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EP1711667A1 - Module de coffrage pour produire notamment des murs economisant le beton - Google Patents

Module de coffrage pour produire notamment des murs economisant le beton

Info

Publication number
EP1711667A1
EP1711667A1 EP04803787A EP04803787A EP1711667A1 EP 1711667 A1 EP1711667 A1 EP 1711667A1 EP 04803787 A EP04803787 A EP 04803787A EP 04803787 A EP04803787 A EP 04803787A EP 1711667 A1 EP1711667 A1 EP 1711667A1
Authority
EP
European Patent Office
Prior art keywords
formwork
wall
sections
walls
module according
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
EP04803787A
Other languages
German (de)
English (en)
Other versions
EP1711667B1 (fr
Inventor
Vukajlovic Djordje
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.)
Vukajlovic Djordje
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP1711667A1 publication Critical patent/EP1711667A1/fr
Application granted granted Critical
Publication of EP1711667B1 publication Critical patent/EP1711667B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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

  • Designation formwork module for the production of concrete-saving walls in particular
  • the present invention relates to a formwork module for producing in particular concrete-saving walls with a first and a second formwork wall, and to a wall produced by means of this formwork module.
  • Cost-driving factors in house construction are in particular the large quantities of building materials used, and here 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 be made from concrete with regard to the static requirements, then correspondingly large amounts of concrete must be used. This increases the manufacturing costs of such walls considerably.
  • a formwork module for producing, in particular, concrete-saving walls with a first formwork wall which has at least two sections derived from the shape of a trapezoid, the further, correspondingly designed second section proceeding continuously from at least one end of the first section is arranged, and with a second formwork wall, which is designed substantially corresponding to the first formwork wall, and wherein the formwork walls are arranged spaced apart from one another such that the base lines of the sections are arranged parallel to one another.
  • Sections derived from the shape of a trapezoid in the sense of the present invention are typically those sections which have a base line and, starting from this, two side lines, so that a trapezoid is formed with an imaginary second base line arranged opposite the base line.
  • the second baseline is not part of the sections.
  • the two side lines form an obtuse angle ⁇ with the base line, preferably in a range from 120 ° to 150 °, preferably the Angle ⁇ between the baseline and one side line and the baseline and the other side line is identical. That is, in the case of an imaginary complete trapezoid, which is formed by adding the imaginary further baseline, the baseline belonging to the section is shorter than the merely imaginary baseline lying opposite it.
  • the sections can also be designed in such a way that, starting from a base line, a side line is arranged at an obtuse angle ⁇ , which correspondingly merges again into a base line.
  • These sections can also be described as trapezoidal sections, which are halved at the level of the center of the base line and which are assembled to one another after rotation of a section by 180 ° and reflection of the other section.
  • Sections can be used for the formation of corners which, starting from a base line, have a side line forming an obtuse angle ⁇ therewith, and this section is connected to a correspondingly designed and mirror-inverted second section.
  • the two formwork walls are spaced from each other in such a way that a kind of zigzag-like band is formed by them, but interrupted in each case by linear areas formed by the respective baselines.
  • These linear areas formed by the base lines serve as a support surface for preferably provided support means on both sides of the formwork system formed by the formwork walls 1 and 2.
  • the support means for holding and fixing the two formwork walls to one another can in particular be formed from plates and / or pipes or rods and / or frame systems, as are known from formwork modules used in construction, the support means preferably being firmly connected to the formwork walls ,
  • the formwork module according to the invention typically consists of units, formed by the two formwork walls and the support means firmly connected to them, in particular held to one another by at least one, preferably at least two, more preferably exactly two anchors.
  • the formwork module according to the invention advantageously makes it possible to produce statically stable walls with a considerably reduced amount of concrete. This is how for example, in the manufacture of a wall with a width of 24 cm with a formwork module for a wall with a width of 24 cm, only a quantity of about 0.085 m 3 of concrete / m 2 of wall is required. At least an amount of about 0.06 m 3 is preferred, a range from 0.065 m 3 to 0.095 m 3 concrete / m 2 is more preferred.
  • the formwork module according to the invention thus offers a large number of possible combinations and thus of possible uses. It is also easily possible to produce stable wall corner elements with the formwork module according to the invention. If, for example, the provision of a right angle in a wall corner element is desired, the sections tapering towards the corner from both sides can be of identical design and can be connected to one another.
  • At least one reinforcement element is advantageously arranged between the formwork walls.
  • This reinforcement element is preferably provided centrally between the two formwork walls.
  • a bendable mat is particularly preferably provided as the reinforcement element, but other curved reinforcement elements can also be used.
  • the reinforcement elements are held in position by structural iron in particular.
  • the support means arranged on the two outer sides of the formwork walls formed by the respective base lines of the sections are connected to the formwork walls by at least one anchor, preferably at least two anchors, the anchor being arranged approximately at the center of the base line.
  • An anchor arranged in this way firmly connects the support means arranged on the two outer sides to the two formwork walls. It is removed after the concrete has been poured in and hardened.
  • the sections are advantageously formed from a plurality of components which can be connected to one another, in particular screwed, and also hooked.
  • planar middle elements extending the side and / or base lines of the imaginary trapezoid can be arranged between these components. This makes it possible, for example, to easily convert a 24 cm thick wall into a 30 cm thick wall to manufacture the same components.
  • the flat central elements have elongated recesses / bores through which a projection, for example arranged on the section, can engage in a sliding manner. Then there is the possibility of widening the wall, such a flat central element advantageously having two elongate recesses or one arranged in the same way
  • Such a flat middle element can be provided with at least two such elongate recesses, in which the projections of the sections engage, arranged on the two sides of the flat middle element facing the sections, in order to achieve a safe and precise construction of the formwork walls.
  • any other type of connection of the central elements to the sections can also be provided.
  • the recesses / bores can be round or square, for example.
  • a secure connection between the sections and the central elements is achieved by means of a screw connection, in which case the projection which engages in the elongated hole, for example, is advantageously provided with a thread, so that after use of the central element, it can be firmly connected to the section by a nut.
  • At least one projection is provided in the central elements for the recesses / bores in the sections and vice versa.
  • a secure connection cannot only be formed by a system of recess / projection, any other conceivable connection system is also possible, for example a connection via interlocking projecting hooks, anchors, provided detents, etc.
  • the formwork wall can also be formed in one piece.
  • the formwork wall and thus also the sections or the planar central elements are preferably made of aluminum and / or galvanized sheet metal, for cost reasons preferably made of galvanized sheet metal.
  • the present invention further relates to a wall made with the formwork module according to the invention.
  • This wall meets the requirements placed on these in house construction and is also considerably less expensive to produce in view of the very small amount of concrete used in comparison to conventional solid concrete walls.
  • Concrete, in particular waterproof concrete B35 is preferably used.
  • the wall according to the invention is preferably provided on at least one side with at least one lightweight building board.
  • the lightweight panels come to rest on the wall areas defined by the basic lines of the trapezoidal sections of the formwork module and can be attached to them by means of a hole or the like.
  • the cavities that result between the lightweight building boards and the zigzag-like concrete wall can be filled with insulation or other material.
  • the wall can not only be provided with identical lightweight panels on both sides, but also with different lightweight panels, which enables maximum flexibility.
  • the wall can also be left unclinked.
  • Figure 1 is a plan view of a formwork module according to the invention.
  • FIG. 2 shows a further top view of a formwork module according to the invention with drawn-in probation elements and structural iron;
  • the formwork module 1 shows a formwork module, designated by the reference number 1, in a wall-corner combination for producing, for example, a 24 cm thick wall.
  • the formwork module 1 has two formwork walls 2 and 5, the formwork walls 2 and 5 each being formed from sections 3 and 4. Sections 3 and 4 are arranged alternately and mirror-inverted to one another to form a continuous wall 2 and 5, respectively. Sections 3 and 4 consist of top lines 6 and 7 with side lines 15 and 16, the angle ⁇ being approximately 140 °.
  • the formwork walls 2 and 5 and thus the sections 3 and 4 can have any height, depending on the requirements of the wall to be manufactured.
  • anchors 13 By means of anchors 13, the formwork walls 2 and 5 are joined together with support means 10 and 11 formed from tubes on the two outer sides 9 defined by the respective base lines 6 and 7 of the sections 3 and 4. who held.
  • the anchors run at the level of the center of the base lines 6 and 7 of the trapezoidal sections 3 and 4.
  • the distances between the formwork wall 2 and the formwork wall 5 are the same over the entire length, i. H. the formwork walls 2 and 5 are dimensioned identically.
  • the corner element it is indicated schematically that the sides indicated by the line 19 of the formwork walls 2 running towards the corner from both directions have been removed.
  • the sides of the respective formwork walls 5 tapering to the corner are extended 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 being formed from two sections 23 and 24 (each identified by a bracket in FIG. 1), which are arranged and connected in a mirror-inverted manner to one another.
  • the sections 23 and 24 can be aligned approximately parallel to one another, but also at an angle, and here, in particular, run in the manner of a trapezoid.
  • FIG. 2 now shows in detail the arrangement of reinforcement elements 12.1 and 12.2 and 2.1 and structural iron 14 in the space formed by the formwork walls 2 and 5.
  • a bendable iron mat is arranged around it as a reinforcing element 12 approximately in the middle between the two formwork walls 2 and 5.
  • concrete is added to complete the wall.
  • a section 22 is defined, which can be described as being the result of a conceptual halving of sections 3 or 4 and a subsequent rotation through 180 ° of a section as well as reflection of the further section.
  • the erected formwork module according to FIGS. 1 to 3 is filled with concrete and, after it has hardened, the anchors 13 together with the support means 10 and 11 are removed. Then the formwork walls 2 and 5 or the individual trapezoidal components 20 forming them are also removed. On the then free-standing zigzag wall, lightweight panels are attached from the two outer sides 8 and 9, which have sufficient support on the support surfaces formed by the base lines 6 and 7.
  • a further reinforcement element 21 can be introduced into the corner sections 17 and 18 by means of additional structural iron 14, as shown in FIG. 2, so that the corner formed also meets the structural requirements.
  • the additional reinforcement element 21 can be connected to the reinforcement elements 12.1 and 12.2, possibly via additional elements not shown here, but can also be held securely by means of the construction iron 14 even without such a connection.

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)

Abstract

L'invention concerne un module de coffrage (1) pour produire notamment des murs économisant le béton. Le module de coffrage selon l'invention comprend une première paroi de coffrage (2) présentant au moins deux sections (3, 4) dérivées de la forme d'un trapèze et telles que, en partant d'au moins une extrémité de la première section (3), la deuxième section (4) est placée à la suite en continu avec une forme correspondante. Le module de coffrage selon l'invention comprend également une deuxième paroi de coffrage (5) réalisée pratiquement de manière correspondante à la première paroi de coffrage (2). Le module de coffrage selon l'invention est caractérisé en ce que les parois de coffrage (2, 5) sont placées à distance l'une de l'autre de sorte que les lignes de base (6, 7) des sections (3, 4) sont parallèles entre elles.
EP04803787A 2003-12-13 2004-12-13 Module de coffrage pour produire notamment des murs economisant le beton Expired - Lifetime 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 true EP1711667A1 (fr) 2006-10-18
EP1711667B1 EP1711667B1 (fr) 2013-01-23

Family

ID=31970169

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04803787A Expired - Lifetime 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)

Family Cites Families (9)

* 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
FR1420654A (fr) * 1964-11-28 1965-12-10 Coffrage pour béton
FR2544356B1 (fr) * 1983-04-18 1987-07-17 Pujol Barcons Salvador Ensemble de construction pour la coulee de structures rigides monolithiques et procede de construction de telles structures
NL8301463A (nl) 1983-04-26 1984-11-16 Stamicarbon Vinylchloridepolymeren.
WO1997043507A1 (fr) 1996-05-15 1997-11-20 Drya Lisiecka Krystyna Systeme de coffrage pour le beton
CA2277689A1 (fr) 1999-07-09 2001-01-09 Krystyna Drya-Lisiecka Construction alveolaire transdynamique
KR100811382B1 (ko) * 2000-08-04 2008-03-07 야나기하라 미노리 형틀 패널 및 패널 유지 부재
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

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2005056953A1 *

Also Published As

Publication number Publication date
WO2005056953A1 (fr) 2005-06-23
EP1711667B1 (fr) 2013-01-23
DE20319302U1 (de) 2004-02-26

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