(1) Inoshandiswa zvakanyanya mukusimbisa asphalt pavement, simende kongiri pavement uye roadbed. Inogona kuiswa kune ese ari maviri akaoma uye anochinjika pavement. Kana ichienzaniswa nemapavha echinyakare, inogona kuderedza mutengo, kurebesa hupenyu hwesevhisi uye kudzivirira kutsemuka kwekuratidzira kwemugwagwa.
(2) Ukobvu hwechigadzirwa hwakakodzera, zviri nyore kusanganisa neasphalt pavement, uye inoumba danda rekuzviparadzanisa mushure mekubatanidza nemafuta anonamira, ane mabasa ekudzivirira mvura nekuchengetedza kupisa.
(3) Kurema kwakareruka uye simba rakakwirira. Kusimba kwesimba ndeye ≥8 KN/m, uye kureba i40 ~ 60%, iyo inonyatsozadzisa zvinodiwa zvehunyanzvi zve geotextiles muJTJ/T019-98 “Technical Specification for Stress of Highway Geosynthetics”.
(4) Nzvimbo yacho ine rough uye haisi nyore kutsvedza. Paunenge uchiisa, shandura nzvimbo nedivi rakashata kumusoro mushure mekurapa kwakakosha, wedzera coefficient ye friction, wedzera simba rekubatanidza redenga repamusoro, kudzivirira kupetwa nekukuvadzwa nemavhiri panguva yekuvaka, uye panguva imwechete kudzivirira mota. uye paver kubva pakutsvedza pajira. .
(5) Iyo ine anti-ultraviolet, inotonhora uye inotonhora kuramba, makemikari ekuora kwekudzivirira uye biological kukuvara kusagadzikana.
(6) Kuvaka kuri nyore uye yakanaka application maitiro. Hazvisi nyore kutorwa nemavhiri emotokari kuti uve nechokwadi chekushanda kwakanaka kwekuvaka.
Nguva yekutumira: Kubvumbi-06-2022