FR2838759A1 - ASSEMBLY OF A WALL AND A FLOOR SLAB AND APPLICATION TO THE CONSTRUCTION OF BUILDING WITH IMPROVED THERMAL INSULATION - Google Patents

ASSEMBLY OF A WALL AND A FLOOR SLAB AND APPLICATION TO THE CONSTRUCTION OF BUILDING WITH IMPROVED THERMAL INSULATION Download PDF

Info

Publication number
FR2838759A1
FR2838759A1 FR0204942A FR0204942A FR2838759A1 FR 2838759 A1 FR2838759 A1 FR 2838759A1 FR 0204942 A FR0204942 A FR 0204942A FR 0204942 A FR0204942 A FR 0204942A FR 2838759 A1 FR2838759 A1 FR 2838759A1
Authority
FR
France
Prior art keywords
slab
wall
shrouds
formwork
reinforcements
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
FR0204942A
Other languages
French (fr)
Other versions
FR2838759B1 (en
Inventor
Maurice Durot
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.)
Bouygues Batiment Ile de France SA
Original Assignee
Bouygues Batiment Ile de France SA
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 Bouygues Batiment Ile de France SA filed Critical Bouygues Batiment Ile de France SA
Priority to FR0204942A priority Critical patent/FR2838759B1/en
Priority to EP03290945A priority patent/EP1355013A1/en
Publication of FR2838759A1 publication Critical patent/FR2838759A1/en
Application granted granted Critical
Publication of FR2838759B1 publication Critical patent/FR2838759B1/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • 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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • E04B2001/7679—Means preventing cold bridging at the junction of an exterior wall with an interior wall or a floor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B2005/324—Floor structures wholly cast in situ with or without form units or reinforcements with peripheral anchors or supports

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Building Environments (AREA)

Abstract

L'invention concerne l'assemblage d'un mur et d'une dalle de plancher.La dalle (D) est suspendue au mur (M) par des haubans (H) qui assurent la fixation de la dalle au mur tandis qu'un intervalle (E) entre le mur et la rive de la dalle est occupé par un matériau d'isolation. Application à la réalisation d'immeuble ayant une isolation thermique améliorée.The invention relates to the assembly of a wall and a floor slab.The slab (D) is suspended from the wall (M) by guy wires (H) which secure the slab to the wall while a gap (E) between the wall and the edge of the slab is occupied by an insulation material. Application to the construction of a building having improved thermal insulation.

Description

traversant le cylindre (1) et cooperant avec ledit corps (9).passing through the cylinder (1) and cooperating with said body (9).

L' invention concerne ['assemblage d'un mur et d'une dalle de plancher, en particulier d'une dalle de  The invention relates to the assembly of a wall and a floor slab, in particular a slab of

plancher en beton arme.reinforced concrete floor.

On connalt differents assemblages dans lesquels, pour limiter les poets thermiques entre le mur et la dalle, ou constitue entre eux un intervalle occupe par un  We know different assemblies in which, to limit the thermal poets between the wall and the slab, or constitutes between them an interval occupied by a

materiau dtisolation.insulation material.

La presente invention a pour objet une nouvelle conception d'un tel assemblage, caracterise en ce que la dalle est suspendue au mur par des haubans qui assurent  The present invention relates to a new design of such an assembly, characterized in that the slab is suspended from the wall by guy wires which provide

la fixation de la dalle au mur.fixing the slab to the wall.

Dans des modes de realisation preferes,  In preferred embodiments,

['assemblage de l' invention presente encore une ou plusieurs des caracteristiques suivantes: - les haubans vent noyes dans la dalle et dans le mur, - les haubans vent des cables, - les haubans vent des barres rigides, - les haubans vent des haubans individuals ou des groupes de haubans, avec une distance de 40cm a 250 cm entre les haubans individuals ou les groupes de haubans, - les haubans vent fixes a des armatures du mur et a des armatures de la dalle, - le materiau isolant qui occupe ledit intervalle est interrompu par endroits et ces endroits vent remplis par du beton qui relic la dalle au mur, - la dalle est en beton arme coule in situ ou elle est constituee d'une predalle prefabriquee et d'une chape  [The assembly of the invention also has one or more of the following characteristics: - the shrouds wind embedded in the slab and in the wall, - the shrouds wind cables, - the shrouds wind rigid bars, - the shrouds wind shrouds individuals or groups of shrouds, with a distance of 40cm to 250 cm between the individual shrouds or groups of shrouds, - the shrouds are fixed to reinforcements of the wall and to reinforcements of the slab, - the insulating material which occupies said interval is interrupted in places and these places wind filled with concrete which connects the slab to the wall, - the slab is in reinforced concrete poured in situ or it consists of a prefabricated pre-slab and a screed

coulee in situ.poured in situ.

L'invention concerne egalement des procedes de  The invention also relates to methods of

realisation de ces assemblages.realization of these assemblies.

Dans un procede, on execute les operations suivantes, dans tout ordre approprie: - construction du mur jusqu'au niveau determine pour ['assemblage de la dalle au mur, - mise en place sur le mur d'un coffrage et d' armatures pour preparer la realisation d'un chalnage en beton arme sur le mur, - mise en place d'etais et d'un coffrage supporte par ces etais et mise en place d' armatures dans ce coffrage pour preparer la realisation d'une dalle de plancher en beton arme a un intervalle predetermine du cha1nage, - mise en place dans ledit intervalle d'un materiau isolant, eventuellement interrompu par endroits, - mise en place des haubans et fixation des haubans, eventuellement par crochetage, a des armatures du chaluage et a des armatures disposees dans le coffrage de la dalle, - coulage d'un beton dans le coffrage de la dalle et courage du chalnage, le beton passant stil y a lieu dans les endroits d/interruption du materiau isolant et enrobant les haubans, - apres la prise du beton, retrait des etais, du coffrage  In a process, the following operations are carried out, in any appropriate order: - construction of the wall up to the level determined for the assembly of the slab to the wall, - installation on the wall of a formwork and reinforcement for prepare the realization of a reinforcement in reinforced concrete on the wall, - installation of props and a formwork supported by these props and installation of reinforcements in this formwork to prepare the realization of a floor slab in reinforced concrete at a predetermined chaining interval, - installation in said interval of an insulating material, possibly interrupted in places, - installation of the shrouds and fixing of the shrouds, possibly by hooking, to frames of the chaluage and to reinforcements placed in the formwork of the slab, - pouring of a concrete into the formwork of the slab and courage of the chalnage, the concrete passing stil there takes place in the places of interruption of the insulating material and coating the shrouds, - after taking concrete, retreating it was props, formwork

de la dalle et, stil y a lieu, du coffrage du chalnage.  of the slab and, where applicable, of the formwork of the chalnage.

Dans une variante, on execute les operations suivantes dans tout ordre approprie: - construction du mur jusqu'au niveau determine pour l' assemblage de la dalle au mur, - mise en place sur le mur d'un coffrage et d' armatures pour preparer la realisation d'un chalnage en beton arme sur le mur, - mise en place d'etais pour supporter une predalle prefabriquee en beton arme avec certaines armatures accessibles par le dessus de la predalle, la predalle etant situee a un intervalle predetermine du dit chalnage, - mise en place dans ledit intervalle diun materiau isolant, eventuellement interrompu par endroits, - mise en place des haubans et fixation des haubans, eventuellement par crochetage, a des armatures de chaluage du mur et a des armatures accessibles de la predalle, - coulage d'un beton pour constituer une chape sur la predalle, remplir le chaluage du mur, remplir, stil y a lieu, les endroits d' interruption du materiau isolant, et enrober les haubans, - apres la prise du beton, retrait des etais de la  In a variant, the following operations are executed in any appropriate order: - construction of the wall up to the level determined for the assembly of the slab to the wall, - installation on the wall of a formwork and of reinforcements to prepare carrying out a reinforcement of reinforced concrete on the wall, - installation of props to support a prefabricated reinforced concrete slab with certain reinforcements accessible from above the slab, the slab being located at a predetermined interval from said slurry , - installation in said interval of an insulating material, possibly interrupted in places, - installation of the shrouds and fixing of the shrouds, optionally by hooking, to reinforcement of wall chaluage and to accessible reinforcement of the predalle, - pouring of a concrete to constitute a screed on the predalle, to fill the chaluage of the wall, to fill, if necessary, the places of interruption of the insulating material, and to coat the shrouds, - after the setting of the concrete, retr have props from

predalle et, s'il y a lieu, du coffrage du chaluage.  pre-slab and, if applicable, the formwork of the chaluage.

Le coffrage du chaluage du mur est eventuellement constitue, au moins en partie, par des elements prefabriques, par exemple en forme de plaques, de ou de  The formwork of the wall chaluage is possibly formed, at least in part, by prefabricated elements, for example in the form of plates, or

U. qui resteront integres au mur.U. which will remain integrated on the wall.

On decrira ci-apres un exemple d'assemblage selon la presente invention, en reference aux figures du dessin joint sur lequel: - la figure 1 est une coupe schematique de ['assemblage dans un plan vertical, - la figure 2 est une schematique en perspective de ['assemblage, et - la figure 3 est un schema d'un ensemble prefabrique de  An example of assembly according to the present invention will be described below, with reference to the figures of the attached drawing in which: - Figure 1 is a schematic section of the assembly in a vertical plane, - Figure 2 is a schematic perspective of the assembly, and - Figure 3 is a diagram of a prefabricated assembly of

haubans assembles.shrouds assembled.

Sur la figure 1, on a represente schematiquement une dalle D, un mur M et l'un des haubans H par lesquels  In Figure 1, there is shown schematically a slab D, a wall M and one of the shrouds H by which

la dalle est suspendue au mur.the slab is suspended from the wall.

En pratique la partie M1 du mur a ete construite jusqu'a un niveau correspondent sensiblement a celui de la soul-face de la dalle D, puis le coffrage de la partie de mur M: (chalnage) situee en vis-a-vis de la dalle a ete realise, par exemple avec une plaque P mise en place par tout moyen approprie de fac,on connue en soi, et une cage d' armatures, schematisee par les armatures A1, A2, a ete  In practice, the part M1 of the wall has been built up to a level corresponding substantially to that of the undersurface of the slab D, then the formwork of the part of the wall M: (chalnage) situated opposite the slab has been produced, for example with a plate P put in place by any suitable means of fac, known per se, and a cage of reinforcements, schematized by the reinforcements A1, A2, has been

mise en place dans le coffrage.placement in the formwork.

La dalle D a ete realisee en-quite, par exemple suivant l'un des procedes indiques ci-dessus. Avant de couler le beton de la dalle ou de la chape de la predalle on a mis en place des haubans H que l'on a crochete sur les armatures A1 et A2 installees dans le coffrage du chalnage et sur une armature As de la dalle ou de la predalle, et l'on a installe par tout moyen approprie un isolant thermique I dans un intervalle E constitue entre le chalnage et la dalle. Les niveaux relatifs des armatures A1, A:, Aa vent choisis en sorte que les haubans qui leur vent accroches travaillent effectivement  Slab D was made entirely, for example according to one of the methods indicated above. Before pouring the concrete of the slab or of the screed of the pre-slab, we installed shrouds H which we hooked on the reinforcements A1 and A2 installed in the formwork of the chalnage and on a reinforcement As of the slab or of the pre-slab, and thermal insulation I has been installed by any suitable means in an interval E constituted between the chalnage and the slab. The relative levels of the reinforcements A1, A :, Aa wind chosen so that the shrouds which their hooked wind work effectively

en haubans.in guy lines.

Sur la figure 2, on volt que l'isolant a ete interrompu par endroits pour permettre au beton de courage de la dalle ou de la chape de rejoindre le chalnage en constituent des blocs de beton B. Apres retrait des etais, la dalle durcie est maintenue fixee au mur par les haubans, a la distance determinee par  In Figure 2, we see that the insulation has been interrupted in places to allow the concrete of courage of the slab or screed to join the chalnage constitute concrete blocks B. After removal of the stays, the hardened slab is kept fixed to the wall by the shrouds, at the distance determined by

l'isolant et/ou les blocs B qui jouent le role de butons.  the insulator and / or the blocks B which act as bumpers.

Les haubans peuvent avantageusement etre prefabriques en un (ou plusieurs) groupe de haubans, par exemple comme le groupe G partiellement represente sur la figure 3. Dans le cas represente les haubans (H) vent soudes a des barres qui serviront d'armatures A1, A, A  The shrouds can advantageously be prefabricated in one (or more) group of shrouds, for example like the group G partially represented in FIG. 3. In the case represents the shrouds (H) are welded to bars which will serve as reinforcements A1, A, A

dans le coffrage du chalnage et dans celui de la dalle.  in the formwork of the chalnage and in that of the slab.

La longueur du groupe est choisie par exemple pour correspondre a la longueur de la rive de la dalle et le nombre des haubans est choisi selon les regles de l'art  The length of the group is chosen for example to correspond to the length of the edge of the slab and the number of shrouds is chosen according to the rules of art

en fonction des poids et des dimensions de la dalle.  depending on the weight and dimensions of the slab.

s 0 coprendra que 1'invenLion n'est pas lionize une Lecture of an groupement particulier de haubans, ni aux examples qui n'ont ate deceits gue pour illustrer  s 0 will understand that the invention is not lionize a Reading of a particular grouping of shrouds, nor to the examples which have not been deceived as an illustration

schmatiquement l' invention.schematically the invention.

ss

Claims (15)

REVENDICATIONS 1. Assemblage d'un mur (M) et d'une dalle de plancher (D) dans lequel la dalle est fixee au mur et dans lequel il existe entre le mur et la rive de la dalle un intervalle (E) occupe par un materiau d' isolation, caracterise en ce que la dalle est suspendue au mur par des haubans (H) qui  1. Assembly of a wall (M) and a floor slab (D) in which the slab is fixed to the wall and in which there is between the wall and the edge of the slab a gap (E) occupied by a insulation material, characterized in that the slab is suspended from the wall by guy wires (H) which assurent la fixation de la dalle au mur.  secure the slab to the wall. 2. Assemblage selon la revendication 1 dans lequel les haubans (H) vent noyes dans la dalle (D) et dans le mur (M).  2. Assembly according to claim 1 wherein the shrouds (H) are embedded in the slab (D) and in the wall (M). 3. Assemblage selon la revendication 1 ou 2 dans lequel3. Assembly according to claim 1 or 2 wherein les haubans (H) vent des cables.the shrouds (H) wind cables. 4. Assemblage selon la revendication 1 ou 2 dans lequel  4. The assembly of claim 1 or 2 wherein les haubans (H) vent des barres rigides.  the shrouds (H) have rigid bars. 5. Assemblage selon l'une des revendications 1 a 4 dans  5. Assembly according to one of claims 1 to 4 in lequel les haubans (H) vent des haubans individuals ou des groupes de haubans eventuellement lies entre eux, avec une distance de 40cm a 250 cm entre les haubans  which the shrouds (H) wind individual shrouds or groups of shrouds possibly linked together, with a distance of 40cm to 250 cm between the shrouds individuals ou les groupes de haubans.  individuals or groups of guy lines. 6. Assemblage selon l'une des revendications 1 a 5 dans  6. Assembly according to one of claims 1 to 5 in lequel les haubans vent fixes a des armatures (A1,Az)  which the fixed wind shrouds have reinforcements (A1, Az) d'un chaluage du mur et a des armatures (As) de la dalle.  of a wall chaluage and has reinforcements (As) of the slab. 7. Assemblage selon la revendication 6 dans lequel les haubans (H) vent soudes a des armatures en un ensemble prefabrique (G) en sorte que ces armatures constituent des armatures d'un chalnage du mur et des armatures de la dalle.  7. An assembly according to claim 6 wherein the shrouds (H) are welded to reinforcements in a prefabricated assembly (G) so that these reinforcements constitute reinforcements of a chalnage of the wall and reinforcements of the slab. 8. Assemblage selon l'une des revendications 1 a 7 dans  8. Assembly according to one of claims 1 to 7 in lequel le materiau isolant (I) qui occupe ledit intervalle (E) est interrompu par endroits et ces endroits vent remplis par du beton qui relic la dalle et  which the insulating material (I) which occupies said gap (E) is interrupted in places and these places are filled with concrete which connects the slab and le mur.the wall. 9. Assemblage selon l'une des revendications 1 a 8 dans  9. Assembly according to one of claims 1 to 8 in lequel la dalle (D) est en beton arme.  which the slab (D) is in reinforced concrete. 10. Assemblage selon la revendication 9 dans lequel la dalle est constituee d'une predalle prefabriquee et d'une  10. The assembly of claim 9 wherein the slab consists of a prefabricated pre-slab and a chape coulee in situ.screed poured in situ. 11. Procede pour realiser un assemblage selon l'une des  11. Method for carrying out an assembly according to one of revendications 1 a 10 dans lequel on execute dans tout  claims 1 to 10 in which we execute in all ordre approprie les operations suivantes: - construction du mur jusqu'au niveau determine pour ['assemblage de la dalle au mur, - mise en place sur le mur d'un coffrage et d' armatures pour preparer la realisation sur le mur d'un chaluage en beton arme, - mise en place d'etais et d'un coffrage supporte par ces etais et mise en place d' armatures dans ce coffrage pour preparer la realisation d'une dalle de plancher en beton arme a un intervalle predetermine du dit chalnage, - mise en place dans ledit intervalle d'un materiau isolant, eventuellement interrompu par endroits, - mise en place des haubans et fixation des haubans, eventuellement par crochetage, a des armatures presentes dans le coffrage du chalnage du mur et a des armatures presentes dans le coffrage de la dalle, - coulage d'un beton dans le coffrage de la dalle et dans le coffrage du mur, ce beton passant s'il y a lieu dans les endroits d/interruption du materiau isolant et enrobant les haubans, - apres la prise du beton, retrait des etais, du coffrage  appropriate order the following operations: - construction of the wall up to the level determined for ['assembly of the slab to the wall, - installation on the wall of a formwork and reinforcement to prepare the realization on the wall of a reinforced concrete chaluage, - installation of props and a formwork supported by these props and installation of reinforcements in this formwork to prepare the realization of a reinforced concrete floor slab at a predetermined interval of said chalnage, - installation in said interval of an insulating material, possibly interrupted in places, - installation of the shrouds and fixing of the shrouds, possibly by hooking, to reinforcements present in the shuttering formwork of the wall and to reinforcements present in the formwork of the slab, - pouring of a concrete in the formwork of the slab and in the formwork of the wall, this concrete passing if necessary in the places of interruption of the insulating material and coating the shrouds, - after setting the concrete, re line of props, formwork de la dalle et, s'il y a lieu, du coffrage du mur.  of the slab and, if applicable, of the formwork of the wall. 12. Procede pour realiser un assemblage selon l'une des  12. Method for carrying out an assembly according to one of revendications 1 a 10 dans lequel on execute, dans tout  claims 1 to 10 in which we execute, in all ordre approprie, les operations suivantes: - construction du mur jusqu'au niveau determine pour ['assemblage de la dalle au mur, - mise en place sur le mur d'un coffrage et d' armatures pour preparer la realisation d'un chalnage en beton arme, - mise en place d'etais pour supporter une predalle prefabriquee en beton arme avec certaines armatures accessibles par le dessus de la predalle, la predalle est situee a un intervalle predetermine du chalnage, - mise en place dans ledit intervalle d'un materiau isolant, eventuellement interrompu par endroits, - mise en place des haubans et fixation des haubans, eventuellement par crochetage, a des armatures presentes dans le coffrage du mur et a des armatures accessibles de la predalle, - coulage d'un beton pour constituer une chape sur la predalle, remplir le coffrage du mur, remplir stil y a lieu, les endroits d' interruption du materiau isolant, et enrober les haubans, - apres la prise du beton, retrait des etais de la predalle et, s'il y a lieu, du coffrage du chaluage du mur.  appropriate order, the following operations: - construction of the wall up to the level determined for the assembly of the slab to the wall, - installation on the wall of a formwork and reinforcement to prepare the realization of a chalnage in reinforced concrete, - installation of props to support a prefabricated concrete pre-slab with certain reinforcements accessible from above the pre-slab, the pre-slab is located at a predetermined interval of chalnage, - installation in said interval of a insulating material, possibly interrupted in places, - installation of the shrouds and fixing of the shrouds, possibly by hooking, to reinforcements present in the formwork of the wall and to reinforcements accessible from the slab, - pouring of a concrete to constitute a screed on the slab, fill the formwork with the wall, fill it where necessary, the places where the insulating material is interrupted, and coat the shrouds, - after setting the concrete, removing the struts from the slab and, if there is al ieu, of the formwork of the wall chaluage. 13. Procede selon la revendication 11 ou 12 dans lequel le coffrage du chalnage du mur est constitue, au moins en partie, par des elements prefabriques qui resteront13. The method of claim 11 or 12 wherein the formwork of the wall chalnage is constituted, at least in part, by prefabricated elements which will remain integres au mur.integrated into the wall. 14. Procede selon la revendication 13 dans lequel les elements prefabriques vent des elements en mortier ayant en section droite la forme d'un, d'un U ou constitues  14. The method of claim 13 wherein the prefabricated elements wind mortar elements having in cross section the shape of a, a U or constituted par des plaques.by plates. 15. Les immeubles coporLant des mugs eL des planchers assembles salon 1'une des revendicaLions 1 10 ou consLcuiLs par la mine en euvre rdp4Lde d'un proceeds  15. Buildings with mugs and floors assembled in the living room, one of the claims 1 to 10 or made by the mine in the course of a process salon l'une des revendicaLions 11 14.  trade fair one of the claims 11 14. ss
FR0204942A 2002-04-19 2002-04-19 ASSEMBLY OF A WALL AND A FLOOR SLAB AND APPLICATION TO THE CONSTRUCTION OF AN IMPROVED THERMAL INSULATION BUILDING Expired - Fee Related FR2838759B1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
FR0204942A FR2838759B1 (en) 2002-04-19 2002-04-19 ASSEMBLY OF A WALL AND A FLOOR SLAB AND APPLICATION TO THE CONSTRUCTION OF AN IMPROVED THERMAL INSULATION BUILDING
EP03290945A EP1355013A1 (en) 2002-04-19 2003-04-16 Connection between a floor slab and a wall and insulated building comprising such a connection

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR0204942A FR2838759B1 (en) 2002-04-19 2002-04-19 ASSEMBLY OF A WALL AND A FLOOR SLAB AND APPLICATION TO THE CONSTRUCTION OF AN IMPROVED THERMAL INSULATION BUILDING

Publications (2)

Publication Number Publication Date
FR2838759A1 true FR2838759A1 (en) 2003-10-24
FR2838759B1 FR2838759B1 (en) 2005-05-06

Family

ID=28459931

Family Applications (1)

Application Number Title Priority Date Filing Date
FR0204942A Expired - Fee Related FR2838759B1 (en) 2002-04-19 2002-04-19 ASSEMBLY OF A WALL AND A FLOOR SLAB AND APPLICATION TO THE CONSTRUCTION OF AN IMPROVED THERMAL INSULATION BUILDING

Country Status (2)

Country Link
EP (1) EP1355013A1 (en)
FR (1) FR2838759B1 (en)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2873727B1 (en) * 2004-07-29 2008-06-27 Armatures Assemblees Mure S N METHOD FOR LIMITING THERMAL BRIDGES DURING CONSTRUCTION WALL CONSTRUCTION USING REPEATED REINFORCEMENT FRAMES
FR3004740B1 (en) * 2013-04-17 2015-09-18 Rector Lesage PREFABRICATED THERMAL BRIDGE ROPE SLAB, METHOD OF MANUFACTURING THE SAME PREFABRICATED SLAB, AND METHOD OF CONSTRUCTING FLOOR FROM THE PREFABRICATED SLAB
FR3058429B1 (en) * 2016-11-09 2021-01-29 Lesage Dev PROCESS FOR MANUFACTURING AN INTERIOR WALL AND AN INTERIOR WALL OBTAINED
FR3076308B1 (en) * 2017-12-29 2021-07-23 Omnium Technique Detudes Et De Precontrainte PROCESS AND PRE-SLAB FOR THE CONSTRUCTION OF A THERMAL BRIDGE BREAKAGE FLOOR
CN108756012B (en) * 2018-06-06 2024-01-26 中国建材国际工程集团有限公司 Tensioning rope connection assembly for connecting concrete wall panels and method of use thereof
CN109555252B (en) * 2019-01-21 2024-09-03 深圳万知达技术转移中心有限公司 Floor slab with rectangular ribs extending outwards, shear wall structure and connecting method
CN112900711A (en) * 2021-03-29 2021-06-04 海南威特建设科技有限公司 Prefabricated toilet drop plate and construction method
CN113737980B (en) * 2021-08-23 2023-02-24 清华大学 Connection node of reinforced concrete floor and reinforced concrete shear wall
CN113818578B (en) * 2021-09-18 2023-04-18 北京市建筑设计研究院有限公司 Induced seam structure with prefabricated connecting piece

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0070770A1 (en) * 1981-07-16 1983-01-26 Ingenierie Et Coordination De La Construction Device for resting a floor on a wall, and construction method for applying said device
FR2540161A1 (en) * 1983-02-01 1984-08-03 Bouygues Sa Method and elements for constructing a reinforced concrete building floor
EP0150664A1 (en) * 1984-01-13 1985-08-07 Pawe Ag Cantilever plate connecting element
DE3842951A1 (en) * 1988-12-21 1990-06-28 Hans Sattlberger Connection structure for cantilevered extensions on buildings, in particular balconies
EP0866185A2 (en) * 1997-03-18 1998-09-23 SCHÖCK BAUTEILE GmbH Thermal insulation system
DE29711544U1 (en) * 1997-07-03 1998-10-29 Pfeifer Seil- und Hebetechnik GmbH & Co, 87700 Memmingen Reinforcement basket for construction purposes
WO2001049951A1 (en) * 1999-12-30 2001-07-12 Pekka Nykyri Supporting method for hollow-core slabs and end attachment

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0070770A1 (en) * 1981-07-16 1983-01-26 Ingenierie Et Coordination De La Construction Device for resting a floor on a wall, and construction method for applying said device
FR2540161A1 (en) * 1983-02-01 1984-08-03 Bouygues Sa Method and elements for constructing a reinforced concrete building floor
EP0150664A1 (en) * 1984-01-13 1985-08-07 Pawe Ag Cantilever plate connecting element
DE3842951A1 (en) * 1988-12-21 1990-06-28 Hans Sattlberger Connection structure for cantilevered extensions on buildings, in particular balconies
EP0866185A2 (en) * 1997-03-18 1998-09-23 SCHÖCK BAUTEILE GmbH Thermal insulation system
DE29711544U1 (en) * 1997-07-03 1998-10-29 Pfeifer Seil- und Hebetechnik GmbH & Co, 87700 Memmingen Reinforcement basket for construction purposes
WO2001049951A1 (en) * 1999-12-30 2001-07-12 Pekka Nykyri Supporting method for hollow-core slabs and end attachment

Also Published As

Publication number Publication date
FR2838759B1 (en) 2005-05-06
EP1355013A1 (en) 2003-10-22

Similar Documents

Publication Publication Date Title
KR100536489B1 (en) Manufacturing method for prestressed steel composite girder and prestressed steel composite girder thereby
US3944242A (en) Pre-stressed, pre-fabricated concrete supporting structure for a mobile home
US20110192111A1 (en) Cast-in Shear Wall Anchor
KR101780370B1 (en) Composite structure using shear connector made of anchor and socket shoe
FR2838759A1 (en) ASSEMBLY OF A WALL AND A FLOOR SLAB AND APPLICATION TO THE CONSTRUCTION OF BUILDING WITH IMPROVED THERMAL INSULATION
EP3336260A1 (en) Construction method of a tower foundation
US2211513A (en) Reinforced structure
HUE027723T2 (en) Procedure for manufacturing of compact modules for construction
CN109137757A (en) A kind of anti-buckling structure of large span box girder with corrugated steel webs and construction method
US6192639B1 (en) Structural system for erecting buildings, particularly single-family dwellings
CN209837333U (en) Reinforced concrete induction belt structure for post-cast strip position
EP1561874A1 (en) Connecting device and node for buildings with prefabricated elements
US7632042B2 (en) Method, apparatus and system for forming drainage and trench forming systems
US20050183363A1 (en) Prefabricated tower foundation comprising equipment shelters and a method for its deployment on site
CN114232837A (en) Self-supporting fabricated concrete structure section steel connecting node and method
CN109989486B (en) Dry-method connection combined prefabricated shear wall connection system
JPH10266788A (en) Structure of tunnel
US6341456B1 (en) Long-span in-situ concrete structures and method for constructing the same
JP3103808B2 (en) Net formwork method for walls and floors
JP2939787B2 (en) Method of manufacturing PCa plate for building, PCa plate for building, and mounting method of PCa plate for building
US20030001070A1 (en) Manufactured reinforced concrete system
JPH08269912A (en) Fastening method of steel bridge pier to footing
CN210002860U (en) Shear force wall corner template gusset rod and reinforcing apparatus
CN217460983U (en) Floor post-cast strip structure free of formwork jacking
CN221256350U (en) Fast fixed high-strength casting handrail rope

Legal Events

Date Code Title Description
TP Transmission of property
PLFP Fee payment

Year of fee payment: 15

ST Notification of lapse

Effective date: 20171229