EP1842975B1 - Système de revêtement de sol pour jardin d'hiver et pièce d'ancrage associée - Google Patents

Système de revêtement de sol pour jardin d'hiver et pièce d'ancrage associée Download PDF

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Publication number
EP1842975B1
EP1842975B1 EP06405484.4A EP06405484A EP1842975B1 EP 1842975 B1 EP1842975 B1 EP 1842975B1 EP 06405484 A EP06405484 A EP 06405484A EP 1842975 B1 EP1842975 B1 EP 1842975B1
Authority
EP
European Patent Office
Prior art keywords
floor
ground anchor
construction
conservatory
frame construction
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.)
Active
Application number
EP06405484.4A
Other languages
German (de)
English (en)
Other versions
EP1842975A2 (fr
EP1842975A3 (fr
Inventor
Anton Guldimann
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.)
Wigasol AG
Original Assignee
Wigasol 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 Wigasol AG filed Critical Wigasol AG
Publication of EP1842975A2 publication Critical patent/EP1842975A2/fr
Publication of EP1842975A3 publication Critical patent/EP1842975A3/fr
Application granted granted Critical
Publication of EP1842975B1 publication Critical patent/EP1842975B1/fr
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Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/0046—Loggias
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/18—Separately-laid insulating layers; Other additional insulating measures; Floating floors
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/18—Separately-laid insulating layers; Other additional insulating measures; Floating floors
    • E04F15/182—Underlayers coated with adhesive or mortar to receive the flooring
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/18—Separately-laid insulating layers; Other additional insulating measures; Floating floors
    • E04F15/182—Underlayers coated with adhesive or mortar to receive the flooring
    • E04F15/183—Underlayers coated with adhesive or mortar to receive the flooring for areas prone to frost damage, e.g. for balconies or terraces
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/18—Separately-laid insulating layers; Other additional insulating measures; Floating floors
    • E04F15/185—Underlayers in the form of studded or ribbed plates
    • 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
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • E04H12/2207—Sockets or holders for poles or posts not used
    • E04H12/2215—Sockets or holders for poles or posts not used driven into the ground
    • E04H12/223—Sockets or holders for poles or posts not used driven into the ground with movable anchoring elements; with separately driven anchor rods

Definitions

  • the invention is in the field of conservatories, comprising system floors, according to the preamble of the independent claim.
  • FR 2 834 739 is considered to be the closest prior art.
  • Out EP 1 574 624 is a ground anchor for holding squared timbers known.
  • the ground anchor is designed as a screw anchor with a cylindrical mandrel and a helically rotating screw around or provided with a rod-shaped concrete anchor with a slight bend at the bottom.
  • the squared timbers are attached directly to the ground anchor.
  • the square timbers and the ground anchors are used to build a wooden terrace.
  • the task is to create a system floor, which can be mounted without or very little previous excavation substantially.
  • the invention is based on replacing the concrete foundations with ground anchors.
  • the ground anchors have anchoring elements which hold the ground anchor in the ground, so in the ground, essentially by means of positive engagement.
  • ground anchors can be rammed into the ground, a previous excavation can be completely or largely dispensed with.
  • ground anchors do not require potting compound, such as concrete, cement, etc.
  • Casting compounds require a certain dehydration time or curing time. This time can be saved.
  • conventional casting compounds are generally based on water and optionally other binders, which are usable only in a certain temperature range. For example, concreting at temperatures below zero degrees Celsius is not or only insufficiently possible.
  • the conservatory with system floor according to the invention can be anchored in any weather, in particular in permafrost, thanks to its use with concrete anchors.
  • no water-containing building materials are used for the entire system floor, which has a plate bottom and the plate bottom at least partially surrounding frame construction, so that the system floor in any weather, especially in permafrost, can be built.
  • the plate floor of conventional floors has a cement base, which must be poured and dried before placing a bottom plate.
  • the plate bottom is replaced by a drywall system which preferably comprises prefabricated single plates or a multi-layer prefabricated bottom plate.
  • a drywall system which preferably comprises prefabricated single plates or a multi-layer prefabricated bottom plate.
  • Such a plate may be or include, for example, a dry concrete slab or other cementitious dry slab.
  • the construction of the system floor is thus largely independent of the surrounding and in particular of the prevailing in the ground temperature conditions and excavation is limited to a small excavation depth for the frame construction and possibly even for the bottom plate introduced therein.
  • a plate bottom or a bottom plate is mainly used for the statics over the entire floor and the insulation and has a corresponding insulating layer.
  • a bottom plate is preferably thermally insulated from the frame structure and from a surrounding soil.
  • the frame construction essentially replaces a frog bar and is statically independent of the rest of the floor construction. As a result, cracking, which is triggered by different expansions, can be prevented in the plate bottom, in particular in a concrete slab.
  • a frame construction is preferably designed circumferentially around a base plate, wherein the frame construction is fastened to at least one ground anchor and possibly a building wall.
  • the system floor is special suitable for extensions such as winter gardens, but for independent small buildings, such as tool sheds, aviaries etc ..
  • FIG. 1 a section of a system floor with frame construction 1 and plate floor is shown.
  • the frame construction can be a surrounding steel frame.
  • a ground anchor 2 is attached, for example screwed or welded.
  • the plate construction which consists essentially of a base plate composed of several layers. This is in the present example of the following layers - from bottom to top - composed: a trapezoidal sheet 3, a flat sheet 4, an insulation 5, a multiple dry concrete slab 6.
  • the multiple dry concrete slab is a prefabricated dry concrete slab unit and consists of two attached to each other, preferably glued together, individual dry concrete slabs. The individual concrete slabs are offset from one another to increase an adhesive surface and to limit any cracking at joints on a single layer.
  • Individual layers or plates can be fastened to one another, in particular screwed or riveted together. This is preferably done prior to installation of the dry floor system.
  • the trapezoidal sheet with the Flat sheet connected Such connections between individual panels and the making of panel systems occurs before the construction of the system floor, so that a dry panel system is formed, which forms a drywall system together with the frame construction and the ground anchor.
  • a top (multiple) dry concrete slab is preferably not connected to other elements, such as other slabs or the frame, but laid floating. This guarantees a decoupling between frame construction and concrete floor.
  • the insulation 5 is preferably a polyurethane foam board several centimeters thick, preferably 3-8 cm, e.g. B. 6 cm.
  • the dry concrete slab 6 has a preferred thickness in the range of 1.5-5 cm, for example 2-4 cm, for example 2.5 cm.
  • bottom plate a sandwich plate as in CH No. 1976/01 described to use.
  • insulating and stabilizing layers and plates can be arranged differently, if appropriate omitted, supplemented by further layers and / or other suitable materials can be replaced.
  • Between the steel frame and bottom plate is preferably also an insulation (not shown in the figure) inserted, for example, a few millimeters to a few centimeters thicker, z. B. 1cm, insulation strips to prevent a cold bridge.
  • an insulation not shown in the figure
  • a tolerance element 7 is loosely laid, which compensates for tolerances, such as the system floor, built on the system floor structures, such as a conservatory, and / or a building to which the conservatory is grown.
  • Such Tolerance element is preferably made of plastic or wood and also prevents a cold bridge between the frame and structure.
  • the ground anchor 2 has two oppositely arranged anchoring elements 9, which are arranged in a blade-shaped or triangular manner, with the broad side facing upwards, on a tubular central anchor element. These anchoring elements 9 hold the ground anchor in the ground and anchoring the mounted on or on the ground anchor several frame construction and thus the system floor.
  • the ground anchor is preferably made of metal, such as steel, and may also be attached to a longitudinal side of the steel frame as needed.
  • the anchoring elements may be arranged flexibly, such that they can be inserted in an insertion, e.g. Crushing, the ground anchor into the ground, are close fitting to the central elements and take their splayed position only in the final anchoring position.
  • the anchoring elements via a screw mechanism, for. B a threaded rod, which passes through the central anchor element, connected to the opposite, protruding from the earth end of the armature.
  • a ground anchor is rammed into a final anchoring position in the ground.
  • the anchoring elements are pressed over the screw mechanism to the outside, to the extent that the ground anchor is firmly anchored to train in the ground.
  • an anchor also claimed with laterally projecting anchoring elements, but in particular with pending anchoring elements, much less volume as a concrete foundation, can also in an excavation for the anchor and a subsequent insertion of the anchor and dumping, to be saved significantly to Aushubarbeit.
  • anchoring elements before the introduction of the anchor projecting into the ground, for example in the final lateral position. It can be additionally ensured by a subsequent compaction of the soil in addition, that the anchoring elements are sufficiently surrounded with soil. But it is also possible to bring a ground anchor further than the final anchoring position in the ground and, if necessary, with rotation of the armature, this retract some distance to the final position.
  • the anchoring elements engage in the soil, as in a conventional ship anchor.
  • the anchoring elements may also be distributed at different heights and over the circumference of the anchor, e.g. offset, be arranged. However, they are arranged such that they are completely introduced in the assembled state of the anchor in the ground.
  • the anchoring elements may be separate elements or made in one piece with the anchor.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Floor Finish (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Building Environments (AREA)

Claims (12)

  1. Jardin d'hiver comprenant un système de sol et présentant
    une plaque de sol multicouche réalisée par un système de construction à sec, qui présente des plaques préfabriquées distinctes ou une plaque de sol préfabriquée en plusieurs couches,
    une structure d'encadrement (1) disposée autour de la plaque de sol,
    caractérisé par
    au moins un ancrage de sol (2) destiné à être placé dans la terre et à ancrer la structure d'encadrement,
    la structure d'encadrement (1) étant fixée sur le ou les ancrages de sol (2).
  2. Jardin d'hiver selon la revendication 1 et dans lequel l'ancrage de sol (2) présente plusieurs éléments d'ancrage (9) disposés à décalage latéral par rapport à l'axe longitudinal de l'ancrage.
  3. Jardin d'hiver selon la revendication 2, dans lequel les éléments d'ancrage (9) sont configurés en forme d'aubes sur une extrémité inférieure de l'ancrage de sol (2).
  4. Jardin d'hiver selon la revendication 3, dans lequel deux éléments d'ancrage (9) sont placés sur l'ancrage de sol (2).
  5. Jardin d'hiver selon l'une des revendications 2 à 4, dans lequel plusieurs éléments d'ancrage (9) sont répartis à différentes hauteurs de l'ancrage de sol (2) et à la périphérie de l'ancrage de sol (2) de telle sorte que lorsque l'ancrage de sol (2) est monté, ils sont placés complètement dans la terre.
  6. Jardin d'hiver selon l'une des revendications 2 à 5, dans lequel les éléments d'ancrage (9) sont disposés flexiblement de telle sorte qu'ils puissent être amenés dans leur position finale d'ancrage après l'ancrage de sol est monté.
  7. Jardin d'hiver selon l'une des revendications 1 à 6, dans lequel la plaque de sol est constituée essentiellement d'une plaque de sol assemblée à partir de plusieurs couches, la plaque de sol contenant une isolation (5) et une plaque (6) en béton sec.
  8. Jardin d'hiver selon l'une des revendications 1 à 7, dans lequel la plaque de sol est constituée essentiellement d'une plaque de sol assemblée à partir de plusieurs couches, la plaque de sol étant isolée thermiquement de la structure d'encadrement (1) et de la terre qui l'entoure.
  9. Jardin d'hiver selon l'une des revendications 1 à 8, dans lequel la plaque de sol est constituée essentiellement d'une plaque de sol assemblée à partir de plusieurs couches, la plaque de sol et la structure d'encadrement (1) étant isolées statiquement l'une de l'autre.
  10. Procédé de construction d'un jardin d'hiver selon l'une des revendications 1 à 9, caractérisé en ce qu'au moins un ancrage de sol (2) est placé dans la terre sans enlever préalablement de la terre pour l'ancrage de sol, en ce que la structure d'encadrement (1) est fixée sur le ou les ancrages de sol et en ce que la plaque de sol est placée sous la forme d'un système de plaque à sec dans la structure d'encadrement.
  11. Procédé selon la revendication 10, dans lequel uniquement des plaques et des couches préfabriquées sont utilisées pour construire la plaque de sol.
  12. Procédé selon les revendications 10 ou 11, dans lequel aucun matériau contenant de l'eau n'est utilisé lors de la construction du système de sol.
EP06405484.4A 2006-04-07 2006-11-16 Système de revêtement de sol pour jardin d'hiver et pièce d'ancrage associée Active EP1842975B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CH5722006 2006-04-07

Publications (3)

Publication Number Publication Date
EP1842975A2 EP1842975A2 (fr) 2007-10-10
EP1842975A3 EP1842975A3 (fr) 2009-01-21
EP1842975B1 true EP1842975B1 (fr) 2016-05-25

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EP06405484.4A Active EP1842975B1 (fr) 2006-04-07 2006-11-16 Système de revêtement de sol pour jardin d'hiver et pièce d'ancrage associée

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US (1) US7874111B2 (fr)
EP (1) EP1842975B1 (fr)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1842975B1 (fr) * 2006-04-07 2016-05-25 Wigasol AG Système de revêtement de sol pour jardin d'hiver et pièce d'ancrage associée
TWM396306U (en) * 2010-08-05 2011-01-11 Yao-Zong Chen Improved structure of raised floor
DE102014008988A1 (de) * 2014-06-13 2015-12-17 Kai Vormelcher Vorrichtung zur Bodenabdeckung
CN105587156A (zh) * 2014-10-24 2016-05-18 无锡市金力电力成套设备有限公司 便拆式电力杆的支撑装置
CH710728A1 (de) 2015-02-13 2016-08-15 Wigasol Ag Systemboden mit Lüftungsvorrichtung.
WO2020089816A1 (fr) * 2018-10-31 2020-05-07 Warwick James Allen Ensemble plancher carrelé et composants
WO2022147233A1 (fr) 2020-12-31 2022-07-07 Mitek Holdings, Inc. Modules de construction à assemblage rapide et procédés d'utilisation

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FR2834739A1 (fr) * 2002-01-15 2003-07-18 Christian Yves Maurice Milon Procede de fabrication permettant d'assembler rapidement sur site une assise metallique reglable et un plancher destine a remplacer les dalles maconnees traditionnellement pour verandas
EP1574624A1 (fr) * 2004-02-27 2005-09-14 Gust. Alberts GmbH & Co. KG Dispositif d'ancrage dans le sol pour supporter du bois équarri

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US6058662A (en) * 1997-07-18 2000-05-09 Secure Products, Llc Earth anchors and methods for their use
FR2834739A1 (fr) * 2002-01-15 2003-07-18 Christian Yves Maurice Milon Procede de fabrication permettant d'assembler rapidement sur site une assise metallique reglable et un plancher destine a remplacer les dalles maconnees traditionnellement pour verandas
EP1574624A1 (fr) * 2004-02-27 2005-09-14 Gust. Alberts GmbH & Co. KG Dispositif d'ancrage dans le sol pour supporter du bois équarri

Also Published As

Publication number Publication date
US20070245642A1 (en) 2007-10-25
EP1842975A2 (fr) 2007-10-10
US7874111B2 (en) 2011-01-25
EP1842975A3 (fr) 2009-01-21

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