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Roadway road foundation filling composition and preparation method thereof

A filling composition and composition technology, applied in the field of concrete, can solve problems such as inability to use in construction, complete condensation, poor concrete quality, etc., and achieve the effect of facilitating transportation and improving mechanical strength

Inactive Publication Date: 2019-01-15
北京城建十六建筑工程有限责任公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] The vehicle road subgrade filling composition in the prior art is mainly filled with soil and sand and gravel, and some directly add cement to make concrete from the soil and sand and gravel. Poor, especially in terms of water seepage performance, especially in the roadways of urban roads. When the rainfall is obviously too much, the sewers in the city cannot completely drain the accumulated water on the roadways in time. If the base of the roadway has good water seepage performance, it can help the sewer to discharge accumulated water to a certain extent, and at the same time avoid the occurrence of traffic accidents caused by the accumulation of water in low-lying and uneven places on the road surface of the roadway
[0003] In addition, the concrete materials currently used to fill the base of the roadway set up very quickly, and the concrete materials that need to be filled with the base of the roadway can only be prepared at a place very close to the construction site, which will cause great damage to the environment around the construction. Influence; if the distance is long, use vehicles to transport, and because the concrete material sets very fast, the concrete has been semi-set or even completely set and cannot be used for construction

Method used

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preparation example Construction

[0041] The present invention also provides a kind of preparation method of road subgrade filling composition simultaneously, comprises the following steps:

[0042] S1. According to the number of parts by mass, select and weigh out binder 32.5-47.8, coarse aggregate 63.3-82.4, fine aggregate 32.2-44.5, gypsum 10.6-18.4, fatty alcohol polyoxyethylene ether sodium sulfate 4.5-8.7, poly Vinyl chloride clay 12.3-17.5, cellulose fiber 3.8-7.6, citric acid 4.4-9.7, tartaric acid 5.2-8.3, alum stone 2.7-6.5, quicklime 5.4-10.8, magnesium oxide 3.3-7.2, kyanite 1.2-5.5, chlorine Calcium 4.6-9.6, ethylene glycol 4.8-8.2 and water 45.7-82.6;

[0043] S2. Uniformly mixing coarse aggregate, fine aggregate, gypsum, sodium fatty alcohol polyoxyethylene ether sulfate, polyvinyl chloride mastic and cellulose fiber to obtain a dry mixing main ingredient;

[0044] S3. Stir and mix the alumite, quicklime, magnesia and kyanite uniformly under the condition of 35°C-40°C to obtain the first auxili...

Embodiment 1

[0050] Raw material quality: binder 32.5g, coarse aggregate 63.3g, fine aggregate 32.2g, gypsum 10.6g, fatty alcohol polyoxyethylene ether sodium sulfate 4.5g, polyvinyl chloride cement 12.3g, cellulose fiber 3.8g, lemon Acid 4.4g, tartaric acid 5.2g, alumite 2.7g, quicklime 5.4g, magnesium oxide 3.3g, kyanite 1.2g, calcium chloride 4.6g, ethylene glycol 4.8g and water 45.7g.

[0051] S1. Select and weigh 32.5g of binder, 63.3g of coarse aggregate, 32.2g of fine aggregate, 10.6g of gypsum, 4.5g of fatty alcohol polyoxyethylene ether sodium sulfate, and 12.3g of polyvinyl chloride cement according to the number of parts by mass , cellulose fiber 3.8g, citric acid 4.4g, tartaric acid 5.2g, alum stone 2.7g, quicklime 5.4g, magnesium oxide 3.3g, kyanite 1.2g, calcium chloride 4.6g, ethylene glycol 4.8g and water 45.7 g;

[0052] S2. Uniformly mixing coarse aggregate, fine aggregate, gypsum, sodium fatty alcohol polyoxyethylene ether sulfate, polyvinyl chloride mastic and cellulos...

Embodiment 2

[0059] Raw material quality: binder 47.8g, coarse aggregate 82.4g, fine aggregate 44.5g, gypsum 18.4g, fatty alcohol polyoxyethylene ether sodium sulfate 8.7g, polyvinyl chloride cement 17.5g, cellulose fiber 7.6g, lemon Acid 9.7g, tartaric acid 8.3g, alumite 6.5g, quicklime 10.8g, magnesium oxide 7.2g, kyanite 5.5g, calcium chloride 9.6g, ethylene glycol 8.2g and water 82.6g.

[0060] S1. Select and weigh 47.8g of binder, 82.4g of coarse aggregate, 44.5g of fine aggregate, 18.4g of gypsum, 8.7g of fatty alcohol polyoxyethylene ether sodium sulfate, and 17.5g of polyvinyl chloride cement according to the number of parts by mass , cellulose fiber 7.6g, citric acid 9.7g, tartaric acid 8.3g, alum stone 6.5g, quicklime 10.8g, magnesium oxide 7.2g, kyanite 5.5g, calcium chloride 9.6g, ethylene glycol 8.2g and water 82.6 g;

[0061] S2. Uniformly mixing coarse aggregate, fine aggregate, gypsum, sodium fatty alcohol polyoxyethylene ether sulfate, polyvinyl chloride mastic and cellul...

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PUM

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Abstract

The invention belongs to the technical field of concrete materials, and in particular relates to a roadway road foundation filling composition and a preparation method thereof. The composition includes by mass: 32.5- 47.8% of a binder, 63.3- 82.4% of a coarse aggregate, 32.2- 44.5 of a fine aggregate, 10.6-18.4% of gypsum, 4.5-8.7% of fatty alcohol polyoxyethylene ether sulfate sodium, 12.3-17.5%of polyvinyl chloride cement, 3.8-7.6% of a cellulose fiber, 4.4-9.7% of citric acid, 5.2-8.3% of tartaric acid, 2.7-6.5% of aluminite, 5.4-10.8% of quicklime, 3.3-7.2% of magnesium oxide, 1.2-5.5% of kyanite, 4.6-9.6% of calcium chloride, 4.8-8.2 % of ethylene glycol and 45.7-82.6 % of water. The roadway road foundation filling composition has the advantages of easy water seepage, freezing resistance, slow condensing speed and convenient transportation.

Description

technical field [0001] The invention belongs to the technical field of concrete, and in particular relates to a vehicle road subgrade filling composition, a preparation method and a use method thereof. Background technique [0002] The vehicle road subgrade filling composition in the prior art is mainly filled with soil and sand and gravel, and some directly add cement to make concrete from the soil and sand and gravel. Poor, especially in terms of water seepage performance, especially in the roadways of urban roads. When the rainfall is obviously too much, the sewers in the city cannot completely drain the accumulated water on the roadways in time. If the base of the roadway has good water seepage performance, it can help the sewer to discharge accumulated water to a certain extent, and at the same time avoid traffic accidents caused by the accumulation of water in low-lying and uneven places on the road surface of the roadway. [0003] In addition, the concrete materials ...

Claims

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Application Information

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IPC IPC(8): C04B28/14
CPCC04B28/14C04B2111/0075C04B24/281C04B24/283C04B24/2641C04B24/282C04B14/00C04B24/166C04B24/2682C04B16/0675C04B24/06C04B22/148C04B22/064C04B22/066C04B14/041C04B22/124C04B24/026
Inventor 李兵郭树春冉升尤磊
Owner 北京城建十六建筑工程有限责任公司
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