Geosynthetic Nonwoven Apapo geomembrane
ọja Apejuwe
Ti a ṣe nipasẹ geotextile ti kii hun ati PE/PVC geomembrane.
Awọn isori naa pẹlu: geotextile ati geomembrane, geomembrane pẹlu geotextile ti kii hun ni ẹgbẹ mejeeji, geotextile ti kii hun pẹlu geomembrane ni ẹgbẹ mejeeji, multi-Layer geotextile ati geomembrane.
Ọja Specification
Ọkan geotextile ati ọkan geotextile, geotextile:100-1000g/㎡, geomembrane 0.1-1.0mm.
Geomembrane pẹlu geotexile ni ẹgbẹ mejeeji: geotextile 100-400g / ㎡;geomembrane: 0.2-1.0mm
Geotextile pẹlu geomembrane ni ẹgbẹ mejeeji: geotextile 100-1000g / ㎡;geomembrane: 0.1-0.8mm
Ọja Awọn ẹya ara ẹrọ
Irọrun to dara;Iyapa ti o dara, idominugere, imuduro ati awọn ipa aabo;o tayọ lilẹ (waterproofing) iṣẹ.
Awọn oju iṣẹlẹ elo
O jẹ ohun elo egboogi-seepage ti o peye ati pe o jẹ lilo pupọ ni itọju omi ati awọn iṣẹ akanṣe oju eefin ijabọ gẹgẹbi awọn ikanni, embankments, awọn ifiomipamo itele, imuduro ti ko lagbara ti awọn ifiomipamo ti o lewu, ati ilodi si oju-iwe ti awọn idido rockfill.
Ọja paramita
GB/T17642-2008 "Geosynthetics - Geocomposites ṣe ti geononwoven ati geomembrance"
Nkan | Atọka | |||||||||
Agbara fifọ orukọ / (kN/m) | 5 | 7.5 | 10 | 12 | 14 | 16 | 18 | 20 | ||
1 | Inaro ati petele agbara fifọ /(kN/m) ≥ | 5.0 | 7.5 | 10.0 | 12.0 | 14.0 | 16.0 | 18.0 | 20.0 | |
2 | Inaro ati Petele Fifọ elongation /% | 30 ~100 | ||||||||
3 | CBR ti nwaye agbara / kN ≥ | 1.1 | 1.5 | 1.9 | 2.2 | 2.5 | 2.8 | 3.0 | 3.2 | |
4 | Inaro ati petele agbara yiya / kN ≥ | 0.15 | 0.25 | 0.32 | 0.40 | 0.48 | 0.56 | 0.62 | 0.70 | |
5 | Hydrostatic titẹ resistance / MPa | Tẹle tabili ni isalẹ | ||||||||
6 | Peeli Agbara /(N/cm) ≥ | 6 | ||||||||
7 | olùsọdipúpọ̀ ààyè inaro/(cm/s) | Bi o ṣe nilo nipasẹ apẹrẹ tabi adehun | ||||||||
8 | Iyapa iwọn /% | -1.0 | ||||||||
Nkan | Geomembrane Sisanra | |||||||||
0.2 | 0.3 | 0.4 | 0.5 | 0.6 | 0.7 | 0.8 | 1.0 | |||
Hydrostatic titẹ / MPA ≥ | Ọkan geotextile ati ọkan geotextile | 0.4 | 0.5 | 0.6 | 0.8 | 1.0 | 1.2 | 1.4 | 1.6 | |
Geomembrane pẹlu geotexile ni ẹgbẹ mejeeji | 0.5 | 0.6 | 0.8 | 1.0 | 1.2 | 1.4 | 1.6 | 1.8 |