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Tuchschmid-WALM® Têtes de poinçonnement - Debrunner Acifer

Tuchschmid-WALM® Têtes de poinçonnement - Debrunner Acifer

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V é r i f i c a t i o n s sta tiqu e s<br />

I llustra tion 11–D isposition <strong>de</strong>s a rma ture s a u-<strong>de</strong>ssus <strong>de</strong>s c olonn e s d ’a ngleav ec T u c hsc hmid -<br />

W A LM ®<br />

3.6.2 Vérification d upoin ç onn e m e nt<br />

Le p é rimètre u d u T u c hsc hmid - W A LM ® type E -2 c orre spond ༠d umême p é rimètre sur une<br />

c olonne inté rie ure type I-4 s e lon pa r a gra phe 3.5.2. O nne p e ut p a s a ugm e nte rle p é rimètr e<strong>de</strong> s<br />

v a le urs r x ni r y .<br />

Le mo<strong>de</strong> d ’action d u T u c hsc hmid - W A LM ® type E -2 e st i<strong>de</strong>ntiqu ece lui d utype I-4. A cause <strong>de</strong><br />

l’abs e n ce <strong>de</strong> labr a n c h e opposée, l’é trie r e st muni d ’un e pla que d’a n c r a g econtre le n e z <strong>de</strong> dalle .<br />

La pla que d’a n c r a g e introd uit la for ce <strong>de</strong> traction <strong>de</strong> l’é trie r dans lada lle en béton a rmé . La<br />

pla que d’a n c r a g eest d ime nsionnée e nfonc tion <strong>de</strong> l’inte r action <strong>de</strong> la fle xion e t d utr a n c h a nt.<br />

L orsque le s c ond itions le p e rme tte nt, on p e ut c intre rl’é trie rpour a ssure rl’a n c r a g e .<br />

1 4<br />

D w y<br />

R w<br />

r y<br />

r x<br />

R w=0.5 D w<br />

D w x<br />

u<br />

1 / 2 d<br />

1 / 2 d<br />

c u<br />

D o c ume nta tion TUC HSC HMID - W A LM ® (se pte m b r e 2007)

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