EP2792805A1 - Élément de mur consistant en éléments prèfabriqués - Google Patents

Élément de mur consistant en éléments prèfabriqués Download PDF

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Publication number
EP2792805A1
EP2792805A1 EP20140450015 EP14450015A EP2792805A1 EP 2792805 A1 EP2792805 A1 EP 2792805A1 EP 20140450015 EP20140450015 EP 20140450015 EP 14450015 A EP14450015 A EP 14450015A EP 2792805 A1 EP2792805 A1 EP 2792805A1
Authority
EP
European Patent Office
Prior art keywords
reinforcing elements
elements
directional
positionable
semi
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
EP20140450015
Other languages
German (de)
English (en)
Other versions
EP2792805B1 (fr
Inventor
Erich Kastner
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.)
Kappema Fertigteilindustrie GmbH
Original Assignee
Kappema Fertigteilindustrie GmbH
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 Kappema Fertigteilindustrie GmbH filed Critical Kappema Fertigteilindustrie GmbH
Publication of EP2792805A1 publication Critical patent/EP2792805A1/fr
Application granted granted Critical
Publication of EP2792805B1 publication Critical patent/EP2792805B1/fr
Active legal-status Critical Current
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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
    • 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
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/28—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid
    • E04B2/30—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid using elements having specially designed means for stabilising the position; Spacers for cavity walls
    • E04B2/32—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid using elements having specially designed means for stabilising the position; Spacers for cavity walls by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
    • 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
    • E04B1/38—Connections for building structures in general
    • E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/168—Spacers connecting parts for reinforcements and spacing the reinforcements from the form
    • 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
    • E04B2002/867—Corner details

Definitions

  • the present invention relates to a building consisting of several assembled with joint semi-finished components according to the preamble of claim 1.
  • the structure is constructed in a dry construction from plates, which are spaced apart from each other and form a cavity between them, wherein the plates are connected to each other at at least two opposite side edges by webs. There are provided support pillars, which are included hidden in overlaps of the plates. In the cavities between the plates can be subsequently introduce insulation and Dämmein accounts.
  • the static strength of these structures made of plates should be extremely high.
  • the buildings constructed from this should be largely earthquake-proof and only slightly in danger of collapse. This should also contribute to the low weight.
  • Object of the present invention is to provide a building, which has a higher strength with economically reasonable effort, as with the known measures of the prior art.
  • a building is advantageous if it consists of several joined together with shock semi-finished components consisting of wall panels are formed, which are spaced apart by means of connecting or stabilizing elements and extend substantially in parallel planes to each other, the interstices thus formed are filled with a curable casting composition, and each forming a joint at the junction, and in which the connection or Stabilizing elements are formed by rod-shaped and / or flat spacers which extend substantially perpendicular to the planes of the wall panels, and in which at least the stabilizing elements in the region of the joint interact with positionable, multi-directional reinforcing elements, wherein the multi-directional reinforcing elements run in planes which are substantially perpendicular to the planes of the wall panels.
  • the stabilizing elements are realized by rod-shaped and / or planar composite components, which interact with the positionable multi-directional reinforcement elements.
  • a building has advantages when the positionable multi-directional reinforcing elements are formed by baskets or by brackets. Whereby it is particularly favorable if the positionable multi-directional reinforcement elements are arranged to be displaceable and / or tiltable.
  • a building can be designed particularly advantageous if the positionable multidirectional reinforcing elements cooperate with other reinforcing elements, wherein the other reinforcing elements connected to stabilizing elements and / or are firmly anchored in the wall panels.
  • a building according to the invention is extremely stable when a statically required overlap length is created by the interaction of the stabilizing elements and / or the further reinforcing elements with the positionable multi-directional reinforcing elements over the impact.
  • Fig. 1 is a highly schematic part of a building 1 shown, which consists in the illustrated embodiment of two semi-finished components 2 and 3, which are joined together with a shock 4.
  • a building according to the invention may also consist of more than two semi-finished components and in addition to the semi-finished components also have differently shaped components that may be finished parts, semi-finished parts or locally manufactured components.
  • At the joint 4 creates a joint 5, which can remain unprocessed in the ideal case 1 in the ideal case.
  • the two semi-finished components 2 and 3 are each formed of wall plates 6 and 7, which are spaced apart by means of stabilizing elements 8.
  • the wall panels 6 and 7 extend in two mutually parallel planes and thus form a gap 9, which can be filled with hardenable casting compound, for example concrete.
  • the stabilizing elements 8 are formed, for example, as a flat structure with a meandering or wavy cross section. As will be shown and described in the following embodiments, other stabilizing elements, such as rod-shaped stabilizing elements are advantageously used, but they must fulfill the purpose to fix the wall plates 6 and 7 stable in their parallel distance and spatially positioning of Modiretationalen reinforcement elements enable.
  • multi-directional reinforcing elements is used in the present subject matter of the invention to make it clear that the reinforcing elements expand in several (at least two) directions. This term is intended to distinguish the objects so designated from the common term “multi-dimensional” because every object used in construction practice is, physically considered, “multi-dimensional”. A simple rod is inevitably “multidimensional,” because as a physical body it is “multidimensional,” but it extends in one direction only, so by definition it is “unidirectional.” By definition, the "multi-directional" reinforcing elements used according to the invention expand into a plurality of directions (directions).
  • the space 9 are multi-directional reinforcing elements in the form of baskets 10 which are arranged as prefabricated assemblies in the space 9 longitudinally displaceable. They slide on the flat, wave-shaped stabilizing elements 8, by which they are largely fixed in their position within the interstices 9 to their horizontal displaceability.
  • the baskets 10 are shifted in the longitudinal direction so far that they span the joint 5 in the area of the joint 4 and create a sufficient Studentsgreifungsdorf Ü required for the stability of the structure 1.
  • the gap 9 can be poured with in-situ concrete. It is understood that instead of in-situ concrete any other hardening mass can be filled in the interspaces 9.
  • Fig. 2 an embodiment of the invention is shown, which is a variant of the embodiment according to Fig. 1 represents.
  • three-directional baskets 10 are slid obliquely into the interstices 9 of the wall panels 6 and 7 in the area of the impact.
  • the stabilizing elements 8 are arranged so that open spaces for insertion of the three-directional baskets 10 result.
  • the oblique insertion of the baskets 10 can be done manually or mechanically - ie actively - but it can also be used gravity, with their Help the baskets 10 slide into their final position.
  • Fig. 3 is shown a further variant of the invention.
  • the assembled semi-finished components 2 and 3 substantially correspond to those already known to the Fig. 1 and 2 have been described.
  • the stabilizing elements 8 are assigned permanently to multi-directional reinforcing elements in the form of bidirectional brackets 11, the brackets 11 spanning in two directions a plane perpendicular to the planes in which the wall panels 6 and 7 extend.
  • the brackets 11 and 12 are referred to as two-directional reinforcing elements, whereas the baskets 10 described above extend in a further direction and are therefore referred to as three-directional reinforcing elements.
  • the two-directional stirrups 11 cooperate with the stabilizing elements 8 and are preferably fastened to them.
  • More bidirectional reinforcing elements in the form of positionable brackets 12 are introduced into the space 9 of the other semi-finished component 3 and there shifted in the direction of the first semi-finished component 2 and optionally tilted until the positionable bracket 12 with the rigid brackets 11 in the other half finished Component 2 cooperate and produce in this way the required overlap length Ü.
  • Fig. 4 is the end position of the positioned in the manner described above bracket 12 within the gap 9 illustrated.
  • the positionable bracket 12 and connected to the stabilizing elements 8 bracket 11 are with a predetermined overlap each other. In this position, they are fixed with split pins 13, which are arranged in the region of the joint 4 within the intermediate space 9 and cooperate for reinforcement with the brackets 11 and 12.
  • Fig. 5 is another variant of the subject invention shown.
  • rigidly mounted bracket 11 and positionable bracket 12 are shown.
  • the peculiarity of the current embodiment is that the rigidly mounted bracket 11 were already cast in the manufacture of the semi-finished component 2 together with the stabilizing elements 8 in the wall panels 6 and 7. They are therefore "invisible" which is to be illustrated by the dashed representation in the left half of the figure.
  • the bracket 11 are schematically visible.
  • the positionable bracket 12 are introduced in the same manner in the gap 9 as to the embodiments of the Fig. 3 and 4 has already been explained.
  • Cotter pins 13 also provide in this variant of the invention the reinforcement connection of both types of brackets, so that a sufficient reinforcement and overlapping length Ü is ensured in the region of the joint 4.
  • Fig. 6 illustrates a detail of a building 1, in which a corner of the building 1 is shown.
  • Two semi-finished components 2 and 3 have been assembled on the construction site to form a corner joint.
  • the semi-finished components 2 and 3 are formed in a known manner by two wall plates 6 and 7 respectively.
  • the mutually parallel wall plates 6 and 7 are connected to each other by stabilizing elements 8.
  • the flat, wave-shaped stabilizing elements 8 can be formed by rod-shaped stabilizing elements 14.
  • the overlapping length required for stability is generated by means of positionable brackets 12 in the intermediate space 9 of the semi-finished components 2 and 3.
  • the positionable stirrups 12 are overlapped by being inserted and tilted in the area of impact 4 of the corner and can be fixed by means of splints 13, as shown in FIG Fig. 7 - which shows an advanced assembly phase - is shown.
  • FIG. 8 and 9 Another embodiment of the invention is shown, in which a three-directional basket is used as a reinforcing element, which is made of horizontal brackets 16 and vertical bars 17.
  • a three-directional basket is used as a reinforcing element, which is made of horizontal brackets 16 and vertical bars 17.
  • stabilizing elements In the embodiments described, plate-like or wave-shaped shapes have always been represented and described as stabilizing elements.
  • the stabilizing elements can also have other shapes, for example a rod shape, or can be used in different forms of stabilizing elements or arranged in groups.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Joining Of Building Structures In Genera (AREA)
EP14450015.4A 2013-04-15 2014-04-14 Élément de mur consistant en éléments prèfabriqués Active EP2792805B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ATA308/2013A AT514300B1 (de) 2013-04-15 2013-04-15 Bauwerk

Publications (2)

Publication Number Publication Date
EP2792805A1 true EP2792805A1 (fr) 2014-10-22
EP2792805B1 EP2792805B1 (fr) 2019-09-18

Family

ID=50549275

Family Applications (1)

Application Number Title Priority Date Filing Date
EP14450015.4A Active EP2792805B1 (fr) 2013-04-15 2014-04-14 Élément de mur consistant en éléments prèfabriqués

Country Status (2)

Country Link
EP (1) EP2792805B1 (fr)
AT (1) AT514300B1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2526533A (en) * 2014-05-09 2015-12-02 Charcon Ltd Method and apparatus for rebar tying

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
EP4253693A1 (fr) 2022-03-29 2023-10-04 Georg Weidner Entretoise

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1146179A2 (fr) * 2000-04-10 2001-10-17 Angelo Candiracci Panneau de construction à coffrage pré-armé
US20050155306A1 (en) * 2004-01-21 2005-07-21 Jeffrey Childres Joining clip for insulated concrete forms
DE102007014366A1 (de) * 2007-03-26 2008-10-02 Gerhard Maier Bewehrungsvorrichtung für Fertigbau-Teile
EP2410100A1 (fr) * 2010-07-19 2012-01-25 Fehr Mur à coffrage intégré avec armature de liaison
EP2495375A1 (fr) * 2011-03-02 2012-09-05 H&H Technologies Mur à coffrage intégré avec élément mobile de liaison pivotant

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29902384U1 (de) * 1999-02-11 2000-07-20 Rojek Richard Bewehrungsvorrichtung
FR2942824B1 (fr) * 2009-03-09 2016-07-01 Fehr Mur a coffrage integre avec armature de liaison
CN201649354U (zh) * 2009-12-18 2010-11-24 安徽建筑工业学院 具有“一”型连接构件的抗震叠合板式剪力墙
FR2965829B1 (fr) * 2010-10-07 2012-10-12 Fehr Groupe Mur a coffrage perdu avec cablette de liaison.

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1146179A2 (fr) * 2000-04-10 2001-10-17 Angelo Candiracci Panneau de construction à coffrage pré-armé
US20050155306A1 (en) * 2004-01-21 2005-07-21 Jeffrey Childres Joining clip for insulated concrete forms
DE102007014366A1 (de) * 2007-03-26 2008-10-02 Gerhard Maier Bewehrungsvorrichtung für Fertigbau-Teile
EP2410100A1 (fr) * 2010-07-19 2012-01-25 Fehr Mur à coffrage intégré avec armature de liaison
EP2495375A1 (fr) * 2011-03-02 2012-09-05 H&H Technologies Mur à coffrage intégré avec élément mobile de liaison pivotant

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2526533A (en) * 2014-05-09 2015-12-02 Charcon Ltd Method and apparatus for rebar tying

Also Published As

Publication number Publication date
EP2792805B1 (fr) 2019-09-18
AT514300A1 (de) 2014-11-15
AT514300B1 (de) 2015-10-15

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