...
首页> 外文期刊>Journal of Applied Polymer Science >Performance of concretes produced with superplasticizer
【24h】

Performance of concretes produced with superplasticizer

机译:高效减水剂生产的混凝土的性能

获取原文
获取原文并翻译 | 示例

摘要

Nowadays, additive chemical substances are used in the production of high-performance concrete composites. These additives increase the fresh workability of concrete by decreasing the water/cement (W/C) ratio. The aim of this study was to examine the effects of water-soluble polymers on concrete performance. For this purpose concretes with and without additives were produced with W/C values of 0.52, 0.56, and 0.60. Chemical admixtures such as naphthalene formaldehyde sulfonate (N), melamine formaldehyde sulfonate (S), and a hyperplasticizers admixture (a special type of melamine sulfonated polymer) (H) were used in concrete. The amounts of these admixtures were at a ratio of 0.3, 0.5, and 1.0 wt % of the cement's weight. Experiments assessing slump, VeBe, percentage of air, and unit weight were done for comparison with the test results of the characteristics of fresh concrete with and without admixtures. The compressive strength of concretes was determined at 7, 28, and 56 days. The effects of chemical admixtures were studied by comparing the properties of fresh and hardened concrete samples with and without admixtures. When the W/C ratios were 0.56, 0.60, and H was 1 wt %, the biggest slump was obtained and found to be 22 cm. Concrete with a W/C ratio of 0.52 and H of 1% has the highest compressive strength. (c) 2006 Wiley Periodicals, Inc.
机译:如今,添加剂化学物质已用于生产高性能混凝土复合材料。这些添加剂通过降低水/水泥(W / C)比来提高混凝土的新鲜可加工性。这项研究的目的是研究水溶性聚合物对混凝土性能的影响。为此目的,制备具有和不具有添加剂的混凝土,其W / C值为0.52、0.56和0.60。在混凝土中使用了化学混合物,例如萘甲醛磺酸盐(N),三聚氰胺甲醛磺酸盐(S)和高效增塑剂混合物(一种特殊类型的三聚氰胺磺化聚合物)(H)。这些掺合料的量为水泥重量的0.3、0.5和1.0重量%。进行了坍落度,VeBe,空气百分比和单位重量的评估实验,以与有或没有掺合料的新鲜混凝土的特性测试结果进行比较。确定混凝土的抗压强度为7、28和56天。通过比较有和没有掺合料的新鲜和硬化混凝土样品的性能,研究了化学掺合料的效果。当W / C比为0.56、0.60且H为1重量%时,获得最大的坍落度,发现为22cm。 W / C比为0.52,H为1%的混凝土具有最高的抗压强度。 (c)2006年Wiley Periodicals,Inc.

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号