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A rapid detection method for high-temperature and low-temperature service performance of road petroleum asphalt

A technology of road petroleum asphalt and detection method, which is applied in the direction of applying stable tension/pressure to test the strength of materials, etc., can solve the problems of poor parallelism, unfavorable promotion, unclear initial value assignment, etc., and reduce the time-consuming period of the test. , reduce mutual influence, assign clear effect

Active Publication Date: 2019-09-24
SHANDONG TRANSPORTATION INST
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  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Unclear initial value assignment leads to poor data reproducibility, which is not conducive to promotion; in addition, some algorithms require manual participation in a large number of written calculations, the process is extremely complicated, and the parallelism is not good
[0012] Second, there is no clear range of applicable asphalt types for the corresponding derivation formula
There are many types of modified asphalt in road engineering, and the mechanical properties are extremely complex. There is no clear explanation on how to judge the applicability of asphalt to the WLF derivation equation
[0013] Third, about the rutting factor and the glass transition temperature T g The utilization of the two indicators is relatively isolated, and separate tests are used to evaluate the high-temperature and low-temperature performance of asphalt, which cannot be integrated into the same detection process. Since the mechanical behavior of asphalt follows the Boltzmann linear superposition principle, its mechanical properties are significantly affected by heating history and stress history. How to set the parameter conditions in the two processes to avoid the mutual influence of the two steps is not clear at present

Method used

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  • A rapid detection method for high-temperature and low-temperature service performance of road petroleum asphalt
  • A rapid detection method for high-temperature and low-temperature service performance of road petroleum asphalt
  • A rapid detection method for high-temperature and low-temperature service performance of road petroleum asphalt

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Embodiment

[0046] [Test raw materials] Taking road petroleum asphalt 30#, 50#, 70#, 90#, and SBS / DSS asphalt as examples, the method of measuring the high-temperature and low-temperature performance indicators of road petroleum asphalt is carried out.

[0047] [Preparation of asphalt samples] Prepare asphalt samples with the above-mentioned raw materials. About 150g of the selected road petroleum asphalt is heated to 110°C for easy stirring.

[0048] [Molding of test pieces] Asphalt samples should be poured while they are hot. Pour round asphalt mortar samples, about 3g / piece, and cool at room temperature for at least 5 minutes.

[0049] [Compilation of test program] Taking 70# petroleum asphalt as an example, the test temperature is 33°C, 40°C, 60°C, 70°C, 80°C and five test temperatures are selected; the test temperature is carried out in sequence from low to high, and the arrangement is as follows:

[0050] Step 1: 33°C, time sweep, frequency sweep;

[0051] The second part: 40 ℃, ti...

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Abstract

The invention discloses a pavement petroleum asphalt high temperature and low temperature using performance rapid detection method, and belongs to the field of pavement engineering. According to the pavement petroleum asphalt high temperature and low temperature using performance rapid detection method, a dynamic shear rheometer is adopted, organic combination of time scanning and frequency scanning is realized, and asphalt high temperature performance and low temperature performance are obtained via one time of scanning experiment. The pavement petroleum asphalt high temperature and low temperature using performance rapid detection method comprises following steps: 1, dynamic shear time scanning and frequency scanning of pavement petroleum asphalt are carried out using the dynamic shear rheometer so as to obtain different asphalt frequency scanning curves in a certain temperature range; 2, a temperature-rut factor change curve is drawn for regression analysis, and asphalt high temperature evaluation is carried out; and 4, parallel displacement of different temperature scanning curves is carried out based on time-temperature equivalence principle so as to obtain displacement factors, fitting is carried out based on WLF equation derived formula, pavement petroleum asphalt glass-transition temperature is obtained via back calculation, and low temperature pavement using performance rapid determination is carried out. Compared with the prior art, the pavement petroleum asphalt high temperature and low temperature using performance rapid detection method possesses following advantages: the pavement petroleum asphalt high temperature and low temperature using performance rapid detection method is rapid, and is high in efficiency, credibility, and applicability.

Description

technical field [0001] The invention relates to the field of road engineering, and specifically provides a method for quickly detecting the high-temperature and low-temperature service performance of road petroleum asphalt. Background technique [0002] Road petroleum asphalt plays an important role in asphalt mixture, excluding the factors of mixture gradation, the behavior of asphalt binder largely determines the road performance of asphalt mixture. According to the requirements of my country's current "Technical Specifications for Asphalt Mixture Pavement Construction in Highway Engineering" (JTG F40-2004), the performance indicators of asphalt mainly include a series of indicators such as high temperature, low temperature and anti-aging indicators, among which the high temperature and low temperature performance of road petroleum asphalt is the The most important index directly related to the performance of the pavement. There are many characterization methods for asphal...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01N3/18
Inventor 林江涛樊亮李永振梁皓魏慧王子立张培玉姜峰
Owner SHANDONG TRANSPORTATION INST
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