Publication result detail

Design Procedure Concerning Composition of Composites Containing Gypsum-Free Cement

BROŽOVSKÝ, J.; ZACH, J.

Original Title

Design Procedure Concerning Composition of Composites Containing Gypsum-Free Cement

English Title

Design Procedure Concerning Composition of Composites Containing Gypsum-Free Cement

Type

Peer-reviewed article not indexed in WoS or Scopus

Original Abstract

Composites containing gypsum-free cement features quick strength rise at the age between 1 and 3 days. Such property predestine gypsum-free cement concrete for repair of building constructions that are to be put into service as soon as possible. Repair of concrete-cement pavements and surfaces of similar character belongs to one of field of gypsum-free cement concrete application. Materials of these constructions shall comply not only with required strength characteristics but also with needed durability. That is why resistance to alternate frost, thawing and chemical deicing substances is the principal property of GFC concrete surface. Properties of gypsum-free cement concrete – whether fresh or hardened – are mainly affected by following factors: properties of gypsum-free cement (fineness of grinding, quantity of admixtures controlling initial setting time, clinker chemical composition) as well as mineralogical and chemical composition of natural compact aggregates, and water-cement ratio. Factors listed above are to be taken into account also during design of gypsum-free cement concrete composition. This article deals with design procedure concerning composition of concrete containing gypsum-free cement considering its specificities.

English abstract

Composites containing gypsum-free cement features quick strength rise at the age between 1 and 3 days. Such property predestine gypsum-free cement concrete for repair of building constructions that are to be put into service as soon as possible. Repair of concrete-cement pavements and surfaces of similar character belongs to one of field of gypsum-free cement concrete application. Materials of these constructions shall comply not only with required strength characteristics but also with needed durability. That is why resistance to alternate frost, thawing and chemical deicing substances is the principal property of GFC concrete surface. Properties of gypsum-free cement concrete – whether fresh or hardened – are mainly affected by following factors: properties of gypsum-free cement (fineness of grinding, quantity of admixtures controlling initial setting time, clinker chemical composition) as well as mineralogical and chemical composition of natural compact aggregates, and water-cement ratio. Factors listed above are to be taken into account also during design of gypsum-free cement concrete composition. This article deals with design procedure concerning composition of concrete containing gypsum-free cement considering its specificities.

Keywords

design procedure, composite, gypsumfree cement

Key words in English

design procedure, composite, gypsumfree cement

Authors

BROŽOVSKÝ, J.; ZACH, J.

RIV year

2013

Released

31.01.2012

Publisher

Trans Tech Publications

Location

Švýcarsko

ISBN

1022-6680

Periodical

Advanced Materials Research

Volume

2012

Number

450-451

State

Swiss Confederation

Pages from

719

Pages to

726

Pages count

8

BibTex

@article{BUT89387,
  author="Jiří {Brožovský} and Jiří {Zach}",
  title="Design Procedure Concerning Composition of Composites Containing Gypsum-Free Cement",
  journal="Advanced Materials Research",
  year="2012",
  volume="2012",
  number="450-451",
  pages="719--726",
  issn="1022-6680"
}