I-JGT 396-2012 Yebhodi Losimende Elithwele I-Fiber Engalayithi Yodonga Lwangaphandle 3

6. 2.4 Ukucaba kwebhodi
Ubude bebhodi akufanele bube ngaphezu kuka-1.0 mm/2 m.
6. 2.5 Ukuqina komphetho
Uma indawo yepuleti inkulu noma ilingana no-0.4 m2 noma i-aspect ratio inkulu kuno-3, ukuqondisa konqenqema akufanele kube kukhulu kuno-1 mm/m.
6.2.6 I-Edge perpendicularity
I-Edge perpendicularity akufanele ibe ngaphezu kuka-2 mm/m.
6.3 Ukusebenza ngokomzimba
Izakhiwo ze-fiber-reinforced Cement board zizohambisana nezinhlinzeko zeThebula lesi-4.

6.4
Impahla yemishini
6.4.1
Amandla e-Flexural emanzini agcwele
Amandla aguqukayo ebhodi likasimende eliqiniswe ngefayibha ngaphansi kwamanzi agcwele kufanele ahambisane nezinhlinzeko zeThebula lesi-5.

6.4.2 Ukumelana nomthelela
Indlela yebhola eliwayo inomthelela izikhathi ezi-5, akukho ngemifantu endaweni yepuleti.
7 Izindlela zokuhlola
7.1 Izimo zokuhlola
Ilabhorethri yokuhlola izakhiwo zemishini kufanele ihlangabezane nezimo zemvelo zokuhlola ezingu-25 ℃±5 ℃ kanye no-55%±5% womswakama ohlobene.
7.2 Amasampula nezingcezu zokuhlola
Amashidi amahlanu athathwa njengeqembu lamasampula, futhi ngemva kokuchezuka okuvunyelwe kwekhwalithi nobukhulu bokubukeka kunqunywa ngokulandelana, amashidi akhethwa njengamasampula okuhlolwa kwezakhiwo ezingokwenyama neziwumshini ngokweThebula lesi-6 neThebula lesi-7, futhi izibonelo zasikwa ezindaweni ezingaphezu kuka-100 mm kude namashidi ngokosayizi nenani elishiwo kuThebula lesi-7 nenombolo ehlukahlukene yeThebula 6 nenombolo.