Umzekelo No. | I-Softenpoint℃ | Viscosity CPS@150℃ | Ukungena dmm@25℃ | Imbonakalo |
FW1300 | 125 | 500-1000 | ≤0.5 | Umgubo omhlophe |
FW1007 | 140 | 8000 | ≤0.5 | Umgubo omhlophe |
FW1032 | 140 | 4000 | ≤0.5 | Umgubo omhlophe |
FW1001 | 115 | 15 | ≤1 | Umgubo omhlophe |
FW1005 | 158 | 150-180 | ≤0.5 | Umgubo omhlophe |
FW2000 | 106 | 200 | ≤1 | Umgubo omhlophe |
Kukho uluhlu olubanzi lwesicelo kwisilungisi se-asphalt sobushushu obuphezulu njengoko kungezantsi:
1. Ipavumente yeasphalt yetonela elide;
2. Ukwakhiwa kwendlela ye-asphalt phantsi kobushushu obuphantsi ekuqaleni kwentwasahlobo nasekwindla nasebusika;
3. Ukhuseleko oluphezulu kakhulu;
4. Ukulungiswa kwendlela kamasipala eneemfuno eziphezulu zokusingqongileyo (ingakumbi ezinabemi abaninzi, iindawo zokuhlala, njl.);
5. Oohola bendlela, iindlela ezinzima okanye izikhululo zeenqwelomoya.
(1) Yandisa ixesha lokwakha, inokwakhiwa kwindawo yobushushu obuphantsi obungaphezulu kwe-0℃;
(2) Ukusetyenziswa kwamandla okuvelisa umxube we-asphalt kunokunciphisa kakhulu, okunokugcina i-30 ekhulwini yokusetyenziswa kwamandla xa kuthelekiswa ne-HMA;
(3) inokunciphisa ngaphezu kwe-30 carbon dioxide kunye nezinye iigesi kunye nokukhutshwa kothuli, ukunciphisa ukungcoliseka kwendalo, ukuphucula umgangatho wendawo yokusebenza yabasebenzi;
(4) Iqondo lokushisa eliphantsi lokuxuba linceda ukunciphisa ukuguga kwe-asphalt kwinkqubo yokwakha, efanelekileyo ukwakhiwa ebusuku kunye nokwakhiwa kwebusika;
(5) Yandisa ubomi benkonzo yezixhobo zokuxuba i-asphalt kunye nokunciphisa iindleko zokugcina izixhobo;
(6) I-pavement egayiweyo ngomxube ofudumeleyo we-asphalt kulula ukufezekisa ukuhlaziywa;
Ukupakisha:I-25kg / ibhegi, iPP okanye iingxowa zephepha ze-kraft
Imeko yokugcina:Indawo epholileyo neyomileyo.Zigcine kude nobushushu nakwilanga elithe ngqo.