摘要
用聚丙烯纤维来防止混凝土的早期塑性收缩裂缝是近年来为解决混凝土裂缝难题而采取的新措施。研究了两种聚丙烯纤维(Cemfiber和DF)的掺量、纤维种类等参数对塑性收缩裂缝的影响规律;分别采用圆形、平板状试件来研究砂浆、普通混凝土和高性能混凝土的抗裂性能。研究结果表明:(1)聚丙烯纤维可以显著提高混凝土抗裂能力,纤维掺量越高,抗裂能力越强;(2)为防止裂缝,应该尽可能降低水泥用量和提高骨料用量;(3)聚丙烯纤维提高混凝土抗裂能力的主要原因是纤维提高混凝土的早期应变能力、减小收缩应变、提高塑性抗拉强度和减小毛细管的表面张力。
Polypropylene fiber is a new measure to prevent plastic cracks of concrete. Effects of the parameters, such as dosage and types of fibers, on the plastic cracks were studied systematically. The properties of cracking resistance of mortar, ordinary concrete and high performance concrete were investigated using samples of two types in shape. The results show that: (1) Polypropylene fibers may increase the cracking resistance of concrete significantly and increasing the dosage of fibers may increase cracking resistance of concrete further; (2) As smaller quantity of cement and higher quantity of aggregate as possible should be used to prevent concrete from cracking; (3) The main causes why polypropylene fibers increase cracking resistance of concrete are increasing strain capacity of concrete at an early age, decreasing shrinkage strain, improving plastic tensile strength and decreasing tensile stress of the capillary.
出处
《复合材料学报》
EI
CAS
CSCD
北大核心
2002年第6期120-124,共5页
Acta Materiae Compositae Sinica
基金
教育部访问学者重点实验室基金(2000-2-1)
