Bentz Dale P, Zunino Franco, Lootens Didier
National Institute of Standards and Technology, Materials and Structural Systems Division, 100 Bureau Drive, Stop 8615, Gaithersburg, MD 20899 USA.
National Institute of Standards and Technology, Materials and Structural Systems Division, 100 Bureau Drive, Stop 8615, Gaithersburg, MD 20899 USA; Pontificia Universidad Católica de Chile, School of Engineering, Department of Construction Engineering and Management, Vicuña Mackenna 4860, Macul, Santiago, CHILE.
Concr Int. 2016 Nov;38(11):37-44.
Cold weather concreting often requires the use of chemical accelerators to speed up the hydration reactions of the cement, so that setting and early-age strength development will occur in a timely manner. While calcium chloride (dihydrate - CaCl·2HO) is the most commonly used chemical accelerator, recent research using fine limestone powders has indicated their high proficiency for physically accelerating early-age hydration and reducing setting times. This paper presents a comparative study of the efficiency of these two approaches in accelerating hydration (as assessed via isothermal calorimetry), reducing setting times (Vicat needle), and increasing early-age mortar cube strength (1 d and 7 d). Both the CaCl and the fine limestone powder are used to replace a portion of the finest sand in the mortar mixtures, while keeping both the water-to-cement ratio and volume fractions of water and cement constant. Studies are conducted at 73.4 °F (23°C) and 50 °F (10 °C), so that activation energies can be estimated for the hydration and setting processes. Because the mechanisms of acceleration of the CaCl and limestone powder are different, a hybrid mixture with 1 % CaCl and 20 % limestone powder (by mass of cement) is also investigated. Both technologies are found to be viable options for reducing setting times and increasing early-age strengths, and it is hoped that concrete producers and contractors will consider the addition of fine limestone powder to their toolbox of techniques for assuring performance in cold weather and other concreting conditions where acceleration may be needed.
寒冷天气下的混凝土浇筑通常需要使用化学促凝剂来加速水泥的水化反应,以便及时发生凝结和早期强度发展。虽然氯化钙(二水合物 - CaCl₂·2H₂O)是最常用的化学促凝剂,但最近使用细石灰石粉的研究表明,它们在物理加速早期水化和缩短凝结时间方面具有很高的效能。本文对这两种加速水化方法(通过等温量热法评估)、缩短凝结时间(维卡针)以及提高早期砂浆立方体强度(1天和7天)的效率进行了对比研究。氯化钙和细石灰石粉都用于替代砂浆混合物中一部分最细的沙子,同时保持水灰比以及水和水泥的体积分数不变。研究在73.4°F(23°C)和50°F(10°C)下进行,以便能够估算水化和凝结过程的活化能。由于氯化钙和石灰石粉的加速机制不同,还研究了一种含有1%氯化钙和20%石灰石粉(按水泥质量计)的混合混合物。结果发现,这两种技术都是缩短凝结时间和提高早期强度的可行选择,希望混凝土生产商和承包商在确保寒冷天气及其他可能需要加速的混凝土浇筑条件下的性能的技术工具箱中,会考虑添加细石灰石粉。