High Strength Reinforcing Steel Plastic Composite Steel Geogrid Welding Steel Plastic Composite Geogrid Plastic Mesh

Product Description

Product Description

 

Steel plastic geogrid mesh is made from high strength steel coated with virgin polyethylene or high density polyethylene by special ultrasonic welding and composite processing technology.  Steel plastic geogrid is weld into longitudinal and latitudinal staggered intervals in the same planner, different wire mesh diameter and root number can be fabricated according to project reinforcement force requirement. Due to reinforced steel biaxial geogrid combined with the regular rough pattern on the surface, the steel plastic geogrid mesh has great tensile strength, perfect corrosion resistance and excellent wear and tear resistance, etc. The stress and the friction between the soil and the fill generally limit the shearing of the foundation and the lateral extrusion bulge. The high rigidity of the reinforced soil cushion by the steel plastic geogrid mesh is beneficial to the diffusion of the upper foundation load and the uniform distribution. To the lower soft soil layer, the bearing capacity of the foundation is better improved. Due to the effect of the reinforced mat soil layer, the overall rigidity of the foundation within the compression layer is increased, which is beneficial to adjust the deformation of the foundation. Steel plastic geogrid reinforcement can effectively enhances the bearing capacity of foundation and prevents the soil from lateral displacement due to its high friction coefficient and the bearing capacity. The reinforced soil composite cushion formed with the help of the reinforced steel plastic geogrid mesh can even absorb the earthquake energy well, so its seismic performance is good.

Product name		Steel Plastic Geogrid Mesh
Item		GSZ30	GSZ40	GSZ50	GSZ60	GSZ80	GSZ100	GSZ150
Tensile Strength (kN/m)	Longitudinal	≥30	≥40	≥50	≥60	≥80	≥100	≥150
	Transverse	≥30	≥40	≥50	≥60	≥80	≥100	≥150
Elongation Rate (%)	Longitudinal	≤2
	Transverse	≤2
Strength at 1% elongation (KN/m)	Longitudinal	≥20	≥32	≥40	≥48	≥63	≥81	≥125
	Transverse	≥20	≥32	≥40	≥48	≥63	≥81	≥125
Limit peel force at welded bonded point N		≥100	≥100	≥100	≥100	≥100	≥100	≥100

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