Plastic Hollow Formwork

Short Description:

Advantages

1.Reuse more than 60 times.

2.Waterproof.

3.No need oil, Easily install and remove, only tapping,formwork can be fallen off6

4.No expansion, no shrinkage, high strength.75.Bearable temperature:-10~90°C

6.Anti slip

7.Shorten construction period.

8.Glass glue can repair scratch on the surface

9. Plastic plug can repair the 12-24mm diameter hole

10.Rinse with water will be clean.

11.Rent and reuse in another construction site

12.Recycle at about half price in any plasticfactory.


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  • Product Detail

    Product Tags

    Totally save 1/3 than plywood or steel form work!

    Standard Size Container Loading (pcs) Weight
    (kg / pc)
    20ft 40ft 40HQ
    1220 x 2440 x 12mm 560 1120 1120 21
    1220 x 2440 x 15mm 432 864 1026 23.5
    1220 x 2440 x 18mm 400 800 1000 25

    *12mm-20.5mm we all can produce* can Custom UV and flame retardant Cutting and customized size are available for plastic formwork.
    Comparison of various formwork

    Performance Hollow plastic formwork Modular plastic formwork PVC plastic formwork Plywood bamboo plywood Metal formwork
    Wear Resistance Good Good No No No No
    CorrosionResistance Good Good No No No No
    Tenacity Good Bad
    Impact Strength High Easily broken Normal Poor Poor High
    After AbsorbingWater No deformed No deformed Deformed Deformed Deformed Deformed
    Mold ReleaseProperty No need release agent No need release agent Need Need Need No
    Warp After Used No No Yes Yes Yes No
    Weight(kg/ sq) 6 10 15 7.2 7.5
    Recyclability v v v
    Bearing capacity High Bad
    (Easily broken)
    Normal Normal Normal Hard
    Eco-Friendly v v v
    Cost Of Use Low Higher High Higher Higher Higher
    Reusable Time Over 60 Over 60 20-30 3-6 6-8 100

    1. The distance between timber:
    (1) Generally, if the thickness of slab concrete is less than 0.15 m,the timber distance should be 250~300 mm
    (2) The distance between timbers of the shear wall is adjusted by the height and thickness of the wall,for example, the wall is 2800 mm high and 300 mm thick, timber distance should be 150 ~250 mm.(3) If the width of the pillar is more than 1 meter, must add the fixed frame,2. The joint between formwork should be without space, but if the temperature difference is 5 ~10°C,then should reserve 1~2 mm gap.
    3. There shouldn't be gap between the die shear wall and column puzzle, there must be timber inintemal Angle (the bottom of the wall) beam to insure the beam frame, wall and formwork connectwell. Shear wall formwork must be assembled into the whole piece before lifting, and then spreadtablet, thus can reduce labor intensity, as well as improve the forming effect.4. When nailing the fommwork, the distance from the formwork edge should be 15~ 30 mm, thestrength of driving nail should be moderate, length of nails should be 30~ 35 mm, not too long or tooshort
    5.There must be a seam allowance for the wood in the beam bottom,make the wallboard stand on seamallowance of wood square, thus can ensure the leak not slurry and save wallboard material efficiently.

    application

    Sawing, drilling and nailing are all available.Formwork can be easily combined vertically andhorizontally, quick and safe, and the supporting isalso easy to be operated, advantageous to theorganization construction, effectively improving theconstruction schedule.

    Plastic Hollow  Formwor5
    Plastic Hollow  Formwor4
    Plastic Hollow  Formwor3

    Physical Property

    Properties ASTM Test Condition Units Typical Value
    Density ASTM D-792 23±0.5℃ g/cm³ 1.005
    Molding Shrinkage ASTM D-955 3.2mm % 1.7
    Melting Flowing Rate ASTM D-1238 230℃, 2.16kg g/10min 3.5

    Technical Data

    Serial Number Inspection Item Inspection Reference Check Result
    1 Maximum damage load GB/T 17657-1991 Vertical pressure 1024N
    2 Water absorption 0.37%
    3 Grip screw force (board) 1280N
    4 Charpy unnotched impact strength GB/T 1043.1-2008 Lateral pressure 12.0 KJ/m²
    Vertical pressure 39.6 KJ/m²
    5 Shore hardness GB/T 2411-2008 75
    6 Falling ball impact test GB/T 18102-2007 13.3mm
    7 Vicat softening point GB/T 1633-2000 76.6
    8 Resistance to acid and base saturated Ca(OH)₂, soak for 48h GB/T 11547-2008 No surface crack bubbling

    Certificate

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    Application


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