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Method for fine design of Buton rock asphalt mixture

A technology of asphalt mixture and design method, which is applied in the directions of roads, road repair, roads, etc., can solve the problem of not considering the influence of natural asphalt components on matrix asphalt, failing to provide a method for determining the optimal amount of rock asphalt, It can consider ash grading and distribution and other issues to achieve the effect of excellent mixture performance, simplifying the design process and achieving refinement.

Active Publication Date: 2018-09-21
TONGJI UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The difference between the refined design of Buton rock asphalt mixture proposed by this application and the above-mentioned patent is that: ① the above-mentioned patent uses the optimum asphalt dosage of the first-stage base asphalt in the second stage, and the optimal asphalt dosage +0.2 %, +0.4%, -0.2%, -0.4% (the amount of asphalt is the sum of asphalt in base asphalt and rock asphalt) when designing the target mix ratio, the base asphalt and Buton rock asphalt in the total amount of asphalt are not considered. The proportion of natural asphalt components is specified or explained in detail, and the influence of natural asphalt components on base asphalt is not considered, so the method for determining the optimal rock asphalt content cannot be given; ② The meaning of the content of asphalt is different. The asphalt dosage of Buton rock asphalt mixture is defined as the sum of asphalt in base asphalt and rock asphalt, while the asphalt dosage in the patent of the present invention refers to the amount of base asphalt and does not include the natural asphalt in Buton rock asphalt; ③The above-mentioned patent basically does not mention the ash content in Buton rock asphalt, but the patent of the present invention incorporates the ash distribution into the gradation design to replace part of the fine aggregate and mineral powder
Obviously, the defect of the above-mentioned patents is that neither the method for determining the optimal rock asphalt content nor the influence of ash distribution is considered, so the Buton rock asphalt mixture cannot be accurately designed.

Method used

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  • Method for fine design of Buton rock asphalt mixture
  • Method for fine design of Buton rock asphalt mixture
  • Method for fine design of Buton rock asphalt mixture

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0050] This embodiment takes the design of AC-13 Buton rock asphalt mixture as an example. The design process mainly includes the following steps:

[0051] (1) Sampling the Buton rock asphalt, and then carrying out an extraction test on the sample, the test shows that the bitumen content of the Buton rock asphalt is 24%. A sieving test was carried out on the asphalt ash material obtained from the extraction test, and the test results are shown in Table 1.

[0052] Table 1 Mineral screening results after extraction of Buton rock asphalt

[0053] Mesh size / mm

4.75

2.36

1.18

0.6

0.3

0.15

0.075

Passing rate / %

100

96.3

92.5

83.1

75.2

60.1

50.6

[0054] (2) Aggregate and mineral powder are used for AC-13 ordinary asphalt mixture gradation design, and the synthetic gradation meets the gradation range requirements of "Technical Specifications for Construction of Highway Asphalt Pavement JTG F40-2004". The asphalt is sel...

Embodiment 2

[0070] This embodiment takes the design of AC-20 Buton rock asphalt mixture as an example. The design process mainly includes the following steps:

[0071] (1) Sampling the Buton rock asphalt, and then carrying out an extraction test on the sample, the asphalt content of the Buton rock asphalt was measured to be 25%. A sieving test was carried out on the asphalt ash material obtained from the extraction test, and the test results are shown in Table 6.

[0072] Table 6 Mineral screening results after extraction of Buton rock asphalt

[0073] Mesh size / mm

4.75

2.36

1.18

0.6

0.3

0.15

0.075

Passing rate / %

100

100

100

90.5

82.9

70.2

54.0

[0074] (2) Aggregate and slag are subjected to AC-20 ordinary asphalt mixture gradation design, and the synthetic gradation meets the gradation range requirements of "Technical Specifications for Construction of Highway Asphalt Pavement JTG F40-2004". The asphalt is selected from 7...

Embodiment 3

[0088] A method for finely designing Buton rock asphalt mixture, the following steps are adopted:

[0089] (1) Determination of asphalt content, ash content and ash distribution of Buton rock asphalt, in which pure asphalt and ash content need to be obtained by trichlorethylene extraction test, and ash distribution refers to "Highway Engineering Aggregate Test Regulations (JTGE42-2005) )" in the fine aggregate sieving test method for determination;

[0090] (2) Refer to the Marshall design method in "Technical Specifications for Highway Asphalt Pavement Construction (JTG F40-2004)" to design an asphalt mixture without Butonite asphalt;

[0091] (3) Determine the blending ratio of asphalt components in rock asphalt according to the rock asphalt modified asphalt test. Specifically, the asphalt component (RA) obtained by extraction and recovery is added to the base asphalt at 135 °C according to the corresponding proportion. Stir for 5-10 minutes, then shear at a high speed at a...

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Abstract

The invention relates to a method for fine design of a Buton rock asphalt mixture. The method comprises the following steps of: (1) testing the asphalt content, the ash content, and the concrete gradation of ash of Buton rock asphalt; (2) obtaining an asphalt mixture which does not contain the Buton rock asphalt according to the Marshall design method; (3) determining the blending proportion of anasphalt component in the rock asphalt according to a modified asphalt test of the rock asphalt; (4) determining the proportion of ash in concrete gradation in the Buton rock asphalt mixture through calculation according to test results obtained in the step (1), the step (2) and the step (3); (5) adjusting the proportions of fine aggregate and mineral powder in the concrete gradation according tothe calculation result obtained in the step (4); and (6) according to the result obtained in the step (5), according to the situation that asphalt-aggregate ratio of a common asphalt mixture is changed at the interval being + / - 0.3%, determining the optimum asphalt-aggregate ratio of the Buton rock asphalt mixture by the Marshall design method. The method disclosed by the invention has the characteristics of being easy to realize, simple and fine, and excellent in mixture performance, and can better exert the effect of the Buton rock asphalt in asphalt mixtures.

Description

technical field [0001] The invention belongs to the technical field of road engineering, and in particular relates to a method for finely designing Buton rock asphalt mixture. Background technique [0002] Buton rock bitumen is called an active agent in Indonesia, and its bitumen content is about 20% to 30%, and the rest is limestone minerals. The indoor research and engineering application results show that: Buton rock asphalt can not only effectively improve the high temperature performance, water damage resistance and fatigue performance of asphalt mixture, prolong the service life of the pavement, but also has simple construction technology, strong operability, and good performance. promotion and application prospects. [0003] At present, in the design process of Buton rock asphalt mixture, most studies still regard Buton rock asphalt as a modified additive. The design methods of Buton rock asphalt mixture mainly include the following: Add different dosages of Buton r...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01C19/10
CPCE01C19/10E01C19/1054
Inventor 刘黎萍秦钜泽
Owner TONGJI UNIV
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