Waste rubber powder modified asphalt composition for increasing storage stability and preparation method thereof

A technology of modified asphalt and composition, which is applied in the direction of building structure, building components, building insulation materials, etc. It can solve the problems of complex process, deterioration of asphalt properties, unfavorable production, etc., and achieve simple ingredients, low production cost, and high production The effect of simple method

Active Publication Date: 2008-03-19
FUSHUN RES INST OF PETROLEUM & PETROCHEMICALS SINOPEC CORP
2 Cites 42 Cited by

AI-Extracted Technical Summary

Problems solved by technology

This kind of process is complex, while the rubber powder is degraded, the properties of the asphalt are also deteriorated.
WO9414896, WO9728220, CN03135004 propose to add higher content of rubber powder into asphalt, and prepare high-concentration rubber powder modified asphal...
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Method used

The present embodiment compares with embodiment 1, and difference is: added 2% SBS polymkeric substance again, prepared rubber powder modified asphalt not only storage stability is qualified, and other various properties can satisfy fully JTG F40-2004 polymer modified asphalt I-C technical index re...
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Abstract

The invention provides a rubber modified asphalt composition for improving storage stability and a method for preparing the same. Firstly, one or more liquid additives are used to spray the rubber powders, and then the treated waste rubber powders are added into basic asphalt. At appropriate temperature, the rubber powder modified asphalt of the invention can be obtained after treated by high shearing or colloid grinding equipments for a while. The method provided by the invention not only has a simple technology and obviously improves the stability of the rubber powder modified asphalt, and the prepared modified asphalt has good high-and-low temperature performance.

Application Domain

Technology Topic

AsphaltWaste rubber +2

Examples

  • Experimental program(4)

Example Embodiment

[0020] Example 1
[0021] 400 grams of basic asphalt with a penetration degree (25°C, 0.1mm) of 94, first heated to 160°C to melt; add 13% of treated 80-mesh rubber powder (with a liquid additive that accounts for 5% by weight of the rubber powder [Zibo Qi] The 1502 latex produced by Xiang Industry and Trade Co., Ltd.] sprayed and wrapped the rubber powder, dried at 80°C for 1 hour.) and 0.15% sulfur crosslinking agent, sheared at 180°C for 90 minutes. Compared with the modified asphalt without rubber powder pretreatment, the stability of the modified asphalt modified with rubber powder is obviously improved, and the difference between the upper and lower softening points of the segregation test changes from -5.5°C to -0.5°C, fully reaching The technical requirements for the storage stability of SBS modified asphalt.

Example Embodiment

[0022] Example 2
[0023] The difference between this example and Example 1 is that 2% of SBS polymer is added, and the prepared rubber powder-modified asphalt not only has qualified storage stability, but also other properties can fully meet the requirements of the Ministry of Communications. The JTG F40-2004 polymer modified asphalt I-C technical index requirements. Penetration of the modified asphalt (25°C, 0.1mm) 73, softening point: 55.0°C, ductility at 5°C: 31cm, difference between upper and lower softening points after storage: -0.5°C, needle ratio after TFOT: 80%, after TFOT 5°C ductility: 22cm.

Example Embodiment

[0024] Example 3
[0025] 400 grams of basic asphalt with a penetration degree (25°C, 0.1mm) of 90, first heated and melted; add 15% of treated 120-mesh rubber powder (with a liquid additive [polybutadiene latex that accounts for 20% by weight of the rubber powder]) , Zibo Yuming Industrial Co., Ltd.] sprayed and wrapped the rubber powder, dried at 100 ° C for 40 minutes.), sheared at 190 ° C for 90 minutes, and then added 1.5% SBS, 1.0% SBR and 0.2% bismuth Sulfur tetramethylthiuram and continue shearing for an additional 60 minutes. The modified asphalt has a penetration (25°C, 0.1mm) of 70, softening point: 58.5°C, ductility at 5°C: 35cm, and difference between upper and lower softening points after storage: -1.0°C.
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PUM

PropertyMeasurementUnit
Softening point55.0°C
Extensibility22.0cm
Softening point58.5°C
tensileMPa
Particle sizePa
strength10

Description & Claims & Application Information

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