Vibration-molding-based cement stabilized macadam mixing ratio design method

A technology of cement stabilizing crushed stone and mixing ratio design, which is applied in chemical instruments and methods, mixing operation control, mixing operation control device, etc. and other problems, to achieve the effect of improving the traffic capacity and the level of safety services, significant economic and social benefits, and good road performance.

Inactive Publication Date: 2011-04-20
天津市市政工程研究院
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Problems solved by technology

[0004] ①The indoor molding method does not match the on-site rolling method
As a result, the indoor test results are difficult to guide on-site production, and even seriously affect the quality of the project
[0006] ②Single quality control index
However, if the indoor forming conditions are not changed, and the heavy compaction method is still used, it can only lead to the construction of semi-rigid bases that are almost the same as before with today's road construction machinery. What is more serious is that indoor test standards have seriously hindered technological progress and The development of production makes the contractor less motivated to use new technology and new equipment
[0010] ④Th

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  • Vibration-molding-based cement stabilized macadam mixing ratio design method
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  • Vibration-molding-based cement stabilized macadam mixing ratio design method

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Embodiment Construction

[0027] The present invention will be further described in detail below through the specific examples, the following examples are only descriptive, not restrictive, and cannot limit the protection scope of the present invention with this.

[0028] A method for designing the proportion of cement-stabilized crushed stone based on vibration forming, the specific steps of which are as follows:

[0029] (1) Prepare optimized skeleton-dense graded aggregates, the gradation of the optimized skeleton-dense graded aggregates is: aggregates with particle diameters less than 31.5mm account for 100% of the total mass of the graded aggregates ; Aggregate particle size less than 19mm accounts for 75-85% of the total mass of the graded aggregate; aggregate particle size less than 9.5mm accounts for 42-54% of the total mass of the graded aggregate; Aggregate smaller than 4.75mm accounts for 25-35% of the total mass of the graded aggregate; aggregate particle size less than 2.36mm accounts for ...

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Abstract

The invention relates to a vibration-molding-based cement stabilized macadam mixing ratio design method, which comprises the following steps: (1) preparing optimized dense skeleton type graded aggregate; (2) adding cement into the graded aggregate to prepare cement stabilized macadam mixture; (3) vibrating and compacting the cement stabilized macadam mixture, and determining the optimal water content and the maximum dry density of the cement stabilized macadam mixture in mode of a vibration and compaction test; (4), preparing cement stabilized macadam cylindrical test pieces by using a vibration molding test process at a compactness of 98 percent under the determined maximum dry density and the optimal water content; and (5) perform an unconfined compression test on the prepared cement stabilized macadam cylindrical test pieces and determining the dose of the cement according to the result of the unconfined compression test. The cement stabilized macadam mixture designed by the invention has the characteristics of high strength, high crack resistance, convenience for construction and low cost, and an innovation is made in semi-rigid material design on the basis of a material design guiding ideology.

Description

technical field [0001] The invention belongs to the technical field of road engineering, in particular to a method for designing the mixing ratio of cement-stabilized gravel based on vibration forming. Background technique [0002] The vast majority of expressways in my country adopt the semi-rigid base asphalt pavement structure. On the one hand, the early failure phenomenon of the built semi-rigid pavement represented by cement gravel is relatively serious; Rigid pavement is still growing with thousands of kilometers of construction mileage per year. From the perspective of application effects, the research results based on traditional material design methods are not obvious for alleviating or eliminating the early failure phenomenon of semi-rigid pavement (a more consistent view is that semi-rigid base cracks are inevitable), which leads many domestic highway workers to Doubts arise whether the semi-rigid pavement structure is suitable for China's national conditions. ...

Claims

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Application Information

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IPC IPC(8): B28C7/04
Inventor 周卫峰张周平郑同才魏如喜周浩
Owner 天津市市政工程研究院
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