Filament Spunbond Needle Punched Nonwoven Geotextile

Using PET or PP as raw material, the geotextile with three-dimensional pores is produced by melt spinning, air-laid and needle-punched consolidation processes.


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Contact number: 0086-18853141100

Contact E-mail: 18615171742@163.com

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Detailed introduction


Product Introduction

Using PET or PP as raw material, the geotextile with three-dimensional pores is produced by melt spinning, air-laid and needle-punched consolidation processes.

Product specifications

The gram weight is 100g/㎡ ~ 800g/㎡, and the width is 4~6m.

Product Features

High mechanical index, good creep performance; strong corrosion resistance, aging resistance, excellent heat resistance, excellent hydraulic performance. Fan Guo: mainly used for reinforcement, filtration, isolation and drainage of water conservancy and hydropower, environmental protection, highways, railways, dams, coastal beaches, metallurgical mines and other projects.

Product execution standard

GB/T17639-2008 "Geosynthetics Filament Spunbond Needle Punched Nonwovens"

JT/T519-2004 "Highway Engineering Synthetic Material Filament Spunbond Needle Punched Nonwoven Workcloth"

 

Technical Index of Filament Spunbond Needle Punched Nonwoven Geotextile (GB/T 17639-2008)

ProjectIndicators
 Nominal breaking strength/(KN/m)4.507.510.015.020.025.030.040.050.0
2Longitudinal and transverse rupture strength/(KN/m)≥4.507.510.015.020.025.030.040.050.0
3Elongation corresponding to standard strength in longitudinal and transverse direction/%40~80
4CBR item breaking strength/KN 20.81.61.92.93.95.36.47.98.5
5Longitudinal and transverse tear strength/KN≥0.141.210.280.420.560.700.821.101.25
6Equivalent aperture O(Og)/mm0.20
7Vertical permeability coefficient/(cm/s)Kx(10 ¹ ~ 10-) 中:K = 1.0 ~ 9.9
8Thickness/mm ≥0.81.21.62.22.83.44.25.56.8
8Width deviation/%-0.5
9Mass deviation per unit area/%5

Note 1: The specifications are based on the breaking strength, and the actual specifications are between the adjacent specifications in the table, and the corresponding assessment indicators are calculated according to the linear interpolation method.

Note 2: When the actual breaking strength is lower than the standard strength, the elongation corresponding to the standard strength shall not be judged for conformity.

Note 3: The standard value of Item 8-Item 9 is based on the design or agreement.



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