Customization: | Available |
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After-sales Service: | Online Technical Support, Onsite Installation |
Warranty: | 5 Years |
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1. Strength - Under the same weight specification, the tensile strength in all directions is higher than that of other needle punched non-woven fabrics;
2. UV resistance - with extremely high UV resistance;
3. Extremely high temperature resistance - up to 230 ºC, maintaining structural integrity and original physical properties at high temperatures;
4. Permeability and planar drainage - Geotextiles are thick and needle punched, with good planar drainage and vertical permeability, and can still maintain this performance after many years;
5. Creep resistance - Geotextiles have better creep resistance than other geotextiles, therefore they have good long-term performance. It can withstand the erosion of common chemical substances in soil and the corrosion of gasoline, diesel, etc;
6. Ductility - Geotextiles have good elongation under certain stress, allowing them to adapt to uneven and irregular base surfaces;
Technical index
Filament Geotextile: GB/T 17639-2008 | ||||||||||||
Project | 4.5 | 7.5 | 10 | 15 | 20 | 25 | 30 | 40 | 50 | |||
Longitudinal and transverse breaking strength,KN/m≥ | 4.5 | 7.5 | 10 | 15 | 20 | 25 | 30 | 40 | 50 | |||
Nominal breaking strength corresponds to elongation,% | 40-80 | |||||||||||
CBR brusting strength,KN≥ | 0.8 | 1.6 | 1.9 | 2.9 | 3.9 | 5.3 | 6.4 | 7.9 | 8.5 | |||
Thickness, mm | 0.8 | 1.2 | 1.6 | 2.2 | 2.8 | 3.4 | 4.2 | 5.5 | 6.8 | |||
Mass deviation rate per unit area,% | -5 | |||||||||||
Width deviation rate,% | -0.5 | |||||||||||
Equivalent opening size O90(O95), mm | 0.05-0.2 | |||||||||||
Vertical permeability coefficient, cm/s | k×(10-1~10-3) k=1.0~9.9 | |||||||||||
Longitudinal and transverse tearing strength,KN≥ | 0.14 | 0.21 | 0.28 | 0.42 | 0.56 | 0.7 | 0.82 | 1.1 | 1.25 | |||
Q/CR 549.5-2016 | ||||||||||||
Project | Performance indicators | |||||||||||
Nominal strength at break,KN/m | 4.5 | 7.5 | 10.5 | 12.5 | 15 | 20 | 25 | 30 | ||||
Longitudinal and transverse tensile break strength,KN/m≥ | 4.5 | 7.5 | 10.5 | 12.5 | 15 | 20 | 25 | 30 | ||||
Elongation at break in longitudinal and transverse direction ,% | 40-80 | |||||||||||
Longitudinal and transverse tearing strength,KN≥ |
0.14 | 0.21 | 0.28 | 0.35 | 0.42 | 0.56 | 0.7 | 0.82 | ||||
CBR brusting strength,KN≥ | 0.8 | 1.4 | 1.8 | 2.2 | 2.6 | 3.5 | 4.7 | 6.4 | ||||
Longitudinal and transverse holding strength,KN≥ |
0.3 | 0.6 | 0.9 | 1.20 | 1.40 | 1.8 | 2.30 | 2.8 | ||||
Thickness, mm | 0.8 | 1.2 | 1.6 | 1.9 | 2.2 | 2.8 | 3.4 | 4.2 | ||||
Equivalent opening size O90(O95), mm | 0.07-0.2 | |||||||||||
Vertical permeability coefficient, cm/s | 1×(10-1~10-3) | |||||||||||
Mass per unit area,g/m2≥ | 100 | 150 | 200 | 250 | 300 | 400 | 500 | 600 | ||||
Width deviation,% | ±0.5 |
1. Used for reinforcement in backfill of retaining walls, or for anchoring panels of retaining walls. Build wrapped retaining walls or abutments.
2. Strengthen the flexible road surface, repair cracks on the road, and prevent reflective cracks on the road surface.
3. Increase the stability of crushed stone slopes and reinforced soil to prevent soil erosion and frost damage to soil at low temperatures.
4. The isolation layer between road ballast and roadbed, or the isolation layer between roadbed and soft foundation.
5. The isolation layer between artificial filling, rockfill, or material yard and foundation, as well as the isolation, filtration, and reinforcement effects between different frozen soil layers.
6. The filter layer of the initial upstream dam surface of the ash storage dam or tailings dam, and the filter layer of the drainage system in the backfill soil of the retaining wall.
7. The filter layer around the drainage pipe or gravel drainage ditch.
8. Filter layer of water well, relief well or baroclinic pipe in hydraulic engineering.
9. The isolation layer of geotextile between roads, airports, railway ballast, and artificial rockfill and the foundation.
10. Vertical or horizontal drainage inside the earth dam, buried in the soil to dissipate pore water pressure.
11. Drainage behind the anti-seepage geotextile membrane or below the concrete cover in an earth dam or embankment.
12. Eliminate water seepage around the tunnel, reduce the external water pressure borne by the lining, and reduce water seepage around various buildings.
13. Drainage of artificial fill foundation for sports field foundation.
14. Used to strengthen weak foundations in projects such as highways (including temporary roads), railways, embankments, earth-rock dams, airports, sports fields, etc.
1,We have professional warehouse management system, not only keep clean and dry, but also ensure the packing. All the goods stock respectively according to different orders
2,Standard export packing, or customized packing as your request.
The company has passed ISO9001-2015 Quality system certification, ISO14001-2015 Environmental management system certification, ISO45001-2018 Occupational Health and safety management system certification, China railway corporationrailway products - geosynthetic materials CRCC certification, now the product has diversified development.
Current affairs information
Q: Are you factory or trading company?
A: We are factory direct sale.
Q: What's the payment method you accept?
A: T/T, L/C,D/P etc.
Q: Can I visit your company?
A: Welcome to visit our factory and it is our great pleasure.
Q : Where is your factory located?
A: Anhui Chuangwan New Materials Co., Ltd. Is located in the industrial new town of Dashu town, Quanjiao county, Chuzhou city.
Q: What is your exporting countries?
A: We have good sales performance and win good international reputation in more than 15 Countries and regions,such as Japan, America, Australia,Russia, Canada,Middle East and so on.
Name | Anhui Chuangwan New Materials Co., Ltd. |
Add: | No.9 Penglin Road, Industrial New Town, Dashu Town, Quanjiao County, Chuzhou City, Anhui Province. |