POLYESTER FIBER

INTRODUCTION:As the transportation infrastructure of our country is being constructed extensively, especially the rapid development of the freeway construction, the asphalt pavement is playing more and more important role now. With the channelization of the transportation, the increase of the traffic volume and the load of the transit, etc, there is higher requirement to the quality and durability of the advanced asphalt pavement. To avoid the influence to the lifetime of the general asphalt pavement caused by its early damage, such as crack and potholes of the track, recent years, that the industrialized polymer synthesis fibers are used in the asphalt concrete as the reinforcing material, has got the popular concern and wide recognition from the transportation and highway research department of the world. PET-Fiber is a new kind of reinforcing and crack-resistant material for the asphalt concrete. It is a kind of bunchy monofilament synthetic fiber and manufactured by special technique with 100% PET. It has the advantages of anti-high temperature, anticorrosion, high strength, high chemical stability, high gripping force with the asphaltum, etc. When put them into the asphalt concrete ,after mixed ,they can form a lot of monofilament stereo distribution ,that could reinforce and bridge the asphalt concrete, uprate their mechanical property, and prevent the crack. The Physicochemical Properties of PET-Fiber.

 

Specifications:

Diameter:from 10um to 15um

Melt Point:220°C

Length:6mm---40mm.

Specific Gravity:1.18 g/cm3

Tensile Strength:460Mpa min,

Modulus of Elasticity:7000Mpa min.

Ignition Point: 520°C

Elongation at Break:20% min.

Acid-Alkali Resistance >95%.

 

THE MAIN APPLICATION OF PET-FIBER:

The newly-built road surface of asphalt concrete

The old pavement overlay of asphalt concrete(black+black)

The old pavement overlay of cement concrete(white+black)

The defect mend, cold patch, joint grouting of the roads

Pave the asphalt surface on the steel construction bridges

The waterproof of the bridge surface


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