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Low-temperature asphalt mixture material performance pressure testing method

A technology of material performance and pressure testing, which is applied in the field of asphalt mixture, can solve the problems of lack of reference data provided by other devices, so as to prevent the possibility of incorrect working parameters and the possibility of misalignment of experimental data, ensure accuracy, and ensure absolute accuracy sexual effect

Inactive Publication Date: 2021-06-15
南京华达工程检测仪器有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] Aiming at the deficiencies of the prior art, the present invention provides a pressure test method for the performance of low-temperature asphalt mixture materials, which solves the problem of lack of other devices to provide reference data in the experimental process

Method used

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Effect test

Embodiment

[0033] An embodiment of the present invention provides a low-temperature asphalt mixture material performance pressure test method, comprising the following steps:

[0034] S1. Prepare the experimental supplies needed, and add a comparison thermometer and a monitoring camera on the original basis;

[0035] S2. Connect the comparison thermometer to the sample cylinder and the instrument respectively,

[0036] S3. Prepare the instrument for adjustment before the experiment;

[0037] S4. Prepare asphalt sample;

[0038] S5. Select the corresponding rotor according to the pre-estimated asphalt viscosity;

[0039] S6. Pour the pre-prepared asphalt sample into the sample container of the instrument;

[0040] S7. Put the pre-prepared rotor and sample container into the oven, heat to the specified temperature, and keep the temperature of the rotor and sample container;

[0041] S8. Take out the rotor and the sample container and install them on the instrument. During the installat...

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Abstract

The invention provides a low-temperature asphalt mixture material performance pressure testing method, and relates to the field of asphalt. The material performance pressure testing method for the low-temperature asphalt mixture comprises the following steps of: S1, preparing experimental articles to be used, and additionally arranging a comparison thermometer and a monitoring camera on the original basis; S2, respectively connecting the comparison thermometer with a sample cylinder and an instrument; S3, carrying out adjustment preparation on the instrument before an experiment; S4, preparing an asphalt sample; and S5, selecting a corresponding rotor according to the pre-estimated asphalt viscosity. According to the material performance pressure testing method, the monitoring camera is arranged, the monitoring camera is aligned with a display panel of the instrument, the monitoring camera is preselected to shoot every 60s, shooting is carried out for three times, results obtained by the monitoring camera are compared with computer data, absolute accuracy of final viscosity data is guaranteed, through the setting, multiple groups of reference objects are added, the accuracy degree of experimental data can be greatly improved, and the possibility of accurate working parameter errors and experimental data dislocation in the experimental process is prevented.

Description

technical field [0001] The invention relates to the technical field of asphalt mixture, in particular to a pressure test method for low-temperature asphalt mixture material performance. Background technique [0002] Asphalt mixture is a composite material, mainly composed of asphalt, coarse aggregate, fine aggregate, mineral powder, and some polymers and wood cellulose are added; different structures are formed by mixing these materials with different qualities and quantities. And have different mechanical properties. Asphalt mixture is a general term for the mixture made by mixing mineral aggregates and asphalt binder. According to the material composition and structure, it can be divided into continuous gradation and discontinuous gradation mixture. According to the mineral material gradation composition and porosity, it can be divided into dense gradation, semi-open gradation and open gradation mixture. According to the size of the nominal maximum particle size, it can...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N11/14G01K13/00H04N5/225H04N5/232H04N7/18
CPCG01N11/14G01K13/00H04N7/18H04N23/50H04N23/64
Inventor 吴建国
Owner 南京华达工程检测仪器有限公司
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