0.2~3.0mm HDPE Geomembrane Rolling For Biodigestor Liner
- Excellent chemical resistance.
- Outstanding stress crack capacity.
- Lowest permeability.
- Excellent UV resistance.
- Stable low temperature embrittlement resistance.
- Complete width and thickness specifications.
- Cost effective.
- Proven performance.
- Fast deployment.
- Easy transportation.
- Meet or exceed all aspects of GRI GM13.
Description:
0.2~3.0mm HDPE Geomembrane Rolling for Biodigestor
Geomembrane is the low permeable synthetic membrane liner and geotechnical engineering materials which are widely used for solid waste containment, mining and water containment applications. zhonglu smooth geomembrane HDPE liner is made of finest quality high density polyethylene HDPE with specially formulated, virgin polyethylene resin, combined with specified quantity carbon black, antioxidant, anti-aging agent and UV resistance components, which makes our smooth geomembrane HDPE liner with excellent resistance to UV radiation and is suitable for exposed conditions.
Our geomembranes are fabricated by the state of the art automatic geomembrane production lines and advanced three layered pressing technology in accordance with GRI GM13 standard. Compared with traditional concrete, asphalt and compacted clay, smooth geomembrane HDPE Liner has proven to be far more cost effective, environmentally safe, excellent durable, chemically resistant, fast deployment and easy transportation.
Construction Method
1. The slope shall be laid in order from top to bottom. Don't pull it too tight.
2. Tow adjacent longitudinal joints should not be in a horizontal line, should bestaggered more than 1m each other.
3. Longitudinal joints should be more than 1.50m away from the dam foot and bending foot, and should be located on the plane.
4. When the slope is laid, the direction of spreading film should be basically parallel to the slope line.
5. The construction, first of all to use small diameter sand or clay levelingbase, and then laid the geomembrane. The geomembrane should not be stretched too tight, and the part of the soil bured at both ends is corrugated. A transitional layer of about 10cm is laid on the geomembrane with sand or clay.
2. Tow adjacent longitudinal joints should not be in a horizontal line, should bestaggered more than 1m each other.
3. Longitudinal joints should be more than 1.50m away from the dam foot and bending foot, and should be located on the plane.
4. When the slope is laid, the direction of spreading film should be basically parallel to the slope line.
5. The construction, first of all to use small diameter sand or clay levelingbase, and then laid the geomembrane. The geomembrane should not be stretched too tight, and the part of the soil bured at both ends is corrugated. A transitional layer of about 10cm is laid on the geomembrane with sand or clay.
Please contact me for more info today!
Anhui Zhonglu Engineering Materials Co., Ltd.
Summer@zhongloo.com
Summer Meng +86 18056028960
