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Anti-freezing cement asphalt mortar and preparation method thereof

A technology of cement asphalt and frost resistance, which is applied in the field of frost resistance cement asphalt mortar and its preparation, can solve the problems of adding trouble to the structural design of a mixer truck, affecting the properties of emulsified asphalt, and foaming of emulsified asphalt, etc. Water consumption, improved frost resistance, and plump effects

Active Publication Date: 2013-04-24
CHINA PETROLEUM & CHEM CORP +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The process of preparing mortar is carried out in a mixer truck, which is an intermittent operation. Due to the small amount of defoamer and water reducer, it is difficult to control the measurement accurately, and even if it is stirred quickly, the distribution of the two in the mortar It is also difficult to be uniform. Once the measurement is wrong or the distribution is uneven, it will affect the properties of the mortar. The main performance is that the defoaming is not complete. When the mortar is poured, more air bubbles will be accumulated under the four corners of the track plate. Insufficient strength of the corners
In addition, in order to make the high-iron emulsified asphalt mixed with a large amount of cement and fine sand not to be demulsified during high-speed stirring, and to have a certain strength against mechanical damage, generally when producing high-iron emulsified asphalt, the amount of surfactant will be If the emulsified asphalt is very large, it is easy to produce a large amount of foam during the production and loading of high-speed rail emulsified asphalt, occupying a large space in the product tank. If the operation is not done properly, the emulsified asphalt foam will easily emerge from the tank mouth, which will cause inconvenience to production and transportation.
In addition, if the foam of the emulsified asphalt is too much, a thick skin will be formed after the foam disappears. This skin is formed by linking the asphalt components on the foam after the foam disappears, and it can no longer be emulsified even if it is stirred. , so it will affect the properties of emulsified asphalt, especially the index of remaining amount on the sieve, and even easily lead to the demulsification of emulsified asphalt
In addition, adding defoamer and water reducing agent at the construction site is cumbersome, which affects the construction progress and adds trouble to the structural design of the mixer truck

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0051] Take 6470g of Liaohe crude oil straight-run bitumen with a penetration of 108 (1 / 10mm), heat it to 115°C for later use, and obtain material I; at room temperature, add 10 g of calcium lignosulfonate, methyl silicone oil (303 ) 7 g, isopropanol 80 g, after mixing evenly, slowly add 1 g of carboxymethyl cellulose under stirring state, stir well to make a paste, and obtain material II; add cationic emulsifier cetyl tri Methyl ammonium chloride 50g, anionic emulsifier fat (18) alcohol polyoxyethylene (3) ether sulfate sodium 50 g, zwitterionic emulsifier N-cocoyl-β-alanine sodium 10 g, nonionic Type emulsifier oleyl alcohol polyoxyethylene (20) ether 10g, calcium chloride 5g, dissolve in 3307g of water together, keep the temperature at 45°C to obtain material III; then transport material I, material II and material III to the colloid mill After being uniformly dispersed in a colloid mill, it becomes an oil-in-water emulsion. When the temperature of the emulsion drops to 60°...

Embodiment 2

[0053] Take 6000g of Oman crude oil solvent deoiled asphalt from Maoming Petrochemical Company with a penetration of 98 (1 / 10mm), heat it to 125°C for later use, and obtain material I; Ethyleneoxypropylene glycerin (GPE30) 5g, ethanol 60g, tert-butanol 100g, after mixing evenly, slowly add carboxyethyl cellulose 5g under stirring state, fully stir evenly to make a paste, and obtain material II; Type emulsifier hydrogenated tallow propylene triamine 90g, anionic emulsifier fat (18) amine polyoxyethylene (4) sodium sulfate 195g, zwitterionic emulsifier N-tallow-β-iminodipropionate disodium 69 g, 50 g of non-ionic emulsifier octylphenol polyoxyethylene (20) ether, and 15 g of ammonium chloride were dissolved in 3371 g of water, stirred well, prepared into a soap solution and kept at a temperature of 65°C to obtain material III Then material I, material II and material III are delivered to the colloid mill respectively, after the colloid mill is evenly dispersed, it becomes an oil...

Embodiment 3

[0055] Take 5900g of oxidized asphalt of Kuwait crude oil from Qilu Petrochemical Company with a penetration of 62 (1 / 10mm), and heat it to 155°C to obtain material I; 9g of ester (C18, concentration 30wt%), 320g of propanol, after mixing well, slowly add 3 g of hydroxyethyl cellulose under stirring state, stir well to make a paste, and obtain material II; take cationic emulsification Agent aminated lignin (RH-CO1) emulsifier 195g, anionic emulsifier sodium lauryl sulfate 125g, zwitterionic emulsifier N-lauryl-β-alanine 30g, nonionic emulsifier lauryl Alcohol polyoxyethylene (20) ether 30g, magnesium chloride 10g, dissolved in 3353g of water at 55°C, stirred well, prepared into soap liquid and kept at 55°C to obtain material III; then material I, material II and material III is transported to the colloid mill respectively, and after being uniformly dispersed by the colloid mill, it becomes an oil-in-water emulsion. When the temperature of the emulsion drops to 60°C-70°C, it ex...

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Abstract

The invention discloses an anti-freezing cement asphalt mortar and a preparation method thereof. The cement asphalt mortar comprises emulsified asphalt, cement, fine sand, an expansive agent, an aluminite powder and water. A formula of the emulsified asphalt comprises asphalt, an anionic emulsifier, a cationic emulsifier, a thickener, a stabilizer, a water reducing agent, a defoaming agent, alcohol and water. The cement asphalt mortar provided by the invention employs special emulsified asphalt; and when the cement asphalt mortar is mixed with dry material such as cement and sand, the water reducing agent and the defoaming agent are easily dispersed to fully contact with the dry material, thus realizing obvious water reducing effect, effectively avoiding bleeding phenomenon after pouring of CA mortar, and improving workability of the emulsified asphalt with cement and fine sand; and synergistic effect of alcohol improves anti-freezing performance of the CA mortar, effectively eliminates large bubbles, and realizes dense and uniform texture after forming of the CA mortar. The cement asphalt mortar provided by the invention is particularly suitable for perfusion under track plate as a buffer layer in construction of high-speed railway.

Description

technical field [0001] The invention relates to a frost-resistant cement-asphalt mortar and a preparation method thereof, in particular to a cement-asphalt mortar (CA mortar for short) poured under a slab-type ballastless track slab for building high-speed railways and a preparation method thereof. Background technique [0002] With the improvement of the level of railway construction and the requirements for railway transport capacity, it is necessary to build high-speed railways and intercity light rails. In order to improve the stability of trains running at high speed and reduce the noise caused by vibrations when trains are running, slab ballastless track technology is adopted. The slab ballastless track technology is to lay two tracks on a reinforced concrete slab (called track slab), and a 3-5cm thick shock-absorbing layer needs to be laid under the track slab. The shock-absorbing layer is made of emulsified asphalt, cement, Fine sand and other mineral materials form ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/00C04B26/26
Inventor 陈保莲张静范思远陈闯
Owner CHINA PETROLEUM & CHEM CORP
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