878857 A2 EP1878857 A2 EP 1878857A2
Authority
EP
European Patent Office
Prior art keywords
pillars
support
foundation
tombstones
funerary
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.)
Withdrawn
Application number
EP20070110012
Other languages
German (de)
English (en)
Inventor
Erich Aeschlimann
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.)
Tony Linder & Partner AG
Original Assignee
Tony Linder & Partner AG
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 Tony Linder & Partner AG filed Critical Tony Linder & Partner AG
Publication of EP1878857A2 publication Critical patent/EP1878857A2/fr
Withdrawn legal-status Critical Current

Links

Images

Classifications

    • 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
    • E04H13/003—Funeral monuments, grave sites curbing or markers not making part of vaults

Definitions

  • This invention relates to a device for the foundation of tombstones and funerary monuments.
  • the funeral burial of the deceased is the most widely used form of burial in the Judaeochristian as well as in the Muslim world.
  • a pit is dug in the ground, the corpse is put in with or without a coffin, and the pit is filled up with soil again.
  • a tombstone or a grave monument is then usually placed on the heaped earth. Since this still uncompacted soil often still sets and therefore moves, these tombstones and funerary monuments are on unstable ground. If the wooden coffin breaks in due to the rotting of the wood, then the overlying earth slips and the grave surface is additionally destabilized.
  • This foundation and anchoring should be as cheap and space-saving as possible and consist of a few simple-to-produce elements.
  • the new creation of graves should be possible without renewal of the foundation and anchoring.
  • the excavation of pits for new graves with machine assistance, especially with an excavator should be possible without the foundation must be changed or moved.
  • no elaborate excavation work is necessary for the foundation of the tombstones and funerary monuments.
  • the object is achieved by a foundation for tombstones and funerary monuments, consisting of a set of at least two pillars and a support member associated with these two pillars, wherein the support member is secured to the same vertically spaced spaced support pillars in a horizontal position against slipping on the same.
  • the foundation or anchoring will be explained below with reference to FIG. It consists of a set of at least two pillars 1 and one of these pillars 1 associated support element 2.
  • the pillars 1, for example, 0.70m-1.30m long and if set vertically by appropriate height, while the associated support member at least 1.50m in length measures.
  • first the pillars 1 are set. These are at the end completely within the soil, whereby the depth is chosen so that their front side comes just below the earth's surface.
  • the pillars are either rammed into the earth by hammering or it is dug a pit, placed the pillars 1 and later possibly the coffin and heaped up the earth again.
  • the filling after laying is mainly used in total renewals or new buildings.
  • the consistency of the earth and the design of the pillars 1 and the availability and placeability of piling determine whether a ramming of the pillars 1 is possible and useful.
  • the supporting pillars 1 are set up at a distance from each other facing sides, which corresponds to the length of the support element 2 minus twice the diameter of a pillar 1.
  • the shock of the support element 2 comes to lie flush with the outer outer sides of the support pillar 1.
  • the pillars are arranged so that each two adjoining support members 2 share a pillar 1.
  • To the pillars 1 are placed at a distance from center to center of their faces, which corresponds exactly to the length of the support element 2.
  • the length of the pillar 1 is selected depending on the nature of the ground and the weight of the grave stones and grave structures between 0.70m and 1.30m; typically the length is 1m. Larger lengths are not recommended for economic and environmental reasons, as they require larger earth movements, which impairs the soil and leads to unnecessary costs. However, if the length of the buttresses 1 is chosen to be smaller, anchoring in the ground is no longer sufficient and the gravestones or grave structures lose the required stability.
  • the pillars 1 can have different shapes, in particular they can be tubular or orthorhombic.
  • FIG. 1 depicts orthorhombic supporting pillars. If the support elements rammed into the ground, they advantageously have a centrally tapered tip at the bottom.
  • These pillars 1 may consist of different materials, in particular concrete, reinforced concrete, wood or metal.
  • FIG. 1 About two anchored buttress 1 after its anchoring an associated support element 2 is placed.
  • a middle support member 2 is shown and two directly adjoining support elements 2 are indicated. This shows that the carrier elements 2 can then be arranged one after the other in a row.
  • the support elements 2 may consist of different materials, in particular of concrete, reinforced concrete, wood or metal and have different shapes.
  • the support elements 2 are here arranged so that the impact of each support element 2 is located in the middle of the end face of a pillar 1, so that each pillar 1 supports the end portions of two subsequent support elements 2.
  • the depth of the carrier elements 2 in the arrangement according to FIG. 1 corresponds to the depth of the supporting pillars 1.
  • the front sides of the pillars 1 are aligned parallel to the length of the support elements 2, so that a common front of support elements 2 and pillars 1 is formed.
  • the support elements can also be round Concrete pipes, which are then filled in situ after setting with concrete.
  • the support elements 2 After placing the support elements 2 on the pillars 1, the support elements 2 are anchored to the pillars 1 and thus secured against slipping.
  • the anchoring preparation of an embodiment is shown in FIG.
  • the carrier element 2 is penetrated in its end regions in the horizontal mounting position by a respective vertically extending hole 4, and the support pillar 1 has a blind hole 6 of the same diameter, which is either produced in the production of the support bearing 1 or drilled in place becomes.
  • the support element 2 is placed on the support pillar 1 so that the hole 4 comes to lie in the extension of the pocket hole 6. Through the hole 4, a metal bolt is now inserted into the blind hole 6. This is shown in Figure 2 by the arrow.
  • the space between bolt and pillar 1 and between bolt and hole 4 can be poured to increase the stability, for example with concrete.
  • the pouring also reduces the game between buttress 1 and 2 support element and prevents a slight tilting of the support elements, which would still be possible without pouring. The pouring thus further increases the stability.
  • FIG. 1 shows a tombstone 5 which has been placed on the central carrier element 2.
  • a fixation of the tombstone 5 is possible depending on the nature of the tombstone 5 and the supporting element 2 in various ways. But even a pure touchdown on the support element 2 is possible as shown in Figure 1 is possible, since this support element 2 remains stable horizontally aligned thanks to the connection with the vertical support pillars 1. However, this requires a sufficient weight of the grave stone and a sufficient floor area.
  • the setting of the pillars 1 and the support elements 2, which are very heavy as a rule, should be done by machines. In the planning of a grave or a cemetery plant, it should be ensured that such machines are good drive down and place the elements. It may be advantageous to attach tabs to the buttresses 1 and the support elements 2 so that they can be hooked onto crane hooks and thus placed. It is also possible that a belt is placed around the pillars 1 and the support element 2 and these hung on a crane hook and so the elements are placed.
  • This procedure can be carried out by any contractor on site, even if he has no relevant experience, and will achieve the desired goals if they are faithfully carried out according to these specifications.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
EP20070110012 2006-07-13 2007-06-11 Fondation pour pierres tombales et monuments funéraires Withdrawn EP1878857A2 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CH11262006 2006-07-13

Publications (1)

Publication Number Publication Date
EP1878857A2 true EP1878857A2 (fr) 2008-01-16

Family

ID=38556733

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20070110012 Withdrawn EP1878857A2 (fr) 2006-07-13 2007-06-11 Fondation pour pierres tombales et monuments funéraires

Country Status (1)

Country Link
EP (1) EP1878857A2 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2948713A1 (fr) * 2009-08-03 2011-02-04 Plinths And Caissons Llc Systeme de support de pierre tombale
DE202015103066U1 (de) 2015-06-11 2015-08-12 Kurt Sander Bodenzierplatte mit zugehörigem Grundsockel

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2948713A1 (fr) * 2009-08-03 2011-02-04 Plinths And Caissons Llc Systeme de support de pierre tombale
DE202015103066U1 (de) 2015-06-11 2015-08-12 Kurt Sander Bodenzierplatte mit zugehörigem Grundsockel

Similar Documents

Publication Publication Date Title
DE202022103863U1 (de) Tragstruktur von Baugrube zum Vermeiden künstlicher Bruchflächen durch konzentrierte Spannungen
DE69108246T2 (de) Verfahren zur errichtung einer gründungsstruktur für eine gebäude-unterkonstruktion.
EP1878857A2 (fr) Fondation pour pierres tombales et monuments funéraires
DE1634302C3 (de) Vorgefertigtes Bauelement aus Stahlbeton zur Herstellung einer Stützmauer oder dergleichen
DE202019100752U1 (de) Verbauvorrichtung
EP0474204B1 (fr) Procédé pour compenser l'inclinaison de tours penchées
DE102007036965B4 (de) Bauwerk zur Aufbewahrung von Urnen
DE9314567U1 (de) Vorgefertigter Modul
DE102005001422A1 (de) Verfahren zur Abteufung von Schachtanlagen oder Brunnen
DE3626169A1 (de) Fundierung mit pfahlgruendung
CH711288B1 (de) Wasserdurchlässige Stützkonstruktion, insbesondere zur Böschungsstabilisierung sowie zur Terrassierung und Terraingestaltung.
DE2917994B1 (de) Verfahren zur Herstellung einer Baugrubenverbau- oder Stuetzwand aus Stahlbeton fuer Gelaendeeinschnitte
EP2511223B1 (fr) Procédé de fabrication d'un dispositif de levage agencé au ras du sol, et utilisation de celui-ci
DE2747774C3 (de) Haltevorrichtung für Stützwangen zum Abstützen von Hanggut an einer Böschung
EP1553230B1 (fr) Méthode pour remettre en état des murs de soutènement
EP1964978B1 (fr) Procédé d'établissement d'une installation de quai et installation de quai
DE69109650T2 (de) Verfahren zum konstruieren eines unterirdischen bauwerkes, insbesondere einer parkgarage, wobei hindernisse wie z.b. bäume erhalten werden.
DE10136932C1 (de) Verfahren zur Errichtung eines Grabdenkmales bestehend aus einer Denkmalplatte und einem Fundament
DE4040216C2 (fr)
DE3716750A1 (de) Verfahren zum herstellen und niederbringen von gruendungsbauwerken
WO2024052200A1 (fr) Agencement de fondation pour une concession funéraire
AT388406B (de) Pfahlfundamentkonstruktion sowie einrichtung und betonierungsbehaelter zur herstellung derselben
DE102010000589B4 (de) Verfahren und Einrichtung zum Erstellen einer Spundwand
DE10348761B4 (de) Verfahren zur Sanierung von bestehenden Pfahlbauten, insbesondere von Bootshäusern und Vorrichtung zur Durchführung des Verfahrens
DE102021105955A1 (de) Fundament für einen Turm für eine Windkraftanlage

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC MT NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA HR MK YU

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 20130103