EP1540104B1 - Paroi filtrante d'un coffrage perdu, moyens de fabrication de la paroi filtrante, procede de fabrication de la paroi filtrante et coffrage equipe avec la paroi filtrante - Google Patents

Paroi filtrante d'un coffrage perdu, moyens de fabrication de la paroi filtrante, procede de fabrication de la paroi filtrante et coffrage equipe avec la paroi filtrante Download PDF

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Publication number
EP1540104B1
EP1540104B1 EP03762719A EP03762719A EP1540104B1 EP 1540104 B1 EP1540104 B1 EP 1540104B1 EP 03762719 A EP03762719 A EP 03762719A EP 03762719 A EP03762719 A EP 03762719A EP 1540104 B1 EP1540104 B1 EP 1540104B1
Authority
EP
European Patent Office
Prior art keywords
fact
filtering wall
per demand
lattice work
per
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.)
Expired - Lifetime
Application number
EP03762719A
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German (de)
English (en)
French (fr)
Other versions
EP1540104A1 (fr
Inventor
Francoise Dauron
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Individual
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Individual
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Publication date
Application filed by Individual filed Critical Individual
Publication of EP1540104A1 publication Critical patent/EP1540104A1/fr
Application granted granted Critical
Publication of EP1540104B1 publication Critical patent/EP1540104B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • E04B2/8658—Walls made by casting, pouring, or tamping in situ made in permanent forms using wire netting, a lattice or the like as form leaves

Definitions

  • the invention relates to a filter wall of a lost formwork.
  • It also relates to the formwork equipped with the filtering wall and to the manufacturing process.
  • the first type includes reusable forms.
  • the formwork walls are formed from steel sheets fixed to a supporting structure, see for example FR 2 712 016 A .
  • the composite "formwork / filling" has improved mechanical characteristics compared to a veil made by traditional means.
  • the first formwork used mainly expanded metal to achieve the desired permeability of the formant skin.
  • the metal structure can not be taken into account in the calculations of the structure.
  • the metal skin deployed can in some cases be the cause of claims due to corrosion phenomena.
  • a lost formwork with filtering skin is known ( FR-A-2800109 ) which, instead of the expanded metal, uses a lattice or broad-mesh fabric obtained by interlacing warp yarns with weft yarns.
  • the mesh size of the mesh is defined according to the aggregates and the desired filtering.
  • the mesh being flexible.
  • spacers keep the formwork skin away from the frame.
  • the invention proposes to remedy the aforementioned drawbacks.
  • the invention also relates to the formwork equipped with the formwork wall and the manufacturing means of said formwork wall.
  • the formwork wall acts as a filter and depending on the size of the mesh allows to evacuate the excess moisture.
  • this filtering wall comprises a lattice 2 formed by assembling flexible warp yarns 2A, 2B and weft 2C, this lattice being stretched over a so-called indeformable structure.
  • indeformable should be taken in its strict sense but, in the sense, where the deformation related to the tension is extremely weak.
  • This filtering wall is then fixed on a support structure to determine a volume with another wall formwork.
  • the voltage and therefore the deformation is determined between two consecutive voltage maintenance means.
  • the principle does not consist in exerting a tension between the ends of the lattice and then in setting up the holding means but, in contrast, fixing one end of the lattice with holding means and then exerting a tension force to fix the latching elements. following holding means.
  • the tension exerted on the stronger threads, the warp and weft threads located in the previously defined mesh will be arranged according to an iso-constrained repair as shown in FIG. figure 4 .
  • the mesh is defined by four points A1, A2, B1, B2, that before putting in tension.
  • This arrangement distributes the stresses in a decreasing manner from the edge of the mesh, which will allow, under pressure, increasing deformations towards the center of the mesh.
  • the formwork face defined by a mesh, under the pressure of concrete, is no longer flat but curved.
  • the value of the deformation is determined by the ratio between the elasticity of the son 2A more resistant compared to other son 2B.
  • the resistant wire will not be common to two meshes side by side and, therefore, the mesh will include pairs of resistant wires 2A.
  • the distance between the resistant wires of a pair will depend on the means of maintaining the voltage.
  • These resistant son 2A are either larger son or another material, or more generally consist of a group of close son.
  • the lattice is not laid on a pre-formed dimensionally stable structure, but this structure is constructed at the same time as the filtering wall.
  • the so-called pressure bar 4 may comprise splines 4A.
  • This pressure bar 4 is triangular in shape and the outer face of the base has splines 4A.
  • This pressure bar has an axial cavity 4B to give it flexibility.
  • the support bars 5 will be in pairs, that is to say a connecting means 3 is hooked on a pressure bar and two support bars.
  • connection means 3 we will now describe in more detail a connection means 3. It is furthermore specified that in order to prevent any risk of disorders resulting from unclogging of the elements during transport, this device may be completed by a positive locking device, a gluing or welding.
  • This connecting means is a jumper for overlapping the pressure bar.
  • This jumper comprises two legs 3A bearing a thrust face 3B for the pressure bar and, externally, on each of the outer faces of the legs, a support plane 3C for the support bars.
  • the pressure bar slips between the rider's legs.
  • a 3D lock prevents the grab bars from slipping sideways.
  • the 3D lock constituted by a boss is adjacent to one of the support planes 3C.
  • This support bar is forcibly rotated around its base.
  • this support bar thus has rounded faces and a flexibility allowing elastic deformation.
  • Sectional view it is in the embodiment in the form of an eight.
  • the ends of the legs carry lateral notches 3E to anchor on a "Tor" iron of the supporting structure of the formwork.
  • a cutting station 50 at the appropriate length is provided downstream of the assembly stations of the filtering wall.
  • the installation of the indeformable structure consists in progressively positioning, on the tensioned net, the connecting means 3 and then setting up the pressure bar 4 and the supporting bars 5.
  • the means for creating the lattice tension are divided into two so-called tensioning zones 30A, 30B which are distributed on both sides of the tool 41.
  • One is arranged just behind the lattice wound on its axis. and the other at the level of the trellis equipped and thus finished.
  • the tensioning means exert a traction force on the lattice then locked in translation by one of the devices of the tool 41.
  • the tensile force is determined by the number of meshes between the two tensioning zones to be proportional to the desired elongation of a mesh.
  • Locking in translation of the lattice located at the downstream tensioning zone 30B comprises a roller 31 and a counter-roll 32, each being provided with grooves 33 able to allow the riders to pass freely.
  • a constant torque drive device for example, allows to apply on the warp son 2A and 2B a predetermined constant effort.
  • roller and against roller are motorized and can progressively advance the trellis.
  • the roller and / or the counter-roller may consist of rollers aligned on an axis.
  • the roller is incidentally mounted on arms 100.
  • the outer face of the rollers and / or the roll and against-roller will be elastically deformable material to be in sufficient mesh with the mesh.
  • the diameter will be set to engage a sufficient surface length of lattice.
  • the tensioning means consist of a set of two fixed rollers 34,35 between which is located a roller 36 movable between two positions, one high triggering the unwinding of the mandrel on which is wound the lattice and the other low triggering the stop of the mandrel.
  • the lattice 2 then forms a V e.
  • the upstream traction force on the trellis is given either by the simple weight of the mobile roll 36, or this weight is completed by springs or other traction means such as jacks etc ...
  • the voltage is thus determined by the means distributed upstream of the tool 41.
  • This laying device consists of wheels 42 distributed along an axis transverse to the direction of movement of the lattice.
  • All the wheels 42, integral in rotation, are driven by a suitable irreversible device (stepper motor for example) which allows a rotation corresponding to a pitch of the trellis.
  • Each wheel 42 whose circumference is a multiple of the mesh size regularly has notches 43 able to house the head of each connecting means.
  • the device comprises guides 44 for the pressure bars which must be introduced into the heads of the riders.
  • These guides therefore have a groove 45 of complementary shape to the outer face of the pressure bars.
  • the guides also serve to assemble the wheels together.
  • the machine comprises a device 46 for aligning the set of jumpers located on an axis.
  • This alignment device comprises an axis 47 on which are mounted pairs of disks 48 spaced apart, each pair of disks being intended to wedge laterally a jumper and the part of the axis located between two disks of a pair, s partially engage the rider's legs.
  • 60 teeth carried by the wheels 41 are used to position, advance and immobilize the lattice on said disks.
  • the installation of the jumpers is done from below in the represented installation.
  • a positioning is thus obtained along both axes, the time to introduce the pressure bar which comes from a profile wound on a drum.
  • the supply of the pressure bar 4 is as follows.
  • the profile from a coil is driven by pressure rollers 70 to a first stop 71.
  • the first stop 71 is retracted and the pressure rollers 70 push the profile 4 through the jumpers 3 guided by the guides 44, until a second stop 72.
  • the section 4 is then cut and the first stop is then put back in place.
  • these support bars 5 wound on a reel, are unrolled progressively flat and then rotated 90 ° to come anchor self-stable position on the rider.
  • the machine will therefore include a device for progressively unwinding the sections 5 and a means for putting them in place.
  • the support bars 5 are guided in such a way as to rest on the support planes of the connecting means 3.
  • the two support bars 5 then form a Vee.
  • a mechanical means 80 tilts the support bars towards the connecting means 3.
  • the filtering wall is then coupled to a supporting structure to form a lost formwork.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Filtering Materials (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Sewage (AREA)
EP03762719A 2002-07-04 2003-07-01 Paroi filtrante d'un coffrage perdu, moyens de fabrication de la paroi filtrante, procede de fabrication de la paroi filtrante et coffrage equipe avec la paroi filtrante Expired - Lifetime EP1540104B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
FR0208398 2002-07-04
FR0208398A FR2841920B1 (fr) 2002-07-04 2002-07-04 Paroi filtrante d'un coffrage perdu, moyens de fabrication de la paroi filtrante, procede de fabrication de la paroi filtrante et coffrage equipe avec la paroi filtrante
PCT/FR2003/002029 WO2004005639A1 (fr) 2002-07-04 2003-07-01 Paroi filtrante d'un coffrage perdu, moyens de fabrication de la paroi filtrante, procede de fabrication de la paroi filtrante et coffrage equipe avec la paroi filtrante

Publications (2)

Publication Number Publication Date
EP1540104A1 EP1540104A1 (fr) 2005-06-15
EP1540104B1 true EP1540104B1 (fr) 2009-12-02

Family

ID=29725164

Family Applications (1)

Application Number Title Priority Date Filing Date
EP03762719A Expired - Lifetime EP1540104B1 (fr) 2002-07-04 2003-07-01 Paroi filtrante d'un coffrage perdu, moyens de fabrication de la paroi filtrante, procede de fabrication de la paroi filtrante et coffrage equipe avec la paroi filtrante

Country Status (8)

Country Link
US (1) US7836647B2 (zh)
EP (1) EP1540104B1 (zh)
CN (1) CN100451262C (zh)
AT (1) ATE450673T1 (zh)
AU (1) AU2003259314A1 (zh)
DE (1) DE60330360D1 (zh)
FR (1) FR2841920B1 (zh)
WO (1) WO2004005639A1 (zh)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8752349B2 (en) * 2012-06-19 2014-06-17 Jesse Westaby Form system with lath covering

Family Cites Families (26)

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US1684195A (en) * 1926-11-23 1928-09-11 Russell C Olmsted Reenforcement for concrete structures
FR756399A (fr) * 1932-06-11 1933-12-08 Procédé de confection d'éléments de construction
US2389238A (en) * 1940-12-20 1945-11-20 Phillips William Arthur Composite structure and structural element
US3347007A (en) * 1964-12-18 1967-10-17 Jesse R Hale Embedded spaced truss structures
US3559355A (en) * 1966-03-10 1971-02-02 Inland Ryerson Construction Pr Building construction system and components therefor
US3721058A (en) * 1969-05-26 1973-03-20 Gen Dynamics Corp Reinforced wall structure
US3726950A (en) * 1970-01-02 1973-04-10 L Turzillo Method for producing sub-aqueous and other cast-in-place concrete structures in situ
US4104842A (en) * 1977-02-25 1978-08-08 Rockstead Raymond H Building form and reinforcing matrix
US4154061A (en) * 1977-07-21 1979-05-15 Construction Techniques, Inc. Fabric forms for concrete
US4336676A (en) 1977-12-05 1982-06-29 Covington Brothers, Inc. Composite structural panel with offset core
US4336678A (en) * 1978-07-24 1982-06-29 Peters Dierk D I-Beam truss structure
US4506611A (en) * 1979-10-22 1985-03-26 Hitco Three-dimensional thick fabrics and methods and apparatus for making same
US4385648A (en) * 1981-01-19 1983-05-31 Intrusion-Prepakt, Incorporated Woven fabric form element for forming cast-in-place structures
US5091247A (en) * 1988-12-05 1992-02-25 Nicolon Corporation Woven geotextile grid
FR2647839B1 (fr) 1989-05-31 1991-09-20 Durand Philippe Elements prefabriques de coffrage et procede de construction de murs
AT396274B (de) * 1991-04-23 1993-07-26 Avi Alpenlaendische Vered Bewehrungskoerper fuer eine deckenplatte
FR2675181B1 (fr) 1991-10-25 1993-09-10 Durand Philippe Structure de coffrage perdu pour cloison porteuse et procede de realisation d'une cloison porteuse avec une telle structure.
FR2692303A1 (fr) * 1992-06-11 1993-12-17 Coffratherm Ste Civile Invente Coffrage pour réaliser un mur en béton et mur notamment chauffant obtenu.
FR2712016B1 (fr) * 1993-11-02 1996-01-19 Coffratherm Ste Civile Invente Procédé de fabrication de parois de coffrage pour bâtiment et chaîne de fabrication s'y rapportant.
US5528876A (en) * 1994-05-09 1996-06-25 Lu; Sin-Yuan Wall structure for buildings
ZA963715B (en) * 1995-05-12 1996-11-20 Tensar Corp Bonded composite open mesh structural textiles
CN1079475C (zh) * 1997-10-17 2002-02-20 北京亿利达轻体房屋有限公司 免拆模现浇保温承重墙体建造工艺
JP3090909B2 (ja) * 1998-10-19 2000-09-25 株式会社クギン 型枠形成ユニットおよび型枠形成方法
FR2800109B1 (fr) 1999-10-22 2002-01-11 Francoise Dauron Coffrage a paroi filtrante
US6295770B1 (en) * 1999-12-29 2001-10-02 Chyi Sheu Steel frame building structure
FR2809430A1 (fr) * 2000-05-26 2001-11-30 Desquenne & Giral Armature coffrante et parement

Also Published As

Publication number Publication date
US7836647B2 (en) 2010-11-23
ATE450673T1 (de) 2009-12-15
WO2004005639A1 (fr) 2004-01-15
CN1665995A (zh) 2005-09-07
FR2841920B1 (fr) 2004-09-24
EP1540104A1 (fr) 2005-06-15
AU2003259314A1 (en) 2004-01-23
FR2841920A1 (fr) 2004-01-09
DE60330360D1 (de) 2010-01-14
CN100451262C (zh) 2009-01-14
US20050184414A1 (en) 2005-08-25

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