FR2551482A1 - BEAMS FOR THE MANUFACTURE OF INSULATING FLOOR AND FLOOR COMPRISING SUCH BEAMS - Google Patents
BEAMS FOR THE MANUFACTURE OF INSULATING FLOOR AND FLOOR COMPRISING SUCH BEAMS Download PDFInfo
- Publication number
- FR2551482A1 FR2551482A1 FR8314044A FR8314044A FR2551482A1 FR 2551482 A1 FR2551482 A1 FR 2551482A1 FR 8314044 A FR8314044 A FR 8314044A FR 8314044 A FR8314044 A FR 8314044A FR 2551482 A1 FR2551482 A1 FR 2551482A1
- Authority
- FR
- France
- Prior art keywords
- beams
- floor
- heel
- insulating
- 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.)
- Granted
Links
- 238000004519 manufacturing process Methods 0.000 title claims description 6
- 239000011230 binding agent Substances 0.000 claims abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 4
- 239000004793 Polystyrene Substances 0.000 claims abstract description 3
- 239000000203 mixture Substances 0.000 claims abstract description 3
- 229920002223 polystyrene Polymers 0.000 claims abstract description 3
- 230000002787 reinforcement Effects 0.000 claims description 8
- 239000002184 metal Substances 0.000 claims description 4
- 239000000463 material Substances 0.000 claims description 2
- 238000009415 formwork Methods 0.000 description 4
- 239000011324 bead Substances 0.000 description 3
- 230000006835 compression Effects 0.000 description 3
- 238000007906 compression Methods 0.000 description 3
- 238000009413 insulation Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 239000004794 expanded polystyrene Substances 0.000 description 2
- 239000012212 insulator Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
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
- E04B5/17—Floor structures partly formed in situ
- E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
- E04B5/26—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated with filling members between the beams
- E04B5/261—Monolithic filling members
- E04B5/263—Monolithic filling members with a flat lower surface
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/065—Light-weight girders, e.g. with precast parts
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Rod-Shaped Construction Members (AREA)
- Building Environments (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Reinforcement Elements For Buildings (AREA)
- Laminated Bodies (AREA)
Abstract
LA POUTRELLE10 EST DU TYPE TREILLIS AVEC UNE ARMATURE11 DONT LA PARTIE INFERIEURE EST NOYEE DANS UN TALON12. CE DERNIER EST REALISE EN BETON ISOLANT LEGER, PAR EXEMPLE UN MELANGE DE LIANT HYDRAULIQUE, BILLES DE POLYSTYRENE ET EAU. LES EXTREMITES14, 15 DE LA POUTRELLE PEUVENT ETRE EN BETON CLASSIQUE POUR ASSURER UNE BONNE PORTEE SUR LES APPUIS.THE BEAM10 IS OF THE LATTICE TYPE WITH A REINFORCEMENT11 WHICH THE LOWER PART IS FLOODED IN A TALON12. THE LATTER IS MADE OF LIGHT INSULATING CONCRETE, FOR EXAMPLE A MIXTURE OF HYDRAULIC BINDER, POLYSTYRENE BALLS AND WATER. THE ENDS14, 15 OF THE BEAM CAN BE IN CLASSIC CONCRETE TO ENSURE A GOOD SPAN ON THE SUPPORTS.
Description
; 1482; 1482
POUTRELLES DESTINEES A LA FABRICATION DE PLANCHER ISOLANT ET PLANCHER COMPORTANT DE TELLES POUTRELLES. BEAMS FOR THE MANUFACTURE OF INSULATING FLOOR AND FLOOR COMPRISING SUCH BEAMS.
La présente invention concerne des poutrelles destinées à la fabrication d'un plancher isolant et comportant une armature 05 métallique et un talon dans lequel est noyée la partie inférieure The present invention relates to beams intended for the manufacture of an insulating floor and comprising a metal frame 05 and a heel in which the lower part is embedded
de l'armature.of the frame.
Les impératifs d'économie d'énergie et la réglementation Energy saving requirements and regulations
imposent d'isoler thermiquement les planchers La solution consistant à rapporter un isolant en sous-face du plancher n'est 10 pas facile à réaliser techniquement et de façon économique. impose thermal insulation of floors The solution consisting in adding an insulation under the floor is not easy to carry out technically and economically.
Il a été proposé dans le brevet FR 78 31 719 au nom du demandeur de réaliser des poutrelles avec un talon logé dans unlm élément isolant ayant servi de coffrage pour couler le béton du talon L'utilisation de ces poutrelles permet, en combinaison avec 15 des entrevous isolants, d'obtenir directement une sous-face It was proposed in patent FR 78 31 719 in the name of the applicant to produce beams with a heel housed in an insulating element having served as formwork for pouring concrete from the heel The use of these beams allows, in combination with 15 insulating interjoists, to directly obtain a soffit
isolante pour le plancher.insulating for the floor.
L'invention a pour but de fournir des poutrelles The object of the invention is to provide beams
permettant aussi de réaliser directement des planchers avec une sous-face isolante, tout en simplifiant au maximum la fabrication 20 et la manipulation des poutrelles. also making it possible to directly produce floors with an insulating underside, while simplifying the manufacturing and handling of the beams as much as possible.
Ce but est atteint par une poutrelle du type défini en This goal is achieved by a beam of the type defined in
tête de la description, dans laquelle, conformément à l'invention, le talon est essentiellement en béton isolant léger, la tenue head of the description, in which, in accordance with the invention, the heel is essentially made of light insulating concrete, the holding
mécanique de la poutrelle étant assurée par l'armature. mechanical of the beam being provided by the frame.
L'utilisation du béton isolant léger pour former le talon des poutrelles apporte de très nombreux avantages par rapport aux poutrelles à talon en béton classique logé dans un élément isolant. D'abord, l'isolation thermique est facile à réaliser et à 30 contrôler puisqu'elle dépend essentiellement de l'épaisseur et de la masse volumique du béton isolant léger utilisé Ensuite, ie poids des poutrellles est considérablement réduit -une division du poids par deux, voire par trois, est possible-, ce qui facilite grandement la manipulation sur chantier De plus, le béton isolant 35 léger apporte une protection de l'armature vis à vis de la The use of light insulating concrete to form the heel of the beams brings very many advantages compared to the heel beams of conventional concrete housed in an insulating element. First, the thermal insulation is easy to carry out and to control since it essentially depends on the thickness and the density of the light insulating concrete used. Next, the weight of the beams is considerably reduced - a division of the weight by two, or even three, is possible - which greatly facilitates handling on site In addition, the lightweight insulating concrete 35 provides protection of the reinforcement against the
5148251482
corrosion et fait bénéficier la poutrelle de sa bonne tenue au feu Par ailleurs, l'étayage est possible directement sous la poutrelle, ce qui est plus délicat lorsqu'un isolant est rapporté en sous-face, et la face inférieure du talon peut être plâtrée 05 directement, ce qui n'est pas le cas de la plupart des isolants. corrosion and allows the beam to benefit from its good fire resistance. In addition, shoring is possible directly under the beam, which is more delicate when an insulator is added on the underside, and the underside of the heel can be plastered. 05 directly, which is not the case for most insulators.
Le béton isolant léger est, comme connu en soi, réalisé avec un mélange comportant un liant hydraulique (ciment), des particules de polymère expansé (par exemple des billes de Light insulating concrete is, as known per se, produced with a mixture comprising a hydraulic binder (cement), particles of expanded polymer (for example beads of
polystyrène) et de l'eau.polystyrene) and water.
Pour assurer une bonne portée sur les appuis, il est possible de réaliser les extrémités du talon en un matériau plus résistant que le béton isolant léger, par exemple en béton classique De la sorte, on réalise également une protection du To ensure a good bearing on the supports, it is possible to make the ends of the heel in a material more resistant than light insulating concrete, for example in conventional concrete. In this way, protection is also achieved.
béton isolant léger lors des manutentions et du transport. lightweight insulating concrete during handling and transport.
Un mode particulier de réalisation de-l'invention est décrit ci-après, à titre indicatif mais non limitatif, en référence aux dessins annexés sur lesquels: la figure 1 ' est une vue en coupe transversale d'une partie de plancher isolant comprenant des poutrelles conformes à 20 l'invention, et la figure 2 est une vue en coupe longitudinale d'une A particular embodiment of the invention is described below, by way of indication but not limitation, with reference to the accompanying drawings in which: FIG. 1 ′ is a view in cross section of a part of the insulating floor comprising beams according to the invention, and Figure 2 is a longitudinal sectional view of a
poutrelle du plancher de la figure 1. floor beam in Figure 1.
Comme le montrent les figures 1 et 2, les poutrelles 10 conformes à l'invention sont du type treillis avec une armature 25 métallique 11, par exemple triangulée, dont la partie inférieure est noyée dans un talon 12 en béton isolant léger Les poutrelles sont prêfnbriquées en usine de la même façon que les poutrelles de type treillis usuelles munies d'un talon en béton classique, le béton classique étant remplacé par un béton isolant léger dont 30 1 'épaisseur e peut être plus importante Pour la détermination de la résistance mécanique de la poutrelle, seule la section d'acier tendue de l'armature intervient dans le calcul, le béton isolant As shown in FIGS. 1 and 2, the beams 10 according to the invention are of the lattice type with a metallic frame 11, for example triangulated, the lower part of which is embedded in a heel 12 made of light insulating concrete The beams are prefabricated in the factory in the same way as standard truss type beams provided with a conventional concrete heel, the conventional concrete being replaced by a light insulating concrete, the thickness e of which may be greater For the determination of the mechanical strength of the beam, only the stretched steel section of the reinforcement is involved in the calculation, the insulating concrete
léger n'étant pas pris en compte.light not being taken into account.
Les extrémités 13, 14 de la poutrelle destinées à venir en 35 portée sur les appuis sont réalisés par exemple en béton classique, la liaison entre celui-ci et le béton isolant léger ne The ends 13, 14 of the beam intended to come in bearing on the supports are made for example of conventional concrete, the connection between this and the light insulating concrete
posant aucun problème (figure 2).no problem (Figure 2).
Pour la réalisation d'un plancher isolant, les intervalles entre poutrelles sont comblés par des entrevous isolants 15, par For the production of an insulating floor, the intervals between beams are filled with insulating interjoists 15, by
exemple réalisés eux aussi en béton isolant léger (figure 1). example also made of lightweight insulating concrete (Figure 1).
Ensiite, de façon classique, une dalle, dite de compression est coulée sur les poutrelles 10 et entrevous 15, pour reprendre les efforts de compression, alors que les efforts de traction sont repris par les armatures des poutrelles On obtient ainsi 10 directement un plancher isolé en sous-face. Thus, conventionally, a so-called compression slab is poured on the beams 10 and interjoists 15, to take up the compression forces, while the tensile forces are taken up by the reinforcement of the beams. An insulated floor is thus obtained directly 10 on the underside.
De préférence, le béton isolant léger du talon 12 est à Preferably, the light insulating concrete of the heel 12 is at
base de billes de polystyrène expansé mélangé à un liant hydraulique et de l'eau Il est ainsi possible de réaliser un béton isolant léger dont la masse volumique peut descendre jusqu'à 15 2 kg/m 3. base of expanded polystyrene beads mixed with a hydraulic binder and water It is thus possible to produce a light insulating concrete whose density can drop to 15 2 kg / m 3.
A titre indicatif, une poutrelle conforme à l'invention a As an indication, a beam according to the invention has
été réalisée de la façon suivante. was performed as follows.
Deux pièces d'extrémité 13, 14, par exemple des tronçons de talon en béton de granulats courant, sont positionnées entre 20 deux profilés métalliques formant les joues latérales du coffrage dans lequel le béton isolant léger doit être coulé Les pièces 13, 14 forment les parois d'extrémité du coffrage Le béton isolant léger utilisé est de consistance liquide à base de billes de polystyrène expansé de masse volumique 3 kg/m 3 Une armature 25 classique de type treillis est positionnée après coulage du béton isolant léger Les pièces d'extrémité 13, 14 présentent des rainures formées dans leur face supérieure pour recevoir les profilés inférieurs de l'armature métallique Ainsi, ces pièces d'extrémité ont trois fonctions: coffrage perdu permettant Je 30 dimensionnement en longueur de la poutrelle, cales d'armature et transmission des efforts de compression lors de l'utilisation de Two end pieces 13, 14, for example heel sections made of common aggregate concrete, are positioned between two metal sections forming the lateral cheeks of the formwork into which the light insulating concrete is to be poured. The pieces 13, 14 form the formwork end walls The light insulating concrete used is of liquid consistency based on expanded polystyrene beads with a density of 3 kg / m 3 A conventional truss type reinforcement 25 is positioned after pouring the light insulating concrete The end pieces 13, 14 have grooves formed in their upper face to receive the lower profiles of the metal reinforcement. Thus, these end pieces have three functions: lost formwork allowing the dimensioning of the beam in length, reinforcement shims and transmission. compression forces when using
la poutrelle.the beam.
Les essais réalisés sur une poutrelle seule ou sur plancher démontrent un mode de comportement identique aux 35 poutrelles classiques avec une flexibilité légèrement supérieure The tests carried out on a single beam or on a floor demonstrate a mode of behavior identical to 35 conventional beams with slightly greater flexibility
pour une section d'acier équivalente. for an equivalent steel section.
1 4821,482
Claims (3)
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR8314044A FR2551482B1 (en) | 1983-09-01 | 1983-09-01 | BEAMS FOR THE MANUFACTURE OF INSULATING FLOOR AND FLOOR COMPRISING SUCH BEAMS |
EP84401639A EP0136213A3 (en) | 1983-09-01 | 1984-08-07 | Girder intended for the manufacturing of an isolated floor and floor provided with such girders |
ES1984290159U ES290159Y (en) | 1983-09-01 | 1984-08-31 | GIRL INTENDED FOR THE MANUFACTURE OF INSULATED FLOOR |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR8314044A FR2551482B1 (en) | 1983-09-01 | 1983-09-01 | BEAMS FOR THE MANUFACTURE OF INSULATING FLOOR AND FLOOR COMPRISING SUCH BEAMS |
Publications (2)
Publication Number | Publication Date |
---|---|
FR2551482A1 true FR2551482A1 (en) | 1985-03-08 |
FR2551482B1 FR2551482B1 (en) | 1986-04-25 |
Family
ID=9291942
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
FR8314044A Expired FR2551482B1 (en) | 1983-09-01 | 1983-09-01 | BEAMS FOR THE MANUFACTURE OF INSULATING FLOOR AND FLOOR COMPRISING SUCH BEAMS |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0136213A3 (en) |
ES (1) | ES290159Y (en) |
FR (1) | FR2551482B1 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113374095A (en) * | 2021-06-03 | 2021-09-10 | 精易建工集团有限公司 | Construction method of high-strength short fiber composite building outer wall heat-insulating layer |
CN114059712A (en) * | 2021-10-19 | 2022-02-18 | 山东艾科福建筑科技有限公司 | Precast beam, superposed beam and building structure |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2752257B1 (en) * | 1996-08-08 | 1998-09-18 | Prod Speciaux D Isolation P S | CONCRETE FLOOR INSULATION SYSTEM COMPRISING METAL MESH BEAMS |
FR2925086B1 (en) * | 2007-12-13 | 2016-07-08 | Kp1 | BEAM COMPRISING A CONCRETE HEEL AND A PARTIALLY COATED WEDGE IN THIS HEEL |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1815053A1 (en) * | 1968-12-17 | 1970-07-02 | Klages Karl Heinz | Producing lightweight concrete |
FR2138347A1 (en) * | 1971-05-24 | 1973-01-05 | Roque Raymond | |
DE2436515A1 (en) * | 1973-08-03 | 1975-02-20 | Karl Friedrich Rath | Prefabricated concrete ceiling or roof support element - embedded in beam of styropor concrete or other light material |
FR2399514A2 (en) * | 1976-08-12 | 1979-03-02 | Joannes Andre | Permanent formwork panel of insulating material - is for concrete floor has bar reinforcement and mesh now added to top surface to improve strength |
DE2758834A1 (en) * | 1977-12-30 | 1979-07-05 | Horst Wilms | Lightweight concrete girder for solid ceiling - has lower of two flat pocket reinforcing steel units cast in one piece with bottom piece |
EP0014294A1 (en) * | 1979-01-05 | 1980-08-20 | RHINOLITH Société anonyme | Insulating precast building element |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1540575A (en) * | 1976-06-25 | 1979-02-14 | Hereford Woodwool Ltd | Structural element |
-
1983
- 1983-09-01 FR FR8314044A patent/FR2551482B1/en not_active Expired
-
1984
- 1984-08-07 EP EP84401639A patent/EP0136213A3/en not_active Withdrawn
- 1984-08-31 ES ES1984290159U patent/ES290159Y/en not_active Expired
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1815053A1 (en) * | 1968-12-17 | 1970-07-02 | Klages Karl Heinz | Producing lightweight concrete |
FR2138347A1 (en) * | 1971-05-24 | 1973-01-05 | Roque Raymond | |
DE2436515A1 (en) * | 1973-08-03 | 1975-02-20 | Karl Friedrich Rath | Prefabricated concrete ceiling or roof support element - embedded in beam of styropor concrete or other light material |
FR2399514A2 (en) * | 1976-08-12 | 1979-03-02 | Joannes Andre | Permanent formwork panel of insulating material - is for concrete floor has bar reinforcement and mesh now added to top surface to improve strength |
DE2758834A1 (en) * | 1977-12-30 | 1979-07-05 | Horst Wilms | Lightweight concrete girder for solid ceiling - has lower of two flat pocket reinforcing steel units cast in one piece with bottom piece |
EP0014294A1 (en) * | 1979-01-05 | 1980-08-20 | RHINOLITH Société anonyme | Insulating precast building element |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113374095A (en) * | 2021-06-03 | 2021-09-10 | 精易建工集团有限公司 | Construction method of high-strength short fiber composite building outer wall heat-insulating layer |
CN114059712A (en) * | 2021-10-19 | 2022-02-18 | 山东艾科福建筑科技有限公司 | Precast beam, superposed beam and building structure |
Also Published As
Publication number | Publication date |
---|---|
EP0136213A2 (en) | 1985-04-03 |
FR2551482B1 (en) | 1986-04-25 |
ES290159Y (en) | 1986-11-16 |
EP0136213A3 (en) | 1986-07-30 |
ES290159U (en) | 1986-04-01 |
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ST | Notification of lapse |