Experimental Study on Modification of Concrete with Asphalt Admixture

被引:0
|
作者
Boltryk, Michal [1 ]
Malaszkiewicz, Dorota [1 ]
Pawluczuk, Edyta [1 ]
机构
[1] Bialystok Tech Univ, Wiejska Str 45E, PL-15351 Bialystok, Poland
关键词
BLAST-FURNACE SLAG; CORROSION-RESISTANCE; DURABILITY; PERMEABILITY; STRENGTH; ASH;
D O I
10.1088/1757-899X/245/2/022024
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Durability of engineering structures made of cement concrete with high compressive strength is a very vital issue, especially when they are exposed to different aggressive environments and dynamic loads. Concrete resistance to weathering actions and chemical attack can be improved by combined chemical and mechanical modification of concrete microstructure. Asphalt admixture in the form of asphalt paste (AP) was used for chemical modification of cement composite microstructure. Concrete structure was formed using special technology of compaction. A stand for vibro-vibropressing with regulated vibrator force and pressing force was developed. The following properties of the modified concrete were tested: compressive strength, water absorption, freeze-thaw resistance, scaling resistance in the presence of de-icing agents, chloride migration, resistance to CO2 and corrosion in aggressive solutions. Corrosion resistance was tested alternately in 1.8% solutions of NH4Cl, MgSO4, (NH2)(2)CO and CaCl2, which were altered every 7 days; the experiment lasted 9.5 months. Optimum compaction parameters in semi-industrial conditions were determined: ratio between piston stress (Q(p)) and external top vibrator force (P-o) in the range 0.4 divided by-0.5; external top vibrator force 4 kN. High strength concretes with compressive strength f(cm)=60 divided by 70 MPa, very low water absorption (<1%) and high resistance to aggressive environments were obtained in this study. AP content was reduced from 10% (previous investigations) to 2-4% of cement mass thanks to the special compaction method. Excellent chloride ion penetration resistance and carbonation resistance of concrete containing AP admixture is due to the asphalt barrier formed in pores of cement hydrates against dioxide and chloride ions. Concrete specimens containing AP 4% c.m. and consolidated by vibro-vibropressing method proved to be practically resistant to highly corrosive environment. Vibro-vibropressing compaction technology of concrete modified with AP can be applied in prefabrication plants to produce elements for road, bridge and hydraulic engineering constructions.
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页数:10
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