iplastiki elukiweyo ifilimu umsonto geotextiles
Plastic flat elukiweyo geotextile
I-geotextile elukiweyo yimathiriyeli ye-geosynthetic elukwe kwi-polypropylene kunye ne-polypropylene ethylene tape njengemathiriyeli ekrwada.Isetyenziswa kakhulu kubunjineli be-geotechnical njengokugcina amanzi, amandla ombane, izibuko, uhola wendlela kunye nolwakhiwo lukaloliwe.
1. Amandla aphezulu Ngenxa yokusetyenziswa kocingo lweplastiki olucwebileyo, lunokugcina amandla aneleyo kunye nobude kwiimeko ezomileyo nezimanzi.
2. I-Corrosion resistance inokumelana nokubola ixesha elide emhlabeni nasemanzini ane-pH eyahlukileyo.
3. Ukungena kakuhle kwamanzi Kukho izithuba phakathi kweengcingo ezisicaba, ngoko ke iyakwazi ukungena emanzini.
4. Iimpawu ezilungileyo ze-anti-microbial, akukho monakalo kwi-microorganisms kunye namanundu.
5. Ukwakhiwa ngokufanelekileyo Ngenxa yokuba izinto eziphathekayo zilula kwaye zithambile, zilungele ukuthutha, ukubeka kunye nokwakhiwa.
Intshayelelo yeMveliso
Inkcazo yeMveliso:
Ubunzima begram yi-90g/㎡～400g/㎡;ububanzi yi 4～6meters.
Iimpawu zeMveliso:
Ubunzima obulula, amandla aphezulu, ubude obuncinci, ingqibelelo elungileyo, kunye nolwakhiwo olufanelekileyo;inemisebenzi yokuqinisa, ukuhlukana, ukukhupha amanzi, ukuhluza kunye nokuthintela.
Iimeko zeSicelo
1. Ubunjineli bogcino lwamanzi: udonga lolwandle, udonga lomlambo, kunye neeprojekthi ezisemgangathweni zongqameko lwamachibi;iiprojekthi zokhuseleko lwe-embankment, iiprojekthi zokunkcenkceshela ngoceliso lwamanzi;anti-seepage kunye nokupheliswa komngcipheko kunye nokuqiniswa kweeprojekthi zamadama;indawo ebiyelweyo kunye neeprojekthi zokulungisa;iiprojekthi zolawulo lwezikhukhula.
2. Ubunjineli bendlela: unyango lokomelezwa kwesiseko esithambileyo;ukhuseleko lwethambeka;i-pavement anti-reflection yesakhiwo esihlangeneyo;inkqubo yokuhambisa amanzi;ibhanti lokuzahlula eliluhlaza.
3. Ubunjineli bakaloliwe: iprojekthi yokuqinisa ibhedi yesiseko sikaloliwe;umaleko wokuqinisa ukuthambeka kwe-ebankment;umaleko wetonela ungangeni manzi kunye nomgangatho wokuhambisa amanzi;geotextile drainage umsele oyimfama.
4. Ubunjineli besikhululo seenqwelomoya: ukuqinisa isiseko somgaqo weenqwelo-moya;isiseko se-apron kunye noluhlu lwesakhiwo se-pavement;Indlela yesikhululo seenqwelomoya kunye nenkqubo yokuhambisa amanzi.
5. Ubunjineli beplanti yombane: ubunjineli obusisiseko bomzi-mveliso wamandla enyukliya;ubunjineli bedama lothuthu lweziko lamandla obushushu;Ubunjineli besikhululo sombane wamanzi.
IiParameters zeMveliso
I-GB/T17690-1999 "I-Geosynthetics- iplastiki elukiweyo ifilimu yomsonto we-geotextiles"
| Hayi. | Into | 20-15 | 30-22 | 40-28 | 50-35 | 60-42 | 80-56 | 100-70 |
| 1 | Amandla ophuka ngokuthe nkqo,KN/m≥ | 20 | 30 | 40 | 50 | 60 | 80 | 100 |
| 2 | Amandla ophuka axwesileyo,KN/m≥ | 15 | 22 | 28 | 35 | 42 | 56 | 70 |
| 3 | Ukwaphulwa kobude obude obuthe nkqo nokuthe tye,%≤ | 28 | ||||||
| 4 | Amandla eTrapezoid ekrazula (nkqo), kN ≥ | 0.3 | 0.45 | 0.5 | 0.6 | 0.75 | 1.0 | 1.2 |
| 5 | Amandla agqabhukileyo, kN ≥ | 1.6 | 2.4 | 3.2 | 4.0 | 4.8 | 6.0 | 7.5 |
| 6 | I-Coefficient yokuNgqina koMbane, i-cm/s | 10-1~10-4 | ||||||
| 7 | Ubungakanani bepore obulinganayo O95, mm | 0.08-0.5 | ||||||
| 8 | Ubunzima kwiyunithi yendawo nganye, g/m2 | 120 | 160 | 200 | 240 | 280 | 340 | 400 |
| Ixabiso elivumelekileyo lokutenxa, ％ | ±10 | |||||||
