【24h】

Influence of Low Temperature on Concrete Properties

机译:低温对混凝土性能的影响

获取原文

摘要

The aim of this article is to show the negative effect of the reduced ripening temperature on the increase in compressive strength.Laboratory tests were performed on a concrete mix with a vv/c ratio of 0.54.The samples were reformed for 2,5,8 hours at +18°C,and then were frozen once to-3°C and-8°C for 24 hours.After this time,the samples matured at +18°C.The greater the early strength,the lower the drop in compressive strength with a single freeze.The greatest decrease in strength was noted for concrete maturing 2 hours and once frozen to-8°C is 52.3%.The greatest impact on durability drops is: freezing temperature,pre-ripening time,type of cement used.Additionally,the methods of protecting concrete against the influence of negative temperatures are described.Laboratory tests carried out indicate a negative effect of the reduced temperature on the increase of compressive strength.The largest decrease in compressive strength in relation to the reference concrete was noted for concrete made of cement CEMII/BV 32.5R maturing for 2 hours in water at +18°C and once frozen in air to-8°C,a fall of 52.3 %.After analysing the test results,it was found that the drop in compression strength depends on the type of cement,the level of freezing temperature and the time of initial maturation.It was found that the lower the freezing temperature and the shorter the pre-ripening time,the greater the drop in compressive strength.The influence of negative temperatures on young concrete is harmful in every case,although this harmfulness has a different degree.It is therefore necessary to protect young concrete against this type of weather conditions.Concrete works under conditions of reduced temperatures are only possible if contractors take appropriate measures to enable binding and hardening of the concrete mix,e.g.by providing thermal protection,so that the young concrete in the element does not freeze.The reduced air temperatures have a negative effect on the setting and hardening of the concrete.The lower the ambient temperature of the concrete structure being made,the lower the concrete temperature and the younger the maturing process of the concrete is slower.
机译:本文的目的是展示降低成熟温度对压缩强度的增加的负面影响。对具有0.54的VV / C比的混凝土混合物进行了制造性试验。样品重整2,5,8在+ 18℃下的小时,然后将一次冷冻到-3°C和-8°C 24小时。在此时,样品在+ 18°C成熟。早期强度越大,下降越低具有单次冻结的压缩强度。用2小时的混凝土成熟的混凝土增长最大的强度降低,一旦冷冻到-8°C为52.3%。对耐用性的最大影响是:冷冻温度,预成熟时间,水泥的类型使用.Aditionally,描述了保护混凝土的方法。进行的制造性测试表明降低温度降低的抗压强度的负面影响。关于参考混凝土的压缩强度的最大降低注意到混凝土m水泥CEMII / BV 32.5R在+ 18°C的水中成熟2小时,并在空气中冷冻至-8°C,下降52.3%。分析测试结果,发现压缩下降强度取决于水泥的类型,冷冻温度和初始maturation.It的时间的水平发现,降低负的压缩strength.The影响冷冻温度和预熟化时间越短,就越下降年轻混凝土的温度在各种情况下是有害的,尽管这种有害性具有不同的程度。因此,必须保护年轻的混凝土来保护年轻混凝土免受这种类型的天气条件。如果承包商采取适当的措施,则只有在降低的温度下的条件下工作混凝土混合物的粘合和硬化,egby提供热保护,使元件中的年轻混凝土不冻结。降低的空气温度对设置和硬化o具有负面影响F混凝土。制造混凝土结构的环境温度越低,混凝土温度越低,混凝土的成熟过程较慢。

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