Technology for blending modified cold mix asphalt

A technology for cold mix asphalt and mixture, which is applied in the field of pavement asphalt mixture, can solve the problems that the paving thickness of asphalt concrete cannot reach more than 2cm, the use season is short, and the performance index is low.

Inactive Publication Date: 2010-07-07
李国涛
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] The purpose of the present invention is to provide a modified cold-mix asphalt mixture mixing process, which is used to replace hot asphalt or thermally modified asphalt, and solve the problems of inability to store existing hot asphalt, poor engineering performance, short use seasons and problems with use. climate demanding issues
It also solves the problem that the existing modified emulsified asphalt in the market cannot be used with mixed asphalt concrete or its road surface asphalt concrete paving thickness cannot reach more than 2cm and the performance index is low.

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0025] Embodiment 1: Preparation of a kind of AC type cold mix asphalt mixture

[0026] Components: by weight percentage, 7.45% of 4# modified cold-mix asphalt, 86.55% of continuous graded aggregate, including 4% of cement and 2% of coating agent.

[0027] Preparation method: mix the aggregates with a particle size above 0.15mm evenly, spray the coating agent, then add 30% of the cold mix asphalt into the coarse aggregate and mix, then add the fine aggregate below 0.15mm and R42 .5# cement mixing for 60 seconds. The remaining cold mix asphalt was diluted to 64%, then added to the fine aggregate coated mix and mixed again for 60 seconds. Ready to serve.

Embodiment 2

[0028] Embodiment 2: Preparation of a kind of AC type cold mix asphalt mixture

[0029] Preparation of an AC type cold mix asphalt mixture

[0030] Components: by weight percentage, 4# modified cold-mix asphalt: 7.45%, continuously graded aggregate 88.55%, including 4% cement, and 2% coating agent.

[0031] Preparation method: Mix the coarse aggregate with a particle size greater than 0.15mm evenly, spray the coating agent, then add 30% of the cold-mix asphalt to the coarse aggregate and mix, then add fine aggregate and R42.5# The cement was mixed for 60 seconds. The remaining cold mix asphalt was then added to the mix which had been coated with fine aggregates less than 0.15 mm and mixed again for 60 seconds. Ready to serve.

Embodiment 3

[0032] Embodiment 3: Preparation of a kind of OGFC type cold mix asphalt mixture

[0033] Components: by weight percentage, 1# modified cold-mix asphalt: 8.52%, continuously graded aggregate 89.98%, including 7.7% cement, and 1.5% coating agent.

[0034] Preparation method: Mix the coarse aggregate with a particle size greater than 0.15mm evenly, spray the coating agent, then add 40% of the cold-mix asphalt to the coarse aggregate and mix, then add fine aggregate and R42.5# The cement was mixed for 60 seconds. The remaining cold mix asphalt is then added to the mixture that has been coated with fine aggregates with a particle size less than or equal to 0.15 mm and stirred again for 60 seconds. Ready to serve.

[0035] Test and detection: According to the industry standard of the People's Republic of China: T702-2000, T709-2000, T709-2000, the test procedure for asphalt and asphalt mixture in highway engineering, the results are as follows:

[0036] Pilot projects ...

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Abstract

The invention provides a technology for blending modified cold mix asphalt, comprising the materials of modified cold mix asphalt, wrapping agent selected from solid alkyl cationic surfactant, water and aggregate, and uses equipment such as a modified cold mix asphalt liquid atomizer with higher atomization consistency and viscosity, a nebulizer of nebulization wrapping liquid, a mixed stirrer, a metrical instrument, a container and the like. The aggregate composition conforms with requirements of standard JTG F40-2004 and JTG E42-2005, and the aggregate with the grain diameter being less than 0.15mm is replaced by cement powder. The asphalt-aggregate ratio is 4-12%. The spraying amount of the wrapping agent accounts for 1-2.5% of the weight of the aggregate. The blending technology can be completed by the following three steps: taking aggregate with the grain diameter being more than 0.15mm, spraying the wrapping agent, and blending with 25-50% of cold mix asphalt; taking aggregate with the grain diameter being less than 0.15mm, and evenly blending with the first mixture; and finally blending residual cold mix asphalt or diluted cold mix asphalt with the blended mixture to form tri-layer wrapped mastic asphalt.

Description

technical field [0001] The invention relates to a mixing process of cold-mixed asphalt for highway pavement. Through the mixing process, road surface asphalt mixture meeting the requirements of JTG F40-2004 can be obtained. Background technique [0002] A large number of asphalt is used as the pavement cementitious material for highway pavement. As a cementitious material, asphalt must first be heated and melted, and the high-grade pavement must be modified and processed. At the same time, the aggregate must be heated to 200°C, and then mixed. Under heat preservation, it will be transported, paved, and rolled to form asphalt pavement. All processes consume a lot of fuel and generate greenhouse gases. At the same time, the project construction is seriously affected by the climate, the process coordination requirements are strict, the material utilization rate is low, and the waste is serious. Seriously pollute the environment and the health of construction workers. [000...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/00C04B26/26
Inventor 李国涛
Owner 李国涛
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