Influence of fibrous additives on properties of aerated autoclaved concrete forming mixtures and strength characteristics of products

被引:48
作者
Laukaitis, A. [1 ]
Keriene, J. [2 ]
Mikulskis, D. [1 ]
Sinica, M. [1 ]
Sezemanas, G. [1 ]
机构
[1] Vilnius Gediminas Tech Univ, Inst Thermal Insulat, LT-08217 Vinius, Lithuania
[2] Vilnius Gediminas Tech Univ, Dept Chem & Bioengn, LT-10223 Vilnius 40, Lithuania
关键词
Aerated autoclaved concrete (AAC); Forming mixture; Reinforcement; Fibrous additives; Carbon fibre; Polypropene fibre; Basalt; Kaoline fibre; Mechanical characteristics; Structure; FIBER-REINFORCED CONCRETE; CARBON-FIBER; MECHANICAL-PROPERTIES; POLYPROPYLENE FIBERS; CEMENTITIOUS MATRIX; BEHAVIOR; BOND; MICROSTRUCTURE; COMPOSITES; RESISTANCE;
D O I
10.1016/j.conbuildmat.2009.04.007
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The influence of fibrous additives of non-hydrophilized and hydrophilized carbon, polypropene, basalt and kaoline fibre on properties of aerated autoclaved concrete (AAC) forming mixture, as well as on properties of final product was investigated. All these fibrous additives, both non-hydrophilized and hydrophilized, have effect on fluidity and swelling of forming mixtures and increase plastic strength. Along with growing content of each fibrous additive within limits from 0.1% to 0.4% of mass of solid components, the fluidity and swelling of forming mixtures decreases, while the plastic strength increases. All investigated fibrous additives, both hydrophilized and non-hydrophilized, increase the compression- and flexural strengths of AAC. The optimal content of all fibrous additives to be added for obtaining of greatest compression- and flexural strengths is 0.3% counting of dry material in the forming mixture. By capacity to increase the compression- and binding strengths, the fibrous additives may be lined up in the following order: carbon fibre > polypropene fibre > basalt fibre > kaoline fibre. All fibrous additives increase flexural strength more than that of compression. Hydrophilized fibres increase compression- and flexural strengths of concrete more than the respective non-hydrophilized ones. Basing on the results of investigations performed as to fibre-rein forced AAC structure by scanning electron microscope, as well as on the results of earlier performed investigations with fibres used for reinforcement to find out their chemical resistance to treatment of them in the autoclave by alkaline solutions, the pH value of which corresponds to that of hardening alkaline binding medium of concretes, the influence of properties of fibrous additives on efficiency of reinforcement was explained. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:3034 / 3042
页数:9
相关论文
共 37 条
[1]   THEORY OF MULTIPLE FRACTURE OF FIBROUS COMPOSITES [J].
AVESTON, J ;
KELLY, A .
JOURNAL OF MATERIALS SCIENCE, 1973, 8 (03) :352-362
[2]   Rheology of low carbon fibre content reinforced cement mortar [J].
Banfill, P. F. G. ;
Starrs, G. ;
Derruau, G. ;
McCarter, W. J. ;
Chrisp, T. M. .
CEMENT & CONCRETE COMPOSITES, 2006, 28 (09) :773-780
[3]   Influence of polypropylene fiber geometry on plastic shrinkage cracking in concrete [J].
Banthia, N ;
Gupta, R .
CEMENT AND CONCRETE RESEARCH, 2006, 36 (07) :1263-1267
[4]  
BAYASI Z, 1993, ACI MATER J, V90, P605
[5]   Improving the tensile properties of carbon fiber reinforced cement by ozone treatment of the fiber [J].
Fu, XL ;
Lu, WM ;
Chung, DDL .
CEMENT AND CONCRETE RESEARCH, 1996, 26 (10) :1485-1488
[6]   Improving the bond strength between carbon fiber and cement by fiber surface treatment and polymer addition to cement mix [J].
Fu, XL ;
Lu, WM ;
Chung, DDL .
CEMENT AND CONCRETE RESEARCH, 1996, 26 (07) :1007-1012
[7]   Effect of carbon fibres on the mechanical properties and corrosion levels of reinforced portland cement mortars [J].
Garcés, P ;
Fraile, J ;
Vilaplana-Ortego, E ;
Cazorla-Amorós, D ;
Alcocel, EG ;
Andión, LG .
CEMENT AND CONCRETE RESEARCH, 2005, 35 (02) :324-331
[8]  
Goldfein S., 1965, Modern Plastics, V42, P156
[9]   Using fibres to enhance the properties of concrete columns [J].
Hadi, M. N. S. .
CONSTRUCTION AND BUILDING MATERIALS, 2007, 21 (01) :118-125
[10]   Performance of spalling resistance of high performance concrete with polypropylene fiber contents and lateral confinement [J].
Han, CG ;
Hwang, YS ;
Yang, SH ;
Gowripalan, N .
CEMENT AND CONCRETE RESEARCH, 2005, 35 (09) :1747-1753