Asphalt cement mortar

A technology for cement mortar and asphalt, applied in the field of asphalt cement mortar, can solve the problems of limited source of raw materials, short working time, and easy separation of mortar.

Active Publication Date: 2008-05-28
CHINA RAILWAY NO 2 ENG GRP CO LTD +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The research and development of slab ballastless track in foreign countries is earlier, and asphalt cement mortar, which is the key technology of slab ballastless track structure, has also been widely used, and the use effect is good, but there are disadvantages such as high price and limited source of raw materials
Although the research on asphalt cement mortar was carried out earlier in China, there are also some literature reports, but the test pavement of slab ballastless track on the two super bridges of the Qinshen Passenger Dedicated Line Gouhe and Shuanghe Bridge shows that the existing domestic The actual application effect of some asphalt cement mortar is still unsatisfactory. This is mainly because the components of asphalt cement mortar and their proportions have an impact on the performance of the mortar, and the dry material has a significant impact on the material separation and the amount of added water of the asphalt cement mortar. , the water demand of dry material directly affects the amount of water added when mixing asphalt cement mortar. If the water demand of dry material is too high, it is impossible to add water to make the fluidity of asphalt cement mortar meet the standard; the amount of water added has an effect on the fluidity of asphalt cement mortar The impact is great. As the amount of added water increases, the flow time of asphalt cement mortar becomes smaller. When the amount of added water is too small (≤165kg / m 3 ), the flow time of the asphalt cement mortar is too long (≥130s), and the asphalt cement mortar cannot be poured (≥200kg / m 3 ), the flow time of the asphalt cement mortar is too short (≤70s), and the asphalt cement mortar will precipitate; and under the existing ratio, the emulsified asphalt and cement are not easily compatible, which also greatly affects the asphalt cement mortar performance
The above factors lead to the existing asphalt cement mortar has the disadvantages of poor fluidity, short working time, narrow temperature adaptability range, and easy separation of mortar.

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0070] An asphalt cement mortar is a mixture composed of dry material, emulsified asphalt, water reducer, defoamer and water in proportion. The components and weight ratio in the mixture are: 75.48 parts of dry material, 14.16 parts of emulsified asphalt , 0.27 parts of water reducing agent, 0.008 parts of defoamer, 10.18 parts of water. The maximum particle size of the dry material is ≤1.0mm, and the composition of ≤0.125mm accounts for 40% to 50%, made of Portland cement, the maximum particle size is ≤1.0mm, and the density is ≤2.8kg / dm 3 1. Aggregate (sand) with a light organic impurity content of ≤0.25%, aluminum powder, and the composition and weight ratio of the dry material are: 40 parts of cement, 60 parts of aggregate, and 0.002 part of aluminum powder.

[0071] Mix the asphalt cement mortar with the above ratio, and conduct the following tests on the mixed asphalt cement mortar to test its performance: asphalt cement mortar diffusion test, asphalt cement mortar fluid...

Embodiment 2

[0094] An asphalt cement mortar, which is a mixture composed of dry material, emulsified asphalt, water reducer, defoamer and water in proportion, and the components and weight ratio of the mixture are:

[0095] 80 parts of dry material, 420 parts of emulsified asphalt, 0.4 part of water reducer, 0.01 part of defoamer, and 15 parts of water. The dry material is composed of Portland cement, aggregate, and aluminum powder. The components of the dry material and The weight ratio is: 42 parts of cement, 58 parts of aggregate, and 0.0025 parts of aluminum powder.

[0096] The asphalt cement mortar with the above ratio was mixed and the performance of the mixed asphalt cement mortar was tested. The results are shown in Table 3.

Embodiment 3

[0098] An asphalt cement mortar, which is a mixture composed of dry material, emulsified asphalt, water reducer, defoamer and water in proportion, and the components and weight ratio of the mixture are:

[0099] 70 parts of dry material, 10 parts of emulsified asphalt, 0.1 part of water reducer, 0.005 part of defoamer, and 8 parts of water. The dry material is composed of Portland cement, aggregate, and aluminum powder. The components of the dry material and The weight ratio is: 35 parts of cement, 65 parts of aggregate, and 0.0015 parts of aluminum powder.

[0100] The asphalt cement mortar with the above ratio was mixed and the performance of the mixed asphalt cement mortar was tested. The results are shown in Table 3.

[0101] Table 3 Performance test results of asphalt cement mortar

[0102] project

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Abstract

The invention discloses an asphalt cement mortar, which is a compound synthesized by dry materials, emulsified asphalt, water-reducing agent, defoaming agent and water pro rata. Each component in the mixture is calculated in portions by weight: 70-80 portions of the dry materials, 10-20 portions of the emulsified asphalt, 0.1-0.4 portion of the water-reducing agent, 0.005-0.01 portion of the defoaming agent and 8-15 portions of the water. The dry materials consist of cement, aggregate and expansion agent. Each component in the dry materials is calculated in portions by weight: 35-42 portions of the cement, 58-65 portions of the aggregate and 0.0015-0.0025 portion of the expansion agent. The component proportion of the asphalt cement mortar of the invention is proved by a great number of experiments and can lead each component to be fully used and generate synergistic effect. The invention has appropriate intensity and elasticity, good weather resistance and construction ability and can completely meet the need of plate-typed unballasted track construction in railways or in cities. Furthermore, the raw materials of the components of the invention are all produced in domestic, thus greatly saving cost.

Description

technical field [0001] The invention relates to the technical field of building materials, in particular to an asphalt cement mortar. Background technique [0002] For a high-speed railway with a design speed of 350 kilometers per hour, driving comfort and safety are of utmost importance. Neither the bearing capacity nor smoothness of traditional ballasted tracks can guarantee the safe running of high-speed trains. The slab ballastless track technology uses formed composite materials instead of ballast, which distributes the wheel-rail force evenly and transmits it to the subgrade foundation. The slab ballastless track technology uses Borg slabs to carry the rails, and the subgrade concrete is a reinforced concrete structure, both of which are strong but inelastic structures. In order to ensure the comfort and safety of driving, a kind of cushion mortar is needed as a buffer filling material. This kind of mortar should not only have a certain degree of elasticity, but also...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/04C04B24/36C04B14/06C04B22/04C04B24/24
CPCC04B2111/503C04B26/26C04B2111/2038C04B28/02
Inventor 何彦甫胡红林宋文斌李辛耘陈太权李国全
Owner CHINA RAILWAY NO 2 ENG GRP CO LTD
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