EP1711667B1 - Module de coffrage pour produire notamment des murs economisant le beton - Google Patents

Module de coffrage pour produire notamment des murs economisant le beton Download PDF

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Publication number
EP1711667B1
EP1711667B1 EP04803787A EP04803787A EP1711667B1 EP 1711667 B1 EP1711667 B1 EP 1711667B1 EP 04803787 A EP04803787 A EP 04803787A EP 04803787 A EP04803787 A EP 04803787A EP 1711667 B1 EP1711667 B1 EP 1711667B1
Authority
EP
European Patent Office
Prior art keywords
formwork
corner
walls
sections
concrete
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.)
Not-in-force
Application number
EP04803787A
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German (de)
English (en)
Other versions
EP1711667A1 (fr
Inventor
Djordje Vukajlovic
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Vukajlovic Djordje
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Vukajlovic Djordje
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Publication of EP1711667A1 publication Critical patent/EP1711667A1/fr
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/001—Corner fastening or connecting means for forming or stiffening elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/32—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure formed of corrugated or otherwise indented sheet-like material; composed of such layers with or without layers of flat sheet-like material
    • E04C2/322—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure formed of corrugated or otherwise indented sheet-like material; composed of such layers with or without layers of flat sheet-like material with parallel corrugations
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
    • E04C2/3405—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by profiled spacer sheets
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00—Forming or shuttering elements for general use
    • E04G9/10—Forming or shuttering elements for general use with additional peculiarities such as surface shaping, insulating or heating, permeability to water or air
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
    • E04C2/3405—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by profiled spacer sheets
    • E04C2002/3444—Corrugated sheets
    • E04C2002/3455—Corrugated sheets with trapezoidal corrugations

Definitions

  • the present invention relates to a formwork module for the production of concrete-saving walls according to the preamble of patent claim 1.
  • Factors that drive home construction are, in particular, the large quantities of building materials used, and in particular of concrete. If it is necessary or intended, in particular thick walls, for example those with a width of 24 or 30 cm, to produce concrete in view of the static requirements, correspondingly large amounts of concrete must be consumed. As a result, the cost of such walls increase significantly.
  • the WO 97/43507 A1 deals with a formwork module for the production of concrete-saving walls of prefabricated parts according to the preamble of claim 1.
  • the formwork module has a base member which fulfills a support function.
  • Several juxtaposed moldings form a foot element for a formwork wall, which is inserted into the foot element.
  • the formwork wall is formed by panels which have only a comparatively small height. For the formation of corners separate elements are provided.
  • a similar formwork module with separate corner elements is also from the US 6,324,812 B1 known.
  • the invention has for its object to provide a formwork module for the production of concrete-saving walls, which allows the formation of corners in a simple manner.
  • the object of the invention and solution of the problem is a formwork module according to claim 1.
  • portions derived from the shape of a trapezoid are typically those portions which have a baseline and, starting from these two side lines, such that a trapezoid is formed with an imaginary second baseline opposite the baseline.
  • the second baseline is not part of the sections.
  • the two side lines form with the baseline an obtuse angle ⁇ preferably in a range of 120 ° to 150 °, wherein preferably the angle ⁇ between the baseline and the one side line and the baseline and the other side line is identical. That is, with an imaginary complete trapezoid formed by adding the imaginary further baseline, the baseline associated with the section is made shorter than the baseline just opposite it.
  • the sections can also be designed in such a way that, starting from a baseline, a lateral line is arranged at an obtuse angle .alpha., Which accordingly returns to a baseline.
  • These sections can also be described as trapezoidal sections, which are bisected at the level of the center of the baseline and assembled after rotation of a section by 180 ° and reflection of the other section to each other.
  • corners sections can be used, which have starting from a baseline with this an obtuse angle ⁇ forming side line, and this section with a corresponding trained and mirror-inverted arranged second section is connected.
  • the two formwork walls are arranged at such a distance from one another that a kind of zigzag-like band is formed by them, but interrupted in each case by linear regions formed by the respective baselines.
  • These linear areas formed by the baselines serve as a bearing surface for preferably provided support means on both sides of the formwork system formed by the formwork walls.
  • the support means for holding and fixing the two formwork walls to each other may be formed in particular from plates and / or pipe or rod and / or frame systems, as these are known from formwork modules used in construction, wherein the support means are preferably fixedly connected to the shuttering walls ,
  • the formwork module according to the invention typically consists of units formed by the two formwork walls and the support means fixedly connected thereto, in particular held to one another by at least one, preferably at least two, more preferably exactly two anchors.
  • statically stable walls with a considerably reduced amount of concrete.
  • a formwork module for a 24 cm wide wall, only about 0.085 m 3 of concrete / m 2 of wall is needed. At least is preferred an amount of about 0.06 m 3 , more preferred is a range of 0.065 m 3 to 0.095 m 3 concrete / m 2 .
  • the formwork module By juxtaposing a plurality of alternating first and second sections can be made arbitrarily flexible and in length as well as in height different walls.
  • the formwork module according to the invention offers a variety of combination and thus of applications.
  • the formwork module is intended to produce stable wall corner elements, wherein a right angle is provided and wherein the tapered from both sides of the corner sections are formed equal and interconnected.
  • At least one reinforcing element is arranged between the shuttering walls.
  • This reinforcing element is preferably provided centrally between the two formwork walls.
  • a bendable mat is provided, but it can also be used other curved reinforcing elements.
  • the reinforcing elements are held in particular by construction iron in position.
  • the support means arranged on the two outer sides of the shuttering walls formed by the respective baselines of the sections are connected to the shuttering walls by at least one armature, preferably at least two armatures, wherein the armature is arranged approximately at the level of the center of the baseline.
  • An armature arranged in this way firmly connects the support means arranged on the two outer sides with the two formwork walls. It is removed after incorporation and hardening of the concrete.
  • the sections are advantageously formed from a plurality of interconnected, in particular screwed, and hookable components. Between these components, in order to achieve the highest possible flexibility of the formwork system according to the invention, even the lateral and / or baselines of the imaginary trapezoid can be arranged to extend the planar center elements. As a result, for example, it is extremely easy to produce a 30 cm thick wall from a 24 cm thick wall using the same components. This is especially true if the planar central elements have elongate recesses / bores through which a projection arranged, for example, on the section can engage in a sliding manner.
  • Such a planar central element may be provided with at least two such elongated recesses, in which engage the projections of the sections, to achieve a secure and accurate construction of the formwork walls, respectively arranged on the two sides facing the sections of the planar central element.
  • any other type of connection of the central elements may be provided with the sections.
  • the recesses / holes may be formed, for example, round or square.
  • a secure connection between the sections and the middle elements is achieved by a screw, in which case advantageously in example the slot engaging projection is provided with a thread, so that after use of the central element that can be connected by a nut fixed to the section.
  • a secure connection can not only be achieved through a System be formed recess projection, any other conceivable connection system is possible, for example, a connection via interlocking projecting hooks, anchors, provided notches etc.
  • the shuttering wall can also be integrally formed.
  • the wall made with the formwork module will meet the requirements placed on them in house construction and is also considerably cheaper to produce in terms of only a very small amount of concrete used compared to conventional solid concrete walls. Preference is given to concrete, especially waterproof concrete B35, are used.
  • the wall according to the invention is provided on at least one side with at least one lightweight panel.
  • the lightweight panels come to rest on the defined by the baseline of the trapezoidal sections of the formwork modules wall areas and can be attached to these by means of drilling or the like.
  • the thereby resulting between the lightweight panels and the zigzag-like running concrete wall cavities can be filled with insulating or other material.
  • the wall can be provided on both sides not only with identical lightweight panels, but also with different lightweight panels, which allows maximum flexibility. On external walls, for example, a Verklink réelle be applied. For example, for a hall construction, the wall can also be left unclicked.
  • Fig. 1 shows a total of one designated by the reference numeral 1 formwork module in a wall-corner combination for producing, for example, a 24 cm thick wall.
  • the formwork module 1 has two shuttering walls 2 and 5, wherein the shuttering walls 2 and 5 are each formed of sections 3 and 4.
  • the sections 3 and 4 are arranged alternately and mirror-inverted to each other to a continuous wall 2 and 5 respectively.
  • the sections 3 and 4 consist in the plan view of baselines 6 and 7 with side lines 15 and 16, wherein the angle ⁇ is approximately 140 °.
  • the formwork walls 2 and 5 and thus the sections 3 and 4 may have any height, depending on the requirements of the wall to be produced.
  • the formwork walls 2 and 5 are held with formed from tubes support means 10 and 11 on the two defined by the respective baselines 6 and 7 of the sections 3 and 4 outer sides 9 to each other.
  • the anchors extend at the level of the center of the baselines 6 and 7 of the trapezoidal sections 3 and 4.
  • the distances between the shuttering wall 2 and the shuttering wall 5 are the same over the entire length seen, that is, the shuttering walls 2 and 5 are dimensioned identically.
  • the corner element schematically indicates that the sides indicated by the line 19 of the formwork walls 2 tapering towards the corner from both directions are removed. At the same time, the sides of the respective formwork walls 5 tapering towards the corner are longer towards the corner, so that additional wall corner elements 17 and 18 are formed when the formwork module is filled with concrete, preferably B35.
  • the corner element can also be described as formed from two sections 23 and 24 (in Fig. 1 each marked by a bracket), which are arranged mirror-inverted and connected to each other. The sections 23 and 24 may be aligned approximately parallel to each other, but also at an angle, and here in particular in the manner of a trapezoid to run towards each other.
  • Fig. 2 now shows in detail the arrangement of reinforcing elements 12.1 and 12.2 and 2.1 and structural iron 14 in the space formed by the shuttering walls 2 and 5.
  • a bendable iron mat is arranged around this around as a reinforcing element 12 approximately centrally between the two formwork walls 2 and 5.
  • concrete is added to complete the wall.
  • a gate 22 defined, which can be described as resulting from a mental halving of the sections 3 or 4 and a subsequent rotation by 180 ° of a subsection and mirroring of the further subsection emerged.
  • the erected formwork module according to Fig. 1 and 2 filled with concrete and after curing the same anchor 13 together with the support means 10 and 11 removed. Subsequently, the shuttering walls 2 and 5 or the individual trapezoidal components 20 forming these are also removed. On the then free-standing zigzag wall extending lightweight panels are mounted by the two outer sides 8 and 9, which obtain sufficient support on the bearing surfaces formed by the baselines 6 and 7.
  • a further reinforcing element 21 are introduced, so that the formed corner meets the static requirements.
  • the additional reinforcing element 21 may be connected to the reinforcing elements 12.1 and 12.2, possibly via additional, not shown here elements, but can also be safely held without such a connection only by means of the construction iron 14.
  • the reinforcing element 21 as well as the sections 23 and 24 (see Fig. 1 ) and parallel to them.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Claims (5)

  1. Module de coffrage (1) pour la fabrication de murs avec moins de béton, comprenant :
    une paire de premiers murs à coffrage (2) avec au moins deux parties (3, 4) dérivées d'une forme de trapèze, qui forment un mur continu en s'alternant en symétrie spéculaire l'une par rapport à l'autre,
    une paire de deuxièmes murs à coffrage (5), conçue de façon correspondante au premier mur à coffrage (2), et
    dans lequel les premiers et deuxièmes murs à coffrage (2, 5) sont espacés l'un de l'autre, de manière former une bande en zigzag interrompue par des surfaces d'appui (6, 7) planes et disposées parallèlement, et dans lequel le module de coffrage (1) comprend un élément de coin avec un coin en angle droit, caractérisé en ce que
    les extrémités des premiers murs à coffrage (2) s'étendant dans les deux sens en direction du coin et formant le côté obtus du coin, sont respectivement raccourcies sur une partie de la surface d'appui (6, 7) d'un trapèze qui est éloignée du côté de la pointe du coin, de sorte que les surfaces d'appui (6, 7) forment le côté obtus du coin, et
    en ce que les extrémités des murs à coffrage (5) s'étendant dans les deux sens en direction du coin et formant le côté pointu du coin, sont respectivement allongées en direction du coin, jusqu'à une partie de la surface d'appui (6, 7) suivante située du côté pointu du coin, de sorte que ces surfaces d'appui (6, 7) forment le côté pointu en angle droit du coin, et
    en ce que le côté pointu du coin est formé par deux sections partielles (23, 24) reliées entre elles en symétrie spéculaire, d'abord parallèlement puis de façon angulaire.
  2. Module de coffrage selon la revendication 1, caractérisé en ce qu'il comporte des moyens d'appui (10, 11) sur les côtés extérieurs (8, 9) définis par chacune des surfaces d'appui (6, 7) des parties (3, 4).
  3. Module de coffrage selon la revendication 2, caractérisé en ce qu'au moins une ancre (13) destinée à relier les murs à coffrage (2, 5) aux moyens d'appui (10, 11) est disposée à peu près à mi-hauteur des surfaces d'appui (6, 7).
  4. Module de coffrage selon l'une des revendications précédentes, caractérisé en ce qu'au moins un moyen d'armature (12) est monté entre les murs à coffrage (2, 5).
  5. Module de coffrage selon la revendication 4, caractérisé en ce que l'élément d'armature (12) est conçu comme un tapis flexible.
EP04803787A 2003-12-13 2004-12-13 Module de coffrage pour produire notamment des murs economisant le beton Not-in-force EP1711667B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE20319302U DE20319302U1 (de) 2003-12-13 2003-12-13 Schalungsmodul zur Herstellung insbesondere betonsparender Wände
PCT/EP2004/014150 WO2005056953A1 (fr) 2003-12-13 2004-12-13 Module de coffrage pour produire notamment des murs economisant le beton

Publications (2)

Publication Number Publication Date
EP1711667A1 EP1711667A1 (fr) 2006-10-18
EP1711667B1 true EP1711667B1 (fr) 2013-01-23

Family

ID=31970169

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04803787A Not-in-force EP1711667B1 (fr) 2003-12-13 2004-12-13 Module de coffrage pour produire notamment des murs economisant le beton

Country Status (3)

Country Link
EP (1) EP1711667B1 (fr)
DE (1) DE20319302U1 (fr)
WO (1) WO2005056953A1 (fr)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1420654A (fr) * 1964-11-28 1965-12-10 Coffrage pour béton
EP0123264A2 (fr) * 1983-04-18 1984-10-31 Salvador Pujol Barcons Système de bâtiment et ses composants
US6443418B1 (en) * 2000-10-26 2002-09-03 Kozo Itamochi Ultra thin-type form panel, a form employing the same, and a method for constructing a foundation
EP1308571A1 (fr) * 2000-08-04 2003-05-07 Yanagihara, Minori Banche et element de support de panneau

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH75941A (de) * 1916-04-14 1917-10-16 A Buergi Verblendstein
US2523713A (en) * 1946-07-10 1950-09-26 Jr William E Mortrude Tieless concrete mold
NL8301463A (nl) 1983-04-26 1984-11-16 Stamicarbon Vinylchloridepolymeren.
AU2687497A (en) 1996-05-15 1997-12-05 Krystyna Drya-Lisiecka Concrete form system
CA2277689A1 (fr) 1999-07-09 2001-01-09 Krystyna Drya-Lisiecka Construction alveolaire transdynamique

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1420654A (fr) * 1964-11-28 1965-12-10 Coffrage pour béton
EP0123264A2 (fr) * 1983-04-18 1984-10-31 Salvador Pujol Barcons Système de bâtiment et ses composants
EP1308571A1 (fr) * 2000-08-04 2003-05-07 Yanagihara, Minori Banche et element de support de panneau
US6443418B1 (en) * 2000-10-26 2002-09-03 Kozo Itamochi Ultra thin-type form panel, a form employing the same, and a method for constructing a foundation

Also Published As

Publication number Publication date
WO2005056953A1 (fr) 2005-06-23
DE20319302U1 (de) 2004-02-26
EP1711667A1 (fr) 2006-10-18

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