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Contents 0 LIGNOSULFONATES

Commercial lignosulfonates used in admixture formulations are predominately calcium or sodium based with sugar contents of 1-30%. Typical analyses of two commercially available lignosulfonate water-reducing admixtures are shown in Table 1.2 [12]. [Pg.32]

In the case of lignosulfonate water-reducing agents, the effectiveness in reducing the water-cement ratio diminishes with an increase in either the the C3A or alkali content. In a comparative experiment with three... [Pg.72]

Fig. 1.43 The freeze-thaw resistance of concretes of different cement contents in the presence of lignosulfonates (Hewlett). Fig. 1.43 The freeze-thaw resistance of concretes of different cement contents in the presence of lignosulfonates (Hewlett).
The recorded data on lignosulfonate water-reducing agents indicate that, as far as freeze-thaw durability is concerned, because of the low water-cement ratios possible, an enhancement to the durability will invariably be obtained. When the admixtures are used to effect a reduction in the cement content, there are strong indications that a considerable enhancement of durability is obtained, presumably due to a reduction in the cement matrix which is the part of the concrete susceptible to frost damage. The higher aggregate content would therefore allow easier dissipation of stresses. [Pg.99]

It can be concluded from the assessment of the data in this section that inclusion into a concrete mix of a water-reducing admixture of the lignosulfonate, hydroxycarboxylic acid and air-entraining type should not lead to any deterioration in the durability of that concrete to freeze-thaw cycling. Indeed there are strong indications that, when used either as a means of reducing the water-cement ratio or, alternatively, of reducing the cement content, more durable concrete may result. [Pg.102]

The effect produced by the incorporation of a lignosulfonate-based water-reducing agent is shown in Table 7.6. The results were obtained from a series of mixes over an 8-month period by a ready-mix plant used in the production of concrete piles. Since the standard deviation of this particular plant was 5.0 MPa for mixes produced without the use of admixtures, it is evident that the use of the admixture resulted in reduced variability. These results indicate that in high workability mixes with cement contents in the median range, the admixture may cause an increase in the standard deviation. Thus in redesigning the mix to have a lower cement content in this class of concrete, adequate consideration should be given to this difference in standard deviation. Increased uniformity can be attained in this instance... [Pg.412]

Many concrete producers use a combination of superplasticizer and a conventional water-reducing, set-modifying or air-entraining admixture to achieve the desired performance. The superplasticizer provides the major portion of the required water reduction and the conventional admixture is added to achieve one or more of the following objectives (1) further water reduction (2) admixture economy (3) the desired air content (4) increased workability and (5) extension of set and workability. Coimnercial conventional admixture formulations used for this purpose are usually based on sodium lignosulfonates, hydroxycarboxylic acids or processed carbohydrates. Such combinations, besides reducing the dosage of the... [Pg.446]

Table 7.30 A lignosulfonate-based water-reducing agent allows lower cement contents to be used in concrete blocks whilst maintaining the compressive strength... Table 7.30 A lignosulfonate-based water-reducing agent allows lower cement contents to be used in concrete blocks whilst maintaining the compressive strength...
Studies of the action of pure lignosulfonate acting on pure C3A and C3S also show that large amounts of lignosulfonate with small amounts of C3A result in lengthy delay of hydration of the C3S [130]. At lower C3A contents, smaller amounts of the WRA are adsorbed, leaving larger amounts of the admixture to affect the C3S component. Alkalis may affect dissolution and... [Pg.527]

Table I. Carbohydrate and Lignosulfonate Contents of the Hydrolyzed Fractions I-V... Table I. Carbohydrate and Lignosulfonate Contents of the Hydrolyzed Fractions I-V...
Some results of the modification of lignin sulfonate Ultra B002 by reaction with terephthaloyl chloride are summarized in Table VI. The total hydroxyl content of the lignosulfonates as well as their derivatives are presented in Table VII. The hydrolytic resistance of selected products is evaluated in Table VIII. The results presented in Tables VI-VIII stress several advantages of the derivatives with terephthaloyl chloride. The modified lignin sulfonates were insoluble, or only very slightly soluble, in organic solvents. They were, however, soluble in dimethyl sulfoxide. Ordered structures were identified by X-ray studies (16,17). [Pg.261]

In this study, we chose the water-sodium lignosulfonate (NaLS) system, with various water contents ranging from 0 to ca. 2.3 grams of water per... [Pg.278]

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]


See other pages where Contents 0 LIGNOSULFONATES is mentioned: [Pg.221]    [Pg.180]    [Pg.331]    [Pg.144]    [Pg.322]    [Pg.104]    [Pg.35]    [Pg.71]    [Pg.76]    [Pg.77]    [Pg.90]    [Pg.91]    [Pg.98]    [Pg.112]    [Pg.114]    [Pg.321]    [Pg.419]    [Pg.421]    [Pg.450]    [Pg.529]    [Pg.540]    [Pg.185]    [Pg.204]    [Pg.257]    [Pg.278]    [Pg.279]    [Pg.524]    [Pg.104]    [Pg.25]    [Pg.48]    [Pg.55]    [Pg.57]    [Pg.58]    [Pg.68]   


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Lignosulfonate

Lignosulfonates

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