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50-50KN PET Black Polyester Biaxial Geogrid for Road Construction

1. High tensile strength low elongation
2. High tear-resistance
3. Strong combination with gravel and soil
4. Anticorrosive, anti-aging and alkali-resistant
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  • geogrid

  • zhongloo

  • Polyester Geogrid

50-50KN PET Black Polyester Biaxial geogrid for road construction

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  1. Product Description

Polyester geogrid adopts high strength, high modulus, and low shrinkage twisting industrial polyester fiber as raw material.It is warp knitted with oriented structure and in the condition of no bending among warp and weft direction. Then it forms into mesh size product after coated with high quality oil or water-soluble PVC .

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 2. Products Features

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1. High tensile strength low elongation

2. High tear-resistance
3. Strong combination with gravel and   soil
4. Anticorrosive, anti-aging and alkali-resistant






Spec
JBGS
55-30
JBGS
60-30
JBGS
80-30
JBGS
100-30
JBGS
120-30
JBGS
150-30
JBGS
200-30
JBGS
300-30
Tensile strength
≥(kN/m)
warp
55
60
80
100
120
150
200
300
weft
30
30
30
30
30
30
30
30
Elongation≤(%)
13 or 10
Grid size(mm)
25.4x25.4 or 50.8x50.8 or 76.2x76.2
Width(m)
2 or 4 or 5.2 or 6
NOTES: Other tensile strength can be made: 400-50, 600-50, 800-100, 1200-200 etc.


Spec
JBGS
30-30
JBGS
50-50
JBGS
60-60
JBGS
80-80
JBGS
100-100
JBGS
120-120
JBGS
150-150
Tensile strength
≥(kN/m)
warp
30
50
60
80
100
120
150
weft
30
50
60
80
100
120
150
Elongation≤(%)
13 or 10
Grid size(mm)
25.4x25.4 or 50.8x50.8 or 76.2x76.2
NOTES: Other tensile strength can be made: 260-260, 400-400, 600-600, 800-800, 1200-1200 etc.


  3.Application

1. Reinforcement of soft soil subgrades of various roads such as highways, railways and municipal roads can effectively improve the strength of subgrades and delay road reflection cracks. 

2. Reinforcement and isolation of dams and river channels in water conservancy projects strengthens the soft soil foundation, enhances its protective capacity, and improves the bearing capacity and stability of the foundation. 

3. Used for reinforcement of embankment slopes and retaining walls to enhance overall strength.



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