面向可靠性和振动特性的TBM主轴承结构设计
[Abstract]:Since the 21st century, the development and utilization of underground space have been increasing in various countries in the world. As an efficient, safe and green tunneling equipment, the full-section rock tunneling machine (TBM) has become the first hard rock tunnel forming equipment. And has a very broad market prospects. As the key bearing part of the main driving engine, the main bearing has high safety, stability and reliability due to its special working environment. Therefore, it is necessary to study the structure design of the main bearing based on the traditional design theory and method of main bearing, which is one of the new directions that enterprises in the industry pay more attention to the design of the main bearing. According to the lack of early load information in the design of the main bearing, the stress spectrum of the main bearing in the driving process is predicted from the dynamic driving load simulation of the cutter head. Then the dynamic reliability prediction method of the main bearing system is established by means of the structural fatigue reliability calculation model under random stress and the failure correlation characteristics of the system components. Based on the study of the stiffness characteristics of the main bearing system, the vibration degree of the main bearing under time-varying load excitation is analyzed, and the mapping relationship between the structural parameters of the main bearing and the vibration characteristic parameters of the main bearing is given. The optimum design model of structural parameters considering fatigue reliability and vibration characteristics is established. The specific work and main contents of the paper can be described as follows: (1) according to the characteristics of continuous tunneling of roadheader, the layout of cutting tools with composite strata and cutters is established. The method of simulating the time history of cutting load and composite load of cutter head is presented. According to the structural characteristics of the main bearing system, the static load and stress distribution of the main bearing with asymmetric parameters are calculated, and the stress spectrum under the dynamic load is compiled, and the rain flow counting method is used to deal with and synthesize the stress spectrum under the dynamic load. The key parameters of stress distribution for fatigue reliability analysis are obtained. (2) based on the stress intensity interference model, the fatigue reliability of main bearing under random external load is predicted. The residual strength time history of the structure is studied by the nonlinear degradation theory of strength and the dispersion of the material itself. JC method is used to calculate the reliability of the main bearing structure, and the reliability calculation method based on the correlation matrix and Boolean function is established according to the failure relation in the system. (3) the formation of the vibration of the main bearing and the parameters to measure the vibration degree are studied. The contact model of roller raceway is used to establish a system dynamic model matching fatigue reliability. Based on the analysis and study of the key parameters of system dynamics, the equivalent dynamic model and equation based on the contact stiffness and damping of roller raceway are established. (4) the fatigue reliability and vibration degree of the main bearing are taken as the objectives. The overall design requirement of the system is constrained, and the structural parameters optimization model of the main bearing is established. In order to verify the system of the theory and method in this paper, a water diversion project is taken as an example. The optimization results show that the volume is not increased. The fatigue reliability and vibration degree of the main bearing after optimization are obviously improved, which provides a practical reference for the optimization of the system structural parameters.
【学位授予单位】:大连理工大学
【学位级别】:硕士
【学位授予年份】:2013
【分类号】:U455.31;TH133.3
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