Abstract

The object of the study is the effect of the introduction of a mineral additive (Ssp = 900 m2/kg) of the fraction (0.315–5 m) of the screening out of crushing concrete scrap into Portland cement for the production of various building products and structures. A fraction of concrete scrap of 0.315–5 mm is used in the work, since the X-ray phase analysis of various fractions of concrete scrap shows that these fractions have a rational content of non-hydrated particles of C3S and C2S. It is proved that the use of finely ground concrete scrap (Ssp = 900 m2/kg) as a mineral additive in Portland cement increaseINFLUENCE OF FINE-DISPERSED ADDITIVE FROM CONCRETE SCRAP 
 ON STRUCTURE FORMATION OF PORTLANDCEMENT
 s the physical and mechanical properties of concrete. Comparative physical and mechanical indicators of the hardening of composite binders indicate that the most stable results with a uniform increase in strength is a composition with 5 % mineral additive, with an increase in strength from 2 to 7 days by 36 % and from 7 to 28 days by 46 %. It is found that the most rational are the compositions with 5 % and 10 % mineral additives providing an increase in the strength of the samples by 16% compared to the control composition. Due to the high dispersion, the mineral additive from concrete scrap acts as additional crystallization centers during the hydration of Portland cement, which leads to the creation of a skeleton coral-like structure, which additionally overgrows with submicroscopic crystals. With a specific surface area of 900 m2/kg, the best conditions are created for the formation of the primary frame and its further overgrowth with various crystalline calcium hydrates, which provide optimal density and strength.

Highlights

  • Mechanical properties of polymer concrete made with recycled PET and recycled concrete aggregates // Construction and Building Materials. 2008

  • The object of the study is the effect of the introduction of a mineral additive (Ssp = 900 m2/kg) of the fraction (0.315–5 m) of the screening out of crushing concrete scrap into Portland cement for the production of various building products and structures

  • Comparative physical and mechanical indicators of the hardening of composite binders indicate that the most stable results with a uniform increase in strength is a composition with 5 % mineral additive, with an increase in strength from 2 to 7 days by 36 % and from 7 to 28 days by 46 %

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Summary

Гранулометрический состав отсевов дробления бетонного лома

В данной работе для последующего дробления и измельчения использовали фракции 0,315– 0,16 мм и менее 0,16 мм, составляющие цементный камень бетонного лома, так как наибольший интерес представляла возможность использования именно мелких фракций для получения бесцементного вяжущего. Что отсев дробления бетонного лома состоит в основном из: непрогидратированных клинкерных минералов С3S – Å ); портландита Са(ОН)2 – (d = 4,93; 3,11; 2,63; 1,93; 1,79; 1,69; 1,55...А); кальцита СаСО3 – (d = 3,86; 3,035; 2,845; 2,495; 2,285;...Å); частично закристаллизованного тоберморитоподобного гидросиликата кальция CSH(В) – Обычно цементный камень состоит из следующих фаз: алита С3S, белита С2S, частично закристаллизованного гидросиликата кальция CSH(В) и портландита Са(ОН)[2]. Для измельчения бетонного лома использовали лабораторную вибрационную мельницу МВ-20. Установлена рациональная дозировка измельченного бетонного лома в ПЦ- 5 % (таблица 2), обеспечивающая прирост прочности образцов на 16 % по сравнению с контрольным составом

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