Fresh and early-age concrete
High fiber count distributes through paste and mortar to help control plastic shrinkage and settlement cracking.

Fiber Family
Micro and macro polymer fibers address different concrete behaviors. UCGP coordinates polypropylene, polyolefin, PVA and nylon options against the application and performance requirement.
Synthetic portfolio
Material, filament form and dimensions determine whether a synthetic fiber is considered for early-age crack control, hardened-concrete toughness or a specialized cementitious system.

Fine polypropylene monofilaments for plastic-shrinkage and settlement-crack-control contexts.
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Network-form polypropylene fibers that open during mixing and distribute through the matrix.
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Engineered macro geometry for post-crack toughness in slabs, precast and shotcrete.
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All-synthetic blends combining early-age and post-crack objectives.
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High cementitious affinity for ECC, high-ductility and specialty concrete systems.
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Micro reinforcement considered for shrinkage, settlement and specialty mortar/concrete uses.
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High fiber count distributes through paste and mortar to help control plastic shrinkage and settlement cracking.
Larger engineered fibers bridge cracks and are selected using toughness or residual-performance criteria.
Polymer chemistry, bond, modulus, dimensions and dispersion shape suitability for specialty cementitious applications.
Batching and trials
Monofilament, fibrillated, macro, blend, PVA or nylon.
Aggregate grading, paste volume, admixtures and consistency.
Verify addition point, mixing time, dispersion, pumping and finish.
Use project-relevant fresh- or hardened-concrete tests.
Synthetic-fiber comparison
Share the application, desired crack-control or post-crack objective, mix context, quantity and destination.
After submitting your inquiry, you may reply to our acknowledgement email with specifications, drawings or supporting documents.