Big Chemical Encyclopedia

Chemical substances, components, reactions, process design ...

Articles Figures Tables About

Aggregation-cementation

Polymer-modified cementitious floor toppings are now widely used instead of separately laid granolithic toppings. The polymers used are normally supplied as milky white dispersions in water and are used to gauge a carefully selected sand/aggregate/cement mix as a whole or partial replacement of the gauging mortar. They must always be mixed in a forced-action mixer. [Pg.104]

Concrete is a composite material composed of cement paste with interspersed coarse and fine aggregates. Cement paste is a porous material with pore sizes ranging from nanometers to micrometers in size. The large pores are known as capillary pores and the smaller pores are gel pores (i.e., pores within the hydrated cement gel). These pores contain water and within the water are a wide variety of dissolved ions. The most common pore solution ions are OH", K+ and Na+ with minor amounts of S042" and Ca2+. The microstructure of the cement paste is a controlling factor for durable concrete under set environmental exposure conditions. [Pg.285]

The efficiency of water-reducing admixtures, and their relative useMness are dependent on the aggregate-cement ratio. Hydroxylated polymer and... [Pg.69]

It is possible to vary the addition level of water-reducing admixtures when an increase in dosage level will generally produce an increase in the amount of water which it is possible to remove from the mix proportions whilst maintaining the required slump. Typical values are shown in Table 1.13 for an aggregate-cement ratio of 5.85 1 and a slump of 50 mm. [Pg.71]

Fig. 1.33 Reductions in water-cement ratio as a function of aggregate-cement ratio for lignosulfonate and hydroxycarboxylic-acid-based water-reducing agents. Fig. 1.33 Reductions in water-cement ratio as a function of aggregate-cement ratio for lignosulfonate and hydroxycarboxylic-acid-based water-reducing agents.
Quartz aggregate ODnarele with an aggregate cement ratnot l... [Pg.111]

Since each field installation will use locally available materials, mix proportions may have to be adjusted for the character of the aggregate, cement and specific brand of the admixtures. A sufficient number of lab trial... [Pg.458]

Monteiro, P. J. M. Mehta, P. K. 1985. Ettringite formation on the aggregate-cement paste interface. Cement and Concrete Research, 15, 378-380. [Pg.245]

The efficiency of water-reducing admixtures, and their relative usefulness are dependent on the aggregate-cement ratio. Hydroxylated polymer and hydroxycarboxylic acid types are more effective than lignosulfonate-based materials at higher cement contents (lower aggregate-cement ratios), whilst the lignosulfonate... [Pg.52]

Quartz aggregate concrete with an aggregate cement ratio of 61... [Pg.85]

Symbol Aggregate shape Aggregate - cement ratio water cement ratio Fines content % Fines ione... [Pg.147]

After initial mixing period of up to 30s of aggregates, cement and part of the gauging water. Should be dissolved in a proportion of the remainder of the gauging water Dissolved in gauging water which can be added directly to the premixed cement and aggregates... [Pg.427]

In the case of carbon steel reinforcement, restoration work is required within a 20-yr period. The restoration work means longer journeys, delivery delay, consumption of more fuel by idling cars, added costs due to drilling, blasting, crushing, and transport of aggregate, cement and the related consumption of energy in the manufacture need to be considered in the calculation of costs. These are indirect costs applicable in the case of carbon steel reinforcements, while stainless steels are free from these indirect costs. [Pg.535]

Fig. 12.4 Relation between the expansion of a mortar (w/c = 0.41, aggregate/ cement = 2, age = 200 days) and the content of Beltane opal, expressed as a weight percentage on the total aggregate. Hobbs (H66). Fig. 12.4 Relation between the expansion of a mortar (w/c = 0.41, aggregate/ cement = 2, age = 200 days) and the content of Beltane opal, expressed as a weight percentage on the total aggregate. Hobbs (H66).
Ash content (wt.% by Aggregate) P/C (%) Fine aggregate Coarse aggregate Cement Polymer W/C (%)... [Pg.205]

R. G. Sibbick, C. L. Page, Threshold alkali contents for expansion of concretes containing British aggregates . Cement and Concrete Research, 1992, 22, 990-994. [Pg.67]

Composites may be identified and classified many hundreds of ways. There are aggregate-cement matrix (concrete), aluminum film-plastic matrix, asbestos fiber-concrete matrix, carbon-carbon matrix, carbon fiber-carbon matrix, cellulose fiber-lignin/silicic matrix, ceramic fiber-matrix ceramic (CMC), ceramic fiber-metal matrix, ceramic-metal matrix (cermet), concrete-plastic matrix, fibrous-ceramic matrix, fibrous-metal matrix, fibrous-plastic matrix, flexible reinforced plastic, glass ceramic-amorphous glass matrix, laminar-layers of different metals, laminar-layer of glass-plastic (safety glass), laminar-layer of reinforced plastic, laminar-layers of unreinforced plastic. [Pg.161]

W.A. Tasong, C.J. Lynsdale and J.C. Cripps Aggregate-cement Paste Interface Part I. Influence of Aggregate Geochemistry, Cement and Concrete Research Vol. 29 (1999), p. 1019-1025. [Pg.82]

Fig. 9.5 Compressive strength of calcium aluminate cement concretes (according to [21]) 1 limestone aggregate, cement content 350 kg/m, w/c = 0.5, 2 crushed limestone aggregate, w/c=0.6, 3 siliceous aggregate with ground limestone, 4 siliceous boulders, w/c = 0.54, 5 siliceous aggregate,... Fig. 9.5 Compressive strength of calcium aluminate cement concretes (according to [21]) 1 limestone aggregate, cement content 350 kg/m, w/c = 0.5, 2 crushed limestone aggregate, w/c=0.6, 3 siliceous aggregate with ground limestone, 4 siliceous boulders, w/c = 0.54, 5 siliceous aggregate,...
Table 14.2 gives coefficients of thermal expansion of some parent rock aggregate, cement paste under saturated conditions, concrete and steel. [Pg.603]

Lu, Y., Su, M., and Wang, Y.(1996) Mcrostractural study of the interfacial zone between expansive sulfoaluminate cement paste and limestone aggregate. Cement and Concrete Research 26,805-812. [Pg.315]


See other pages where Aggregation-cementation is mentioned: [Pg.105]    [Pg.64]    [Pg.69]    [Pg.71]    [Pg.417]    [Pg.223]    [Pg.48]    [Pg.52]    [Pg.54]    [Pg.311]    [Pg.300]    [Pg.302]    [Pg.314]    [Pg.205]    [Pg.292]    [Pg.509]    [Pg.329]    [Pg.17]    [Pg.231]    [Pg.31]    [Pg.516]    [Pg.664]   
See also in sourсe #XX -- [ Pg.302 , Pg.314 ]




SEARCH



Aggregate-cement paste interface

Aggregation and cementation

Cement Paste-Aggregate Bond

Cement-aggregate reaction

Cement-fine aggregate ratio

Portland cement/aggregate brick

© 2024 chempedia.info