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Introductory Behavior of Rubber Concreta

机译:橡胶混凝土的介绍行为

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This article introudces a new type of concrete, the so-called rubber concrete, and thereupon presents a way of modification of waste rubber to construction articles. The conventional cement concrete is made by mixing cement with sand and pebbles, but the rubber concrete proposed here virtually excludes cement completely. The manufacturing process of rubber concrete can be divided into two methods, which are designated for dry and wet processes, but this article focused just on the dry process. The physical propreties of rubber composite increased with the silane treatment of addad aggregates, but the volume of the aggregate might not be a critical factor affecting the compressive strength in the range of the aggregate contents used in this study, that is, the interfacial adhesion between the matrix rubber and the aggregates was a key factor to improve the mechanical properties of rubber concrete. The compressive strength of rubber concrete was aobut 89 MPa and the Poisson's ratio, which is the ratio of compressive-to-tensile strength, was 5.5%. From the viewpoint of the compressive strength and the Poisson's ratio, rubber concrete had better properties than those of conventional cement concrete.
机译:本文介绍了一种新型的混凝土,即所谓的橡胶混凝土,随即提出了一种将废旧橡胶改性为建筑制品的方法。常规的水泥混凝土是通过将水泥与沙子和卵石混合而制成的,但此处提出的橡胶混凝土实际上完全排除了水泥。橡胶混凝土的制造过程可以分为干法和湿法两种方法,但本文仅着眼于干法。橡胶复合物的物理性能随着加成骨料的硅烷处理而增加,但骨料的体积可能不是影响本研究中所用骨料含量范围内抗压强度的关键因素,即基体橡胶和骨料是提高橡胶混凝土力学性能的关键因素。橡胶混凝土的抗压强度约为89 MPa,泊松比(抗压强度比)为5.5%。从抗压强度和泊松比的观点来看,橡胶混凝土具有比常规水泥混凝土更好的性能。

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