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Terrasse composite sur dalle béton

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Env. 10 message Territoire De Belfort
Bonjour,
Je suis sur un projet de terrasse en bois composite sur dalle béton. Surface 28m² (8m x 3,5m) avec lame dans le sens des 3,5m c'est à dire de la pente.
Après avoir passé un certain temps a rechercher ce que je voulais et comment j'allais poser ma terrasse, il me reste des points aux quels je n'arrive pas à trouver de réponse :
- Mon choix du modèle de lame entre des "Megawood classic" et des "Fiberon Xtreme" car le budget est sensiblement le même (environ 3300€ tout compris) malgré des modèles assez différents. Avez-vous des avis ou préférences sur ces 2 modèles ?
- Le choix des lambourdes, entre bois traité autoclave classe 4 et en composite (de la marque de la lame qui sera choisi). Votre avis ou expérience car j'ai lu beaucoup de choses mais difficile de synthétiser ?
- Fixation ou pas des lambourdes sur la dalle ? Dans tous les cas, je mets des cales caoutchouc recyclé de 10mm d'épaisseur pour l'évacuation de l'eau. J'ai beaucoup de personnes qui me conseil de ne pas les fixer mais sur les docs des fabricans de lame, il est toujours question de fixation.
- Si fixation des lambourdes il y a, quels type utiliser entre des vis inox ou des chevilles à frapper en terme de faciliter de mise en œuvre et d'efficacité ?


Si vous pouvez m'apporter des éléments de réponse, cela me serait utile.
Merci
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Ne vous prenez pas la tête pour la création d'une terrasse...

Allez sur la page devis terrasses de Forum Construire, remplissez le formulaire et vous serez mis en relation avec des professionnels de votre région. Vous aurez des devis gratuits sans être obligé de courir après les artisans

C'est ici : https://www.forumconstruire.com/construire/devis-0-49-devis_terrasses.php
 
Membre utile Env. 300 message Haute Garonne
Pour les lames, je connais bien les fiberon, pas les megawood, donc moins choix va la dessus.
Pour les lambourdes, celles en composite ne sont pas porteuse. Du coup, si les lambourdes sont perpendiculaires à la pente, elles doivent être sur cales, si elles sont sur cales, pas de composite. De manière générale, il vaut mieux partir sur une structure en bois, c'est ce que préconise en off la plupart des fournisseurs.
Fixation des lambourdes, oui, surtout avec du composite clipsé. Par chevilles à frapper, galva suffit pour l'ossature, pas besoin d'inox.
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Env. 10 message Territoire De Belfort
Bonsoir et merci pour la réponse.
Concernant les lames, c'est bien cela mon soucis : personne ne connait la marque Megawood, qui selon leur site, et les quelques distributeurs, est un fabricant Allemand qui a une bonne expérience du composite et des produits de qualité (évidemment...). Mais depuis 3 semaines que je parcours les forums, impossible de trouver un avis de clients. Est-ce parce que les clients sont satisfait et qu'ils ne vont donc pas s'exprimer sur les forums ou parce que peu de clients en France ?
Pour les lambourdes en bois, mettriez-vous de la bande bitumeuse au dessus ou pas ?
Quel est le risque de ne pas fixer les lambourdes avec du composite clipsé puisque là au moins la dilatation peut se faire librement ? dans mon hypothèse de ne pas fixer sur la dalle, je remplaçais les vis par des lambourdes entretoises afin que le structure se maintienne. Est-ce vraiment une erreur ?
Merci
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Env. 10 message Territoire De Belfort
Bonsoir et merci pour la réponse.
Concernant les lames, c'est bien cela mon soucis : personne ne connait la marque Megawood, qui selon leur site, et les quelques distributeurs, est un fabricant Allemand qui a une bonne expérience du composite et des produits de qualité (évidemment...). Mais depuis 3 semaines que je parcours les forums, impossible de trouver un avis de clients. Est-ce parce que les clients sont satisfait et qu'ils ne vont donc pas s'exprimer sur les forums ou parce que peu de clients en France ?
Pour les lambourdes en bois, mettriez-vous de la bande bitumeuse au dessus ou pas ?
Quel est le risque de ne pas fixer les lambourdes avec du composite clipsé puisque là au moins la dilatation peut se faire librement ? dans mon hypothèse de ne pas fixer sur la dalle, je remplaçais les vis par des lambourdes entretoises afin que le structure se maintienne. Est-ce vraiment une erreur ?
Merci
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Membre utile Env. 300 message Haute Garonne
Je viens de jeter un oeil à la megawood :
- grosse proportion de bois, 75%, c'est encore plus que silvadec. Avantage : faible dilatation, faible prise de chaleur. Inconvénients : ceux du bois... décoloration, nuances, taches éventuellement.
- entraxe entre lambourde : 50cms maxi. C'est au delà de beaucoup de lames composite, çà reflète une bonne résistance structurelle.
- moins bon, les dilatations demandées sont assez importantes, surtout au vue de la composition. La hauteur sous lambourde demandée est très grande aussi, et ils insistent beaucoup sur le fait que le sol doit être parfaitement drainé, et la pente de 2% minimum pour une bonne évacuation de l'eau.
çà sent quand même les apparitions d'auréoles dues à l'humidité si on ne respecte pas scrupuleusement la pose.
Je n'ai rien trouvé (bon, j'ai vite cherché quand même...) sur la garantie.

Disons que les contraintes sont bien plus faibles avec la fiberon, et les garanties et les demandes plus rassurantes.

Pour la bande bitumineuse, j'ai déjà développé dans d'autres posts mais du coup je trouve qu'elle est à double tranchant : elle empêche l'eau d'imprégner la lambourde, mais à l'inverse elle empêche aussi l'évaporation de l'eau de cette même lambourde. A choisir, il faut mieux une cale entre la lame et la lambourde histoire de ventiler les 4 faces de la lame et de la structure (c'est d’ailleurs la préconisation du DTU).

Les entretoises sont un moindre mal pour maintenir la structure non fixée, mais elles ne feront que limiter la déformation de la lambourde. Quand on est sur de la lame vissée, on a deux vis tout les 145x500mm, la structure est verrouillée. Dans le cas du composite, la lame est plus flottante, puisque les clips laissent volontairement de la place à la lame pour qu'elle puisse dilater.
Cheviller la lambourde, c'est s'assurer d'une structure qui ne bougera plus, çà limite fortement les risques de désordre derrière.
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Membre utile Env. 2000 message Herault
AMEXIN31 a écrit:Les entretoises sont un moindre mal pour maintenir la structure non fixée, mais elles ne feront que limiter la déformation de la lambourde. Quand on est sur de la lame vissée, on a deux vis tout les 145x500mm, la structure est verrouillée. Dans le cas du composite, la lame est plus flottante, puisque les clips laissent volontairement de la place à la lame pour qu'elle puisse dilater.
Cheviller la lambourde, c'est s'assurer d'une structure qui ne bougera plus, çà limite fortement les risques de désordre derrière.

Exact, c'est pour ça que je vais fixer les solives avec des etriers à sceller:

Avec Linux vous avez un noyau. Avec Windows vous avez des pépins...
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Membre utile Env. 2000 message Herault
AMEXIN31 a écrit:A choisir, il faut mieux une cale entre la lame et la lambourde histoire de ventiler les 4 faces de la lame et de la structure (c'est d’ailleurs la préconisation du DTU).


Si tu places une cale entre la lame et la lambourde, le clip ne peut plus rentrer dans la gorge, comment fais-tu?
Avec Linux vous avez un noyau. Avec Windows vous avez des pépins...
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Membre utile Env. 300 message Haute Garonne
Pas faux! Laugh Je n'y avais pas pensé. Cette solution n'est donc pas faisable sur du composite clipé. le clip peut être dans la rainure, mais pas en contact avec la lambourde. çà doit être jouable avec des cales de petite épaisseur, mais du coup çà réduit l'intérêt, voir çà risque d'entrainer des soucis.
Autant dire que ma solution habituelle en composite est : ni bande, ni cales sous la lame.
Happy
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Membre utile Env. 2000 message Herault
AMEXIN31 a écrit:Autant dire que ma solution habituelle en composite est : ni bande, ni cales sous la lame. Happy

De toute façon c'est pas préconisé dans la notice de pose, du moins chez Silvadec et Piveteau (Wex)...
Avec Linux vous avez un noyau. Avec Windows vous avez des pépins...
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Env. 10 message Territoire De Belfort
Et bien merci, j'avance pas à pas...
- Plutôt Fiberon xtrem que Megawood classic. Un prix de 3300€ pour 28m² tout compris vous paraît-il correct ou excessif ?
- Lambourdes en bois et non en composite.
- Ne rien mettre entre lambourdes bois et lame composite
- Fixation des lambourdes sur la dalle. Qu'entends-tu par "çà limite fortement les risques de désordre derrière" ? Une structure avec entretoises est pourtant bien le mode de fixation des lambourdes sur plots plastique avec des lames composites. Quid de la déformation ?
Quels espacements pour les chevilles à frapper sachant que les Lambourdes font 2,4m et que je les place dans les 8m ? et même question pour les cales caoutchouc recyclé ?


Ci-joint mon plan provisoire avec lames Fiberon :
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Dept : Territoire De Belfort
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Membre utile Env. 2000 message Herault
3300€ pour 28 m2 en Fiberon avec la structure, ça me parait donné.

Signe de suite.

Il est joli ton plan. c'est codé en Cobol?Biggrin
Avec Linux vous avez un noyau. Avec Windows vous avez des pépins...
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Messages : Env. 2000
Dept : Herault
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Env. 10 message Charente Maritime
A 120€/m² tout compris sur de la Fiberon Xtreme...assure toi d'ailleurs qu'il s'agit bien de la lame Xtreme c'est à dire avec la face visible qui a été coextrudée (sensation de film plastique lisse collé à la lame) et non pas de la Fiberon Classic, toujours en 21mm mais qui est plus rugueuse au toucher
Pour le reste tout a été dit, lambourdes Pin Classe 4 45x70, éventuellement bande bitumeuse sur le dessus de la lambourde, lambourdes fixées au sol (chevilles à frapper, étrier à sceller, etc...à toi de faire ton choix)
Pour les chevilles à frapper sur du Pin, on préconise tous les 1m50 en général (d'ailleurs, je ne sais pas ce que dit le DTU à ce sujet ) donc dans ton cas ça sera tous les 1m20...3 chevilles par lambourdes de 2m40
Bon courage pour la pose et envoie une photo du résultat
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Messages : Env. 10
Dept : Charente Maritime
Ancienneté : + de 8 ans
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Env. 10 message Territoire De Belfort
OK merci pour vos réponses.
Il y a eu une erreur de manipulation pour le plan. Je fais une autre tentative d'insertion.

[img][/img]
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Dept : Territoire De Belfort
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Membre utile Env. 300 message Haute Garonne
Pour de la lambourde en épaisseur 45mm, je cheville tout les 1m. Pas de spécification dans le DTU, puisque çà dépend de la section de lambourde. Tiens, en parlant de dtu, la fixation de la structure au support y est obligatoire.
Appui (donc cales) tout les 60 cms, c'est la portée admissible de la 45x60 en platelage type 1 (épaisseur 45).

Pour felvic, en général, dans les notices de composite, tout ce qui n'est pas précisé = renvoi au dtu, c'est même souvent carrément indiqué, dtu 51.4.
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