JGT 396-2012 for Non-umthwalo iFayibha Cement Ibhodi yesamente for Exterior Wall 3

6. 2.4 Ukuthe tyaba kwebhodi
I-flatness yebhodi akufanele ibe ngaphezu kwe-1.0 mm / 2 m.
6. 2.5 Umda uthe tye
Xa indawo yeplate inkulu okanye ilingana ne-0.4 m2 okanye i-spection ratio ingaphezu kwe-3, ukuchaneka komphetho akufanele kube ngaphezu kwe-1 mm / m.
6.2.6 I-Edge perpendicularity
I-Edge perpendicularity akufanele ibe ngaphezu kwe-2 mm / m.
6.3 Ukwenziwa koMzimba
Iimpawu ezibonakalayo zebhodi yesamente eyomelezwe ngefiber iya kuthobela izibonelelo zeTheyibhile 4.

6.4
Ipropathi yoomatshini
6.4.1
Amandla e-Flexural emanzini agcweleyo
Amandla aguquguqukayo ebhodi yesamente eyomelezwe ngefiber phantsi kwamanzi ahlulileyo kufuneka ahambelane nezibonelelo zeTheyibhile 5.

6.4.2 Ukuchasa impembelelo
Ukuwa indlela yokuvavanya ibhola impembelelo amaxesha 5, akukho ngokusebenzisa iintanda kumphezulu ipleyiti.
7 Iindlela zovavanyo
7.1 Iimeko zovavanyo
Ilabhoratri yovavanyo lweepropathi zoomatshini kufuneka ihlangabezane neemeko zokusingqongileyo zovavanyo ezingama-25 ℃±5 ℃ kunye nama-55% ±5% ukufuma okunxulumeneyo.
7.2 Iisampulu kunye namaqhekeza ovavanyo
Amaphepha amahlanu athathwe njengeqela leisampulu, kwaye emva kokuphambuka okuvumelekileyo komgangatho wembonakalo kunye nobukhulu bunqunywe ngokulandelelana, amaphepha akhethwe njengeesampuli zovavanyo lwezakhiwo zomzimba kunye noomatshini ngokweThebhile 6 kunye neThebhile 7, kwaye imizekelo yasikwa kwiindawo ezingaphezulu kwe-100 mm kude namaphepha ngokobukhulu kunye nobuninzi obuchazwe kwiThebhile 7 kunye nenani le-Table 6 kunye ne-Table.