Composite phase transition cooling bituminous paving material

A composite phase change material and composite phase change technology, which is applied in the field of preparation of composite phase change cooling asphalt pavement materials, can solve the problems of reducing the crystallization performance of norethylene glycol, reducing the crystallinity of polyethylene glycol, and reducing the latent heat of phase change, etc. , to achieve the effects of alleviating the heat island effect, saving energy, and reducing heat-stable diseases

Inactive Publication Date: 2014-01-15
CHONGQING JIAOTONG UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] Chinese patent CN101029216A "A self-regulating road phase change material and its production method" proposes a kind of fatty acid, potassium sulfate, chitosan, polyacrylamide, floating beads, brucite, pyrophyllite, silicone emulsion, A phase-change material composed of ten kinds of paraffin and sodium hydroxide in a certain mass ratio. The temperature adjustment mechanism is theoretically analyzed, but how to apply it to roads is not mentioned.
Chinese patent CN101333094A "preparation method of a phase-change asphalt pavement material", Chinese patent CN101333094A "preparation method of a phase-change asphalt pavement material", proposes that the phase-change material, silica sol, support materials and coupling agents to prepare phase-change asphalt modifiers, including calcium chloride or magnesium chloride, but the addition of calcium chloride coagulants to silica sol will reduce the crystallization performance of norethylene glycol, and even form The complex structure greatly reduces the crystallinity of polyethylene glycol, resulting in a decrease in the latent heat of phase transition (for reference, see Liu Shaohua et al., Research on the Interaction between Polyethylene Glycol and Calcium Ions, Journal of Biomedical Engineering, 1990, 7 (4) ; Zhuang Jinshu, Characterization of complexes formed by polyethylene glycol and calcium chloride, Journal of Fujian Normal University (Natural Science Edition), 1991, 7 (2))

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0020] The composite phase change cooling pavement material is hot mixed with coarse aggregate, fine aggregate, shaped composite phase change material, and 70#SBS modified asphalt. The mass percentage of each raw material is: coarse aggregate 70.0%, fine aggregate 18.0% %, shaped composite phase change material 7.0%, SBS modified asphalt 5.0%.

[0021] Coarse and fine aggregates are basalt, and the maximum nominal particle size is 13.2mm.

[0022] The shape-setting composite phase change material is to disperse polyethylene glycol 2000 in 30% silica sol, wherein the mass ratio of silica sol to polyethylene glycol 2000 is 100:120, and vigorously stir it in a water bath at 50°C to make it gel , dried in an oven at 85°C for 24 hours, cooled to room temperature, and ground into powder. The powder was added to an anhydrous ethanol solution with a mass ratio of 1.0% silane coupling agent KH-570 of the powder sample, and the reaction was vigorously stirred at 90°C for 3 hours. The s...

Embodiment 2

[0030] The composite phase change cooling pavement material is hot mixed with coarse aggregate, fine aggregate, shaped composite phase change material, and 70# asphalt. The mass percentage of each raw material is: coarse aggregate 70%, fine aggregate 19%, shaped Composite phase change material 6.2%, 70# asphalt 4.8%.

[0031] The coarse and fine aggregates are limestone with a maximum nominal particle size of 13.2mm.

[0032] Described shape-setting composite phase-change material is polyethylene glycol 4000 dispersed in 40% silica sol

[0033]In which, the mass ratio of silica sol to polyethylene glycol 2000 is 100:120, vigorously stirred in a water bath at 50°C to make it gel, dried in an oven at 85°C for 24 hours, cooled to room temperature, and ground into powder , the powder was added to the absolute ethanol solution with a mass ratio of 1.0% silane coupling agent KH-570 of the powder sample, and the reaction was vigorously stirred at 90°C for 3 hours to modify the surfa...

Embodiment 3

[0041] Composite phase change cooling pavement material is made of coarse aggregate, fine aggregate, shaped composite phase change material, mineral powder, SBS modified asphalt, and the mass percentage of each raw material is: coarse aggregate 70.0%, fine aggregate 14.0%, shaped composite phase change material 7.0%, mineral powder 3.9%, SBS modified asphalt 5.1%.

[0042] The coarse and fine aggregates are granite with a maximum nominal particle size of 13.2mm.

[0043] The shape-setting composite phase change material is to disperse stearyl alcohol in 30% silica sol, wherein the mass ratio of silica sol to stearyl alcohol is 100:120, vigorously stir it in a water bath at 55°C to make it gel, 80 Dry in an oven at ℃ for 24 hours, cool to room temperature, grind into powder, add the powder to an absolute ethanol solution with a mass ratio of 0.8% titanate coupling agent for the powder sample, and stir vigorously at 80 ℃ for 2.5 hours to make it The surface is hydrophobically m...

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Abstract

The invention provides a composite phase transition cooling bituminous paving material, wherein the material can be used for preparing a set composite phase transition material from a phase transition material with an energy storage efficacy by a sol-gel method, drying, grinding and surface hydrophobic modification are carried out, the set composite phase transition particles are obtained after dried, the set composite phase transition particles after screened is used to replace an aggregate or a filling material with certain particle sizes in an asphalt mixture, and then the composite phase transition cooling bituminous paving material is obtained. The material has a good effect for reducing the bituminous paving temperature, can raise high temperature stability of the bituminous paving, and can simultaneously relieve urban heat island effect.

Description

technical field [0001] The invention relates to a preparation method of a composite phase change cooling asphalt pavement material, which can be applied to the field of road engineering. Background technique [0002] With the rapid development of social economy and highway transportation, asphalt pavement is widely used in the construction of highways, urban roads, airports and other transportation facilities due to its advantages of high smoothness, good driving comfort and low noise. According to statistics, asphalt pavement accounts for about 50% of the existing roads in our country, and more than 90% of the highways under construction, reconstruction or large and medium repairs use asphalt pavement. But asphalt is a typical viscoelastic material, which determines that the performance of asphalt pavement is easily affected by load and temperature. Especially with global warming and climate anomalies, summer is hot in most parts of our country, and the temperature often e...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B26/26
CPCY02A30/60
Inventor 朱洪洲何丽红唐伯明尚婷陈辉强李菁若陈晨
Owner CHONGQING JIAOTONG UNIVERSITY
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