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Flexibility Uniaxial 100 Meters Plastic Geogrid Mesh

    Buy cheap Flexibility Uniaxial 100 Meters Plastic Geogrid Mesh from wholesalers
     
    Buy cheap Flexibility Uniaxial 100 Meters Plastic Geogrid Mesh from wholesalers
    • Buy cheap Flexibility Uniaxial 100 Meters Plastic Geogrid Mesh from wholesalers
    • Buy cheap Flexibility Uniaxial 100 Meters Plastic Geogrid Mesh from wholesalers
    • Buy cheap Flexibility Uniaxial 100 Meters Plastic Geogrid Mesh from wholesalers
    • Buy cheap Flexibility Uniaxial 100 Meters Plastic Geogrid Mesh from wholesalers
    • Buy cheap Flexibility Uniaxial 100 Meters Plastic Geogrid Mesh from wholesalers
    • Buy cheap Flexibility Uniaxial 100 Meters Plastic Geogrid Mesh from wholesalers
    • Buy cheap Flexibility Uniaxial 100 Meters Plastic Geogrid Mesh from wholesalers
    • Buy cheap Flexibility Uniaxial 100 Meters Plastic Geogrid Mesh from wholesalers
    • Buy cheap Flexibility Uniaxial 100 Meters Plastic Geogrid Mesh from wholesalers

    Flexibility Uniaxial 100 Meters Plastic Geogrid Mesh

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    Brand Name : Hengquan
    Certification : ISO 9001
    Model Number : TGDG35-300 KN
    Price : Deliberation
    Delivery Time : 5-8 days
    Payment Terms : L/C, T/T, Western Union
    Supply Ability : 40000M2 per week
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    Flexibility Uniaxial 100 Meters Plastic Geogrid Mesh

    Flexibility Versatility In Nature Easy To Construct Fast Deployment High Strength Uniaxial Plastic Geogrid


    Uniaxial Plastic Geogrid Introduction


    Plastic uniaxial geogrid is manufactured from plastic materials which may be high-density polypropylene or high-density polyethylene (HDPE) resins by the hot extruding process to make the resins into thin plates, the plates are punched into the regular holes for the formation of desired grids, and then the punching patterns are stretched longitudinally into the desired meshes to develop designed tensile strength.


    Uniaxial Plastic Geogrid Specification


    PropertiesGG60PPGG80PPGG110PPGG150PPGG260PPGG300PP
    Tensile Strength (kN/m)6080110150260300
    Elongation Ratio≤10%≤10%≤10%≤10%≤10%≤10%
    Strength at 2% Elongation (≥kN/m)1726324594105
    Strength at 5% Elongation (≥kN/m)35486490185195
    Roll Length (m)10010050505050
    Roll Width (m)1-31-31-31-31-31-3

    Uniaxial Plastic Geogrid Installation


    When used for reinforcing soil retaining wall, the construction shal lbe issued as follows:

    1.Set up the foundation and carry out the construction according to the designed wall system.When the precast reinforced concrete panel is selected, it is generally supported On the precast concrete foundation with a thickness of 12-15cm. Its width shall not be greater than 30cm, its thickness shall not be less than 20cm, and its burial depth shall not be less than 60 cm to prevent the influence of foundation frost heave.

    2.Level off the wall foundation, dig and level up according to the design requirements. Soft soil to be compacted or replaced, compacted to the required density, should be Slightly beyond the range of the wall;

    3.Tendon laid, the direction of the main strength of the tendon should be perpendicular to The wall,fixed with pins;

    4.For wall filling, the mechanical filling should be used. The distance between wheels and Steel bars should be at least 15 cm.


    When used for reinforced earth retaining wall, the construction method is as follows:


    1. The foundation shall be set and the construction shall be carried out according to the designed wall system. When the precast reinforced concrete panel is selected, the thickness is generally 12-15 cm and supported on the precast concrete foundation. The width is not more than 30cm, the thickness is not less than 20cm, and the buried depth is not less than 60cm to prevent the influence of foundation frost heaving.
    2. The wall foundation shall be leveled, excavated and leveled according to the design requirements. Soft soil needs to be compacted or replaced, and compacted to the required density, which should be slightly beyond the scope of the wall.
    3. When laying the reinforcement, the main strength direction of the reinforcement shall be perpendicular to the wall and fixed with pins.
    4. For wall filling, mechanical filling shall be adopted, and the distance between wheel and reinforcement shall be kept at least 15 cm. After compaction, the thickness of one layer of soil is about 20-15cm.
    5. During the wall construction, the wall should be wrapped with geotextile to prevent the leakage of filling.


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