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A Proportion Design Method for SMA Mixture

A design method and mixture technology, applied in the field of road and bridge engineering, can solve the problems of unstable quality of SMA mixture, hindering the large-scale application of SMA, and uneven fiber quality, so as to simplify the mixing production process and reduce asphalt smoke. Emissions, reducing the effect of short-term aging

Active Publication Date: 2019-03-15
HEBEI PROVINCIAL COMM PLANNING & DESIGN INST
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0004] In view of above-mentioned analysis, the present invention aims to provide a kind of proportioning design method of SMA compound, does not add fiber in this SMA compound, solves the uneven quality of fiber in the existing SMA compound, the fiber agglomeration in the compound The quality of SMA mixture caused by uneven distribution is unstable, and the uneconomical and environmental protection caused by high construction requirements hinder the large-scale application of SMA

Method used

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  • A Proportion Design Method for SMA Mixture
  • A Proportion Design Method for SMA Mixture
  • A Proportion Design Method for SMA Mixture

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Experimental program
Comparison scheme
Effect test

Embodiment 1

[0040] The embodiment of the present invention provides a method for designing the ratio of SMA mixture, comprising the following steps:

[0041] Step 1: adjust the proportion of mineral material, and select 3 preliminary test gradations with different thicknesses from the primary selection gradation range in Table 1, and the preliminary test gradation is as shown in Table 2;

[0042] Table 1 Primary grading range

[0043]

[0044] Table 2 Primary gradation

[0045] Sieve hole(mm)

16

13.2

9.5

4.75

2.36

1.18

0.6

0.3

0.15

0.075

1# Grading

100

89.7

63.9

30.3

24.1

20.3

14.5

13.2

11.9

11.4

2# Grading

100

90

64.7

28.7

22.3

19.1

14

12.9

11.7

11.2

3# Grading

100

90.8

67.3

26.5

19.7

17.2

13.2

12.4

11.5

11.1

[0046] Step 2: Calculate the theoretical minimum asphalt ratio according to the following formula with the target void rat...

Embodiment 2

[0059] The embodiment of the present invention provides a kind of SMA mixture, comprises: the SBS modified asphalt (I-D) of 1 weight part, the aggregate of 16.07 weight parts, the limestone mineral powder of 1.79 weight part (asphalt ratio=SBS modified asphalt / (set material+limestone slag)=5.6%) and 0.005 parts by weight of Evotherm M1 surfactant; wherein the aggregate is taken from the basalt produced in Chengde, Hebei, and the gradation is shown in Table 4.

[0060] The SMA mixture is prepared by the following method: Step 1: take a certain amount of SBS modified asphalt, take by weighing 0.5% surfactant with the weighed amount of the SBS modified asphalt (I-D) and add to the Stir in the SBS modified asphalt for 5 minutes, and then place it in an oven at 165°C for drying for later use; Step 2: Take the aggregate that is 16.07 times the weighted amount of the SBS modified asphalt described in step 1 and dry it at 155°C Keep the temperature in the dry box for 4 hours, then add...

Embodiment 3

[0064] The embodiment of the present invention provides a kind of SMA mixture, comprises: the SBS modified bitumen (I-D) of 1 weight part, the aggregate of 16.43 parts by weight, the limestone mineral powder of 1.43 parts by weight (asphalt ratio=SBS modified bitumen / (set Material+limestone ore powder)=5.6%) and the Evotherm M1 surfactant of 0.006 weight part;

[0065] The SMA mixture is prepared by the following method: Step 1: take a certain amount of SBS modified asphalt, take by weighing 0.6% surfactant with the weighed amount of the SBS modified asphalt (I-D) and add it to the Stir in the SBS modified asphalt for 10 minutes, and then place it in an oven at 155°C for drying for later use; Step 2: Take the aggregate that is 16.43 times the weighted amount of the SBS modified asphalt described in step 1 and dry it at 145°C Keep the temperature in the dry box for 4 hours, then add it to the mixing pot at 145°C and dry mix it for 90s; Step 3: Add the asphalt prepared at consta...

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Abstract

The invention relates to a ratio design method of an SMA mixture. The ratio design method comprises: preliminary selection of a preliminary test gradation, calculation of a theoretical minimum asphalt ratio, determination of a maximum asphalt ratio, selection of a preliminary test asphalt ratio, and selection according to the initial test asphalt ratio. Determine the grading, and determine the best oil-stone ratio according to the selected grading. The method determines the initial test asphalt ratio based on the range of asphalt ratio obtained from theoretical calculations and experiments, thereby determining the selected gradation from the three preliminary gradations, and finally determining the optimum asphalt ratio according to the selected gradation. The SMA mixture is not The addition of fiber increases the stability of the mixture, the economy and environmental protection of construction, and the production efficiency.

Description

technical field [0001] The invention relates to the technical field of road and bridge engineering, in particular to a ratio design method of SMA mixture. Background technique [0002] As a high-performance asphalt pavement material, SMA (asphalt mastic macadam mixture) is widely used at home and abroad based on its excellent anti-skid performance, high anti-rutting performance and durability. The traditional SMA mixture is a kind of asphalt mixture composed of asphalt, fiber stabilizer, mineral powder and a small amount of fine aggregate, which fills the skeleton gap of the discontinuously graded coarse aggregate with asphalt mastic. The primary function of fibers in SMA is to absorb and stabilize asphalt, which can reduce the dripping, leaking, and loss of asphalt binder during the mixing, transportation, and paving of SMA asphalt mixture, thereby avoiding the mixing of high asphalt content The material produces segregation and oil flooding, so the fiber has been consider...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B26/26
CPCC04B26/26C04B14/28C04B14/02
Inventor 朱冀军闫涛郭晓华王笑森张永利韩芳张卫焦彦利
Owner HEBEI PROVINCIAL COMM PLANNING & DESIGN INST