Betono stiprio gniuždant stabilumo gerinimas gaminant betono mišinius aktyvine gludinamąja technologija (AGT)

Garalevičius, Adolfas Ričardas; Kryževičius, J.

Use this url to cite publication: https://hdl.handle.net/20.500.14911/120626

Betono stiprio gniuždant stabilumo gerinimas gaminant betono mišinius aktyvine gludinamąja technologija (AGT)

Details

Publication Type (CRIS)

Straipsnis kitame recenzuojamame leidinyje / Article in other peer-reviewed edition (S5)

Publication Type (eLABa)

Straipsnis kitame recenzuotame leidinyje / Article in other peer-reviewed publication (S4)

Author(s)

Author	Affiliation
Garalevičius, Adolfas Ričardas	Statybos valdymo ir nekilnojamojo turto katedra / Department of Construction Management and Real Estate (0261)
Kryževičius, J.	Vilniaus Gedimino technikos universiteto Termoizoliacijos institutas

Title

Betono stiprio gniuždant stabilumo gerinimas gaminant betono mišinius aktyvine gludinamąja technologija (AGT)

[lt]

Adolfas Ričardas Garalevičius, J. Kryževičius

Title in other language

Improvement of the stability of the compressive strength of concrete producing the activated polishing technology

[en]

Is part of

Racionalūs sprendimai statyboje = Rational decisions in construction = Rationelle Entscheidungen im Bauwesen

Published In

Year	Volume	Start Page	End Page
1997	15	30	33

Publisher

Vilnius : Technika

Extent

p. 30-33

URI

URI
https://hdl.handle.net/20.500.14911/120626

Cited references

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

Keywords (lt)

Keywords (en)

Abstract (en)

The new technology of fresh concrete production differs essentially the ordinary technology in that respect that multi-speed mixer is used, various mixing equipment of which can at the same time operate at the maximum speed of 15, 102 and 670 revolutions per minute. The fresh concrete produced by such multi-speed mixers is homogenous and has new physical qualities. The surface of aggregates is then fully prepared for the influence of the binding agent. In addition, the compressive strength of the concrete becomes almost twice as high.