EP2601358B1 - Procédé de fabrication d'éléments préfabriqués - Google Patents

Procédé de fabrication d'éléments préfabriqués Download PDF

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Publication number
EP2601358B1
EP2601358B1 EP11810986.7A EP11810986A EP2601358B1 EP 2601358 B1 EP2601358 B1 EP 2601358B1 EP 11810986 A EP11810986 A EP 11810986A EP 2601358 B1 EP2601358 B1 EP 2601358B1
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EP
European Patent Office
Prior art keywords
plates
double
built
portions
wall
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
EP11810986.7A
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German (de)
English (en)
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EP2601358A2 (fr
Inventor
Alfred Redlberger
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Individual
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Individual
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Publication of EP2601358A2 publication Critical patent/EP2601358A2/fr
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Publication of EP2601358B1 publication Critical patent/EP2601358B1/fr
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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
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • 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
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E04B1/161—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast in situ
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
    • E04B2/8617—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf with spacers being embedded in both form leaves
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2002/8688—Scaffoldings or removable supports therefor

Definitions

  • the invention relates to a method for the production of precast components according to the preamble of claim 1.
  • the components When using such components for the construction of buildings, the components are placed at the site on previously prepared floor panels or on finished building ceilings and poured the space between the plates of the double-wall precast components with hardening plastic mass.
  • the aim of the invention is to avoid these disadvantages and to propose a method of the type mentioned, whereby finished part components can be produced, which have no Schwarze between bottom plate and wall plate, which allows a precise production of the bottom plate, with no significant previous work to produce the bottom plate are required, and wherein a simple assembly of the manufactured components is made possible at the construction site and thus the cost of building a prefabricated building significantly reduced and the quality of execution is significantly increased.
  • the machining of the fitting sections takes place after installation of the built-in parts in the plates or double-wall plates takes place under controlled workshop conditions to ensure a corresponding precision of the fitting sections. After all machinable mating sections have been aligned with respect to the deviations of their position in relation to the intended dimensions of the plates, the plates or double wall plates can be assembled during assembly with particularly low tolerances.
  • the plates are measured by laser and processed the passport portions of the mounting parts according to schedule with a computer-controlled machine tool.
  • a very high degree of accuracy can be achieved.
  • point foundations 1 are arranged on a substrate 2.
  • Height-adjustable built-in parts 3, 4 are supported on these point foundations 1, which are connected to a prefabricated component 5 designed as a base plate. These are expediently inserted into a reusable formwork for the production of prefabricated components 5.
  • the precast components 5, which serve as floor plates can be aligned horizontally.
  • the built-in parts 3 further have fitting sections 8, which are made of plastic and overlap a rim of an opening 9 and are preferably sprayed onto the mounting part 3 as blanks.
  • the fitting sections 8 After the measurement and processing of the fitting sections 8 for aligning the position with respect to the plates, the fitting sections 8 have substantially cone-shaped mating surfaces. The interact with corresponding counterparts mating surfaces of other passport portions 10, or intervene in this.
  • the fitting sections 10 are held in mounting parts 11, which connect two plates 12, 13 of a wall or double-wall prefabricated component 14 with each other.
  • adjustable supports 18 and beams 19 are used to support further prefabricated components 5 'and to be able to align horizontally accordingly.
  • the precast components 5 ' are connected to the double-wall prefabricated components 14.
  • In-situ concrete or screed can be applied to the prefabricated component 5 'serving as a ceiling.
  • anchoring elements 6 are anchored in these installed parts 20, 20'.
  • the fitting sections 8, 10 are provided for adjustment with cone-shaped mating surfaces 25.
  • the plate 12 of serving as a wall element double-wall prefabricated component 14 essentially protrudes beyond the mounting parts 3 and only just before the punctual foundation 1 and the substrate 2. This results in only correspondingly small gaps before pouring the components 14 can be easily sealed with hardening plastic material.
  • the pass portions 8, 10, 21, 23 are, as already mentioned as blanks sprayed onto the mounting parts, wherein the blanks of edges of openings 9 of the mounting parts 3, 11, 11 ', 20, 20' overlap on both sides. These blanks are measured and machined with respect to the intended dimensions of the plates in the manufacture of prefabricated components in relation to their intended position, so that components arise, which can be connected together in the intended order.
  • the floor panels with the adjustment in your position can then be connected to the first component by means of the built-in components including passport sections and screws and are thereby forced into the correct position. This reduces the installation effort at the construction site very considerably.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Sewage (AREA)
  • Finishing Walls (AREA)

Claims (4)

  1. Procédé permettant d'obtenir, à partir d'une masse plastique durcissable, des éléments préfabriqués (5, 14) destinés à la construction d'immeubles, ledit procédé consistant à introduire ladite masse durcissable dans un coffrage et à la faire durcir pour obtenir des plaques, lesdits coffrages étant éventuellement pourvus d'armatures permettant de relier deux plaques (12, 13) l'une à l'autre pour qu'elles forment une plaque à double paroi (14), caractérisé en ce que, dans les zones périphériques des plaques ou des plaques à double paroi, on met en oeuvre des pièces de montage (3, 4, 20, 20') lesquelles permettent aux éléments préfabriqués de s'appuyer sur le fond ou les uns sur les autres et/ou lesquelles permettent de relier ceux-ci entre eux, les pièces de montage (3, 11, 11', 20, 21') comportant des parties adaptatrices (8, 10, 21, 23) servant de points d'ajustage et de liaison automatiques par rapport aux plaques ou plaques à double paroi adjacentes, et que, dans une autre étape de procédé mise en oeuvre dans des conditions d'atelier contrôlées, les parties adaptatrices sont usinées à des endroits définis en se référant aux plaques ou plaques à double paroi de manière à compenser des écarts de position que les parties adaptatrices présentent par rapport aux dimensions telles qu'elles sont prévues pour les plaques ou plaques à double paroi, ce qui permettra ensuite, lors du montage des éléments préfabriqués sur le chantier, de mettre en contact les pièces de montage les unes avec les autres pour ainsi ajuster automatiquement les éléments préfabriquées dans leur bonne position dans laquelle ils peuvent alors être sécurisés par vissage.
  2. Procédé selon la revendication 1, caractérisé en ce que les parties adaptatrices (8, 10, 21, 23) sont réalisées en matière plastique.
  3. Procédé selon l'une des revendications 1 ou 2, caractérisé en ce que les parties adaptatrices (8, 10, 21, 23) sont pourvues, par fraisage, de surfaces d'adaptation en forme d'enveloppes coniques (25) ou de surfaces d'adaptation coniques s'approchant l'une de l'autre (24), pour ainsi faciliter l'ajustage des plaques ou plaques à double paroi.
  4. Procédé selon l'une des revendications 1 à 3, caractérisé en ce que les pièces de montage (3, 11, 11', 20, 20') sont dotées d'ébauches de parties adaptatrices (8, 10, 21, 23) en mettant en oeuvre une technique d'injection, de manière à ce que lesdites ébauches viennent entourer le bord d'une ouverture (9) des pièces de montage (3, 11, 11', 20, 20').
EP11810986.7A 2010-08-02 2011-08-01 Procédé de fabrication d'éléments préfabriqués Active EP2601358B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ATA1292/2010A AT510233B1 (de) 2010-08-02 2010-08-02 Verfahren zur herstellung von fertigteilbauteilen
PCT/AT2011/050005 WO2012016268A2 (fr) 2010-08-02 2011-08-01 Procédé de fabrication d'éléments préfabriqués

Publications (2)

Publication Number Publication Date
EP2601358A2 EP2601358A2 (fr) 2013-06-12
EP2601358B1 true EP2601358B1 (fr) 2015-10-14

Family

ID=45509155

Family Applications (1)

Application Number Title Priority Date Filing Date
EP11810986.7A Active EP2601358B1 (fr) 2010-08-02 2011-08-01 Procédé de fabrication d'éléments préfabriqués

Country Status (6)

Country Link
US (1) US20130205713A1 (fr)
EP (1) EP2601358B1 (fr)
CN (1) CN103097620A (fr)
AT (1) AT510233B1 (fr)
EA (1) EA021900B1 (fr)
WO (1) WO2012016268A2 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11248383B2 (en) 2018-09-21 2022-02-15 Cooper E. Stewart Insulating concrete form apparatus
US10870990B1 (en) * 2019-05-10 2020-12-22 Peter Baruch Mueller Closed panel building systems

Family Cites Families (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1534860A1 (de) * 1965-11-02 1969-08-21 Skanska Cementgjuteriet Ab Stuetz- und Fuehrungsvorrichtung fuer Bauelemente und Verfahren zum Montieren dieser Elemente
US3648961A (en) * 1970-04-30 1972-03-14 William H Farrow Wall tie for concrete forms
US4044986A (en) * 1975-05-12 1977-08-30 Strickland Systems Inc. Concrete form panel tying apparatus
US4159097A (en) * 1976-09-13 1979-06-26 Strickland Systems Inc. Tie having integrally molded sleeve
US4726560A (en) * 1986-09-02 1988-02-23 Dotson Ray C Concrete form tie assembly
AT403184B (de) * 1992-06-02 1997-11-25 Rund Stahl Bau Gmbh & Co Schalungstafel
FR2696488B1 (fr) * 1992-10-06 1994-11-25 Alain Antoniazzi Elément préfabriqué plat en vue de constituer une paroi et parois constituées avec les dits éléments.
DE19549535C2 (de) * 1995-06-30 2001-01-11 Ralf Sebald Justiervorrichtung zum Setzen eines Wandelements
US5762815A (en) * 1997-08-04 1998-06-09 Lee; Kou-An Apparatus for adjusting a distance between two opposed form panels
US6036165A (en) * 1998-06-02 2000-03-14 Lee; Kou-An Method and apparatus for constructing a building unit
US6539591B1 (en) * 2001-10-19 2003-04-01 Rolando Blanco Tie rod puller
ATE298821T1 (de) * 2003-03-13 2005-07-15 Glatthaar Fertigkeller Gmbh Gebäudegeschoss
AU2003904132A0 (en) * 2003-08-07 2003-08-21 Scallan, Patrick Joseph Moulding of concrete walls
CN2746056Y (zh) * 2004-06-01 2005-12-14 魏东辉 生态模块
SE527783C2 (sv) * 2004-11-03 2006-06-07 Ncc Ab Väggmodul med koppling
CN100396860C (zh) * 2005-04-04 2008-06-25 朱秦江 组合模板保温隔热混凝土建筑物及施工方法
CN100417774C (zh) * 2006-07-04 2008-09-10 朱秦江 复合保温隔热混凝土建筑模板安装限位系统及其施工方法
CN101858114A (zh) * 2009-04-07 2010-10-13 段风雷 现场浇筑整体式轻体隔墙施工方法

Also Published As

Publication number Publication date
WO2012016268A3 (fr) 2013-01-03
WO2012016268A2 (fr) 2012-02-09
EA021900B1 (ru) 2015-09-30
EP2601358A2 (fr) 2013-06-12
AT510233B1 (de) 2012-07-15
EA201390196A1 (ru) 2013-06-28
AT510233A1 (de) 2012-02-15
US20130205713A1 (en) 2013-08-15
CN103097620A (zh) 2013-05-08

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