Bituminous suspension of solid emulsifier

Author:

Kochetkov Andrey1

Affiliation:

1. Perm national research polytechnical university

Abstract

The technical result achieved as a result of solving the problem is to increase the degree of dispersion and homogeneity of the bitumen composition while maintaining the viscous aggregate state of the bitumen in the bitumen composition during its storage and transportation. The technical result is achieved by the fact that in the bitumen composition in the form of a suspension comprising a dispersed aqueous medium and a dispersed solid phase distributed therein, the dispersed solid phase consists of mineral powder particles and particles from bitumen droplets in a viscous aggregate state stabilized by a shell of mineral powder particles coated with a structured (oriented) layer of water, at the following ratio of the suspension components, %: particles from bitumen droplets in a viscous aggregate state, coated with mineral powder particles – 30-45 %; mineral powder particles 30-50 %; technical water-15-30 %. As a substance of mineral powder used, for example, carbonate rock or phosphogypsum dihydrate in the molecular state (from the reactor nezabitovskiy). As a solid dispersion phase, hydrophilic mineral powder is used, technogenic by-products of industrial production (crushed basic metallurgical slags, fly ash, dust-entrainment of cement plants, etc.) can be used as mineral powders.

Publisher

Publishing Company World of Science LLC

Reference24 articles.

1. Rab I.I. (1975). Issledovanie poroshkoobraznykh ehmulʹgatorov i bitumnykh past, ispolʹzuemykh v kholodnom asfalʹtobetone. [The study of powdered emulsifiers and bitumen pastes used in cold asphalt concrete.] Omsk, р. 29.

2. Rab I.I. (1976). Study of the influence of the technology of making a mixture based on bitumen pastes and the conditions of their formation on the properties of cold asphalt concrete. SoyuzdorNII, 87, рр. 63-69 (in Russian).

3. Khavkin B.M. (1976). Determination of the decomposition of bitumen emulsions in mixtures. SoyuzdorNII, 27, рр. 70-74 (in Russian).

4. Nikishina M.F. (1946). Bitumnye i degtevye pasty kak dorozhno-stroitelʹnyy material. [Bituminous and tarry pastes as a road building material.] р. 254.

5. Semashko N.S. (1966). K voprosu ispolʹzovaniya graviynogo materiala dlya prigotovleniya kholodnogo asfalʹtobetona. [On the use of gravel material for making cold asphalt concrete.] Moscow: Transport, рр. 216-223.

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