D ie fle x ib le n V e r te ile r s y s te m e a u s K u n s ts to ff fü r S a n itä r u n d H e iz u n g 2 0 1 4 /0 0 1 -U n iv e r s a lv e r te ile r 5 0 0 0 K S T 1 ¼ ” E n d p la tte w a h lw e is e : -o h n e B o h ru n g -m it ½ ” IG -¾ ” IG -1 ” IG 8 2 1 6 0 v o n W P 2 0 0 w a h lw e is e IG 1 ¼ ” o d e r IG 1 ½ ” z u W P w a h lw e is e IG 1 ¼ ” o d e r IG 1 ½ ” IG 7 3 1 " 9 0 1 0 0 G e s a m tlä n g e L 2 9 2 A n z a h l d e r A b g ä n g e 2 3 4 5 6 7 8 9 1 0 G e s a m tlä n g e L (m m ) 2 6 3 3 6 3 4 6 3 5 6 3 6 6 3 7 6 3 8 6 3 9 6 3 1 0 6 3 L ä n g e d e r G e w in d e s ta n g e n (m m ) 2 3 0 3 3 0 4 3 0 5 3 0 6 3 0 7 3 5 8 3 5 9 3 5 1 0 3 5 -U n iv e r s a lv e r te ile r 5 0 0 0 K S T 1 ¼ ” - D u r c h flu s s k e n n lin ie M e s s s tre c k e : Z u la u f = G 1 ½ ” , A b la u f = G 1 ½ ” , V e r b in d u n g z w is c h e n V o r la u f- u n d R ü c k la u fv e r te ile r : g e r a d e R o h r s tü c k e G 1 ” , c a . 1 0 0 m m la n g 0 8 -fa c h 0 2 -fa c h 1 0 .0 0 0 V e n tile im V o r la u f u n d D u r c h flu s s m e s s e r im R ü c k la u f m a x . g e ö ffn e t (l/h ) D u r c h flu s s Q m a x = 1 3 .9 5 0 l/h b e i d p = 1 b a r 5 .0 0 0 A n z a h l V e r te ile r k r e is e W a s s e r 1 8 °C D u r c h flu s s Q M e d iu m 0 1 -fa c h 1 .0 0 0 5 0 0 0 ,0 1 S ie g fr ie d B ö h n is c h K u n s ts to ffte c h n ik G m b H M a y b a c h s tra ß e 1 D -7 4 6 3 2 N e u e n s te in 0 ,1 D r u c k v e r lu s t d p (b a r ) T e le fo n : + 4 9 ( 0 ) 7 9 4 2 - 9 4 4 9 2 6 0 T e le fa x : + 4 9 ( 0 ) 7 9 4 2 - 9 4 4 9 2 6 9 9 1 ,0 in fo @ s b k - n e u e n s te in .d e w w w . s b k - n e u e n s t e in . d e S e ite 1 7
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