混凝土混合料压实型系列共振振动设备及其主要参数的计算方法

V. G. Zedgenizov, S. Kh. Faizov
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引用次数: 0

摘要

介绍。提高振动技术的能源效率对其开发人员提出了许多挑战。利用共振现象是降低驱动振动机的能量成本的一个有前途的方向。由于振荡系统的动态特性,可以显著降低谐振振动设备的功耗,在某些情况下,还可以提高产品的质量。本文的目的是开发一种标准范围的混凝土混合料压实共振振动设备及其主要参数的计算方法。本文研究的对象是由弹性和耗散单元连接的两个质量组成的振动机的振动系统。此外,第一个质量通过弹性和耗散元件连接到固定基座上。材料和方法。研究中运用了理论力学的基本原理、数学建模和结果的统计处理。结果。研究结果表明,随着振荡系统质量比的增大,动力系数减小,共振区宽度增大。给出了回归方程。结果表明,随着工作体刚度的增大,动力系数减小,频率响应水平截面向高频区域偏移,但宽度变化不明显。随着阻尼系数的增大,动力系数减小,谐振区宽度和频率范围基本不变。广泛的命名范围和预制钢筋混凝土的质量证明了标准尺寸范围的谐振振动设备的发展。轻型(最多2吨),中型(2-6吨)和重型(6-10吨)类型的标准范围已经开发。在对研究成果进行分析和归纳的基础上,提出了一种混凝土混合料压实共振振动装置的计算方法,使其节能成为可能。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Type series of resonant vibration equipment for concrete mixtures compaction and its main parameters calculation method
Introduction. Increasing the energy efficiency of vibration technology poses a number of challenges for its developers. A promising direction for reducing energy costs for driving vibration machines is the use of the resonance phenomenon. Due to the dynamic properties of the oscillatory system, it is possible to significantly reduce the power consumption of resonant vibration equipment, and in some cases, improve the quality of the products. The purpose of this article is to develop a standard range of resonant vibration equipment for compacting concrete mixtures and a methodology for calculating its main parameters. The object of research is the oscillatory system of a vibrating machine, consisting of two masses connected by the elastic and dissipative elements. In addition, the first mass is connected to a fixed base through elastic and dissipative elements. Materials and methods. The basic principles of theoretical mechanics, mathematical modelling and statistical processing of results were used in the research. Results. According to the research results, it was established that with an increase in the mass ratio of the oscillatory system, the dynamic coefficient decreases, and the width of the resonant zone increases. The regression equations are given. It has been established that with increasing rigidity of the working body, the dynamic coefficient decreases, and the horizontal section on the frequency response, the width of which does not change significantly, shifts to the region of higher frequencies. With an increase in the damping coefficient, the dynamic coefficient decreases, and the width of the resonant zone and the frequency range practically do not change. A wide range of nomenclature and masses of precast reinforced concrete justifies the development of a standard-size range of resonant vibration equipment. A standard range of light (up to 2 tons), medium (2-6 tons) and heavy (6-10 tons) types has been developed. Based on the analysis and generalization of research results, a method for calculating resonant vibration equipment for compacting concrete mixtures has been developed, which makes possible to increase its energy efficiency.
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