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Coarse aggregate injection test device and coarse aggregate injection test method based on asphalt mixture tester

A technology of penetration test device and asphalt mixture, which is applied in the field of coarse aggregate penetration test device, and can solve the problems of insufficient consideration of test conditions and poor generalization

Inactive Publication Date: 2014-10-08
CHANGSHA UNIVERSITY OF SCIENCE AND TECHNOLOGY
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Problems solved by technology

[0006] The purpose of the present invention is to provide a coarse aggregate penetration test device and method based on the asphalt mixture Marshall tester, aiming to solve the problem that the current aggregate skeleton design method based on the evaluation of the mechanical performance is poor in generalization, and the test conditions are not considered. full question

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  • Coarse aggregate injection test device and coarse aggregate injection test method based on asphalt mixture tester

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Embodiment Construction

[0023] In order to make the object, technical solution and advantages of the present invention clearer, the present invention will be further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the present invention, not to limit the present invention.

[0024] figure 1 The structure of the coarse aggregate penetration test device based on the asphalt mixture Marshall tester provided by the embodiment of the present invention is shown. For ease of description, only parts related to the embodiments of the present invention are shown.

[0025] The coarse aggregate penetration test device based on the asphalt mixture Marshall tester includes:

[0026] The sample container 1 is installed on the lifting base 4 of the asphalt mixture Marshall tester, and is used to hold the coarse aggregate sample;

[0027] The penetration head 2 is used to apply forc...

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Abstract

The invention discloses a coarse aggregate injection test device and a coarse aggregate injection test method based on an asphalt mixture tester. A coarse aggregate sample is formed through a sample containing barrel by a tamping method; the sample containing barrel is arranged on a lifting base of an asphalt mixture Marshall tester; a connecting rod and an injection head are fixed on the upper part of the asphalt mixture Marshall tester; with a fixed displacement sensor and the turned-on asphalt mixture Marshall tester, the injection head injects aggregate at a speed of 5mm / min, the instrument automatically records the injection depth and injection force, and the injection load at the injection depth of 9mm is used as an evaluation index for the coarse aggregate skeleton strength. According to the device and the method disclosed by the invention, the bearing performance of coarse aggregate can be evaluated and a basis is provided for the optimal design of coarse aggregate grading, so that the high-temperature rutting resistance of the asphalt mixture can be estimated; moreover, the effectiveness of the mixture grading design can be improved while the rutting resistance of the asphalt mixture is enhanced; the device and the method have relatively high popularization and application values.

Description

technical field [0001] The invention belongs to the technical field of asphalt mixture gradation design, and in particular relates to a coarse aggregate penetration test device and method based on an asphalt mixture Marshall tester. Background technique [0002] At present, my country's "Code for Design of Highway Asphalt Pavement" only stipulates the upper and lower limits of asphalt mixture gradation, and there is no specific method for gradation design, resulting in randomness and blindness in gradation design in engineering. Although it is expected to design an asphalt mixture with a dense skeleton, there is a lack of suitable means to evaluate whether the skeleton is formed and how strong the skeleton is. [0003] In some projects, the calculation method is used to design the skeletal aggregate gradation, such as the Bailey method, etc., but in the face of complex and changeable aggregate characteristics, such as angularity, surface structure, material, etc., the calcul...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N33/42
Inventor 李平鲁学军李国伟纪大勇唐海全曹恒涛熊保林
Owner CHANGSHA UNIVERSITY OF SCIENCE AND TECHNOLOGY
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