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EP2601358A2 - Procédé de fabrication d'éléments préfabriqués - Google Patents

Procédé de fabrication d'éléments préfabriqués

Info

Publication number
EP2601358A2
EP2601358A2 EP11810986.7A EP11810986A EP2601358A2 EP 2601358 A2 EP2601358 A2 EP 2601358A2 EP 11810986 A EP11810986 A EP 11810986A EP 2601358 A2 EP2601358 A2 EP 2601358A2
Authority
EP
European Patent Office
Prior art keywords
plates
panels
plate
double wall
double
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.)
Granted
Application number
EP11810986.7A
Other languages
German (de)
English (en)
Other versions
EP2601358B1 (fr
Inventor
Alfred Redlberger
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.)
Redlberger Alfred
Original Assignee
Redlberger Alfred
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 Redlberger Alfred filed Critical Redlberger Alfred
Publication of EP2601358A2 publication Critical patent/EP2601358A2/fr
Application granted granted Critical
Publication of EP2601358B1 publication Critical patent/EP2601358B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

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. Furthermore, the invention relates to prefabricated components produced by the method in the form of plates or double wall panels according to the preambles of claims 5 and 7.
  • 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 are 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.
  • FIG. 1 shows schematically a part of a construction element according to the invention with prefabricated components
  • FIG. 3 is a schematic view of the connection of a base plate to a prefabricated component provided as a wall;
  • Fig. 4 shows schematically the compound of FIG. 2 in side view.
  • 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.
  • the space between the plates 12, 13 of the precast member 14 and the space between the substrate 2 and the precast member 5, which forms a bottom plate, is filled with a hardening plastic mass, such as z-B. In-situ concrete poured out.
  • 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 built-in parts 20, or 20 'can as can be seen from FIG. 4, also be provided with adjusting screws 7 in order to enable support on a punctiform foundation 1 and thus alignment of a component 5 in the horizontal direction.
  • the plate 12 of the double-wall prefabricated component 14 serving as a wall element protrudes essentially beyond the built-in parts 3 and only ends just in front of the punctiform foundation 1 or the substrate 2. This results in only correspondingly small gaps which can be easily sealed before pouring the components 14 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 with respect to their intended position, so that components are created which can be connected together in the intended sequence.

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)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Finishing Walls (AREA)
  • Sewage (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

L'invention concerne un procédé de fabrication d'éléments préfabriqués (5, 14) à partir d'une matière ductile durcissante pour la construction de bâtiments, selon lequel la matière durcissante est versée dans un coffrage et amenée à durcir pour former des plaques, éventuellement respectivement deux plaques (12, 13) étant reliées l'une à l'autre par l'intermédiaire d'armatures mises en place dans les coffrages pour former une plaque à paroi double (14). Les éléments de montage (3, 4, 20, 20') servant au support réglable des éléments préfabriqués et/ou à leur liaison mutuelle sont fixés sur les zones de bord des plaques ou des plaques à paroi double, les éléments de montage (3, 11, 11', 20, 20') comprenant des parties d'adaptation (8, 10, 21, 23) servant de points d'alignement et de liaison par rapport aux plaques ou aux plaques à paroi double adjacentes. Au cours d'une autre étape de procédé, les parties d'adaptation sont usinées dans des positions fixes par rapport aux plaques ou aux plaques à paroi double, afin de compenser les écarts entre la position des parties d'adaptation et les dimensions prévues des plaques ou des plaques à paroi double. L'invention concerne en outre des éléments préfabriqués produits selon le procédé.
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 true EP2601358A2 (fr) 2013-06-12
EP2601358B1 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

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2012016268A2 *

Also Published As

Publication number Publication date
EA021900B1 (ru) 2015-09-30
US20130205713A1 (en) 2013-08-15
EA201390196A1 (ru) 2013-06-28
AT510233B1 (de) 2012-07-15
WO2012016268A3 (fr) 2013-01-03
AT510233A1 (de) 2012-02-15
WO2012016268A2 (fr) 2012-02-09
CN103097620A (zh) 2013-05-08
EP2601358B1 (fr) 2015-10-14

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