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Utilization of organic fibers, ultra high performance concrete, preparation process and composition

机译:有机纤维,超高性能混凝土的利用,制备方法和组成

摘要

"USE OF ORGANIC FIBERS, ULTRA HIGH PERFORMANCE CONCRETE, PREPARATION PROCESS, AND COMPOSITION". Use of organic fibers having a melt treatment of less than 300 198 C, an average length of 1 greater than 1 mm and a diameter of up to 200 109 m in ultra high performance concrete to improve fire resistance of concrete, the amount of organic fibers being such that their volume is between 0.1 and 3% of the volume of concrete after setting and the concrete having a 28-day compressive strength of at least 120 MPa , a flexural strength of at least 20 MPa, and an unhardened spreading value of at least 150 mm, these values being given for preserved concrete kept at 20 198 C, said concrete consisting of a particular hardened cement matrix in which the metal fibers are dispersed.
机译:“使用有机纤维,超高性能混凝土,制备工艺和组成”。在超高性能混凝土中使用熔融处理温度低于300 <198> C,平均长度1大于1 mm,直径最大为200 <109> m的有机纤维来提高混凝土的耐火性,有机纤维的量应使其在凝固后的体积为混凝土体积的0.1%至3%之间,并且28天抗压强度至少为120 MPa,抗弯强度至少为20 MPa且未硬化的混凝土扩展值至少为150mm,这些值是针对保持在20 198℃的保存混凝土给出的,所述混凝土由其中分散有金属纤维的特定硬化水泥基质组成。

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