| 弹性分开式扣件板下组合刚度理论模型设计方法 |
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| 引用本文： | 韦凯,王显,丁文灏,骆婷,赵泽明.弹性分开式扣件板下组合刚度理论模型设计方法[J].西南交通大学学报,2022,57(5):1000-1007. |
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| 作者姓名： | 韦凯 王显 丁文灏 骆婷 赵泽明 |
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| 作者单位： | 1.西南交通大学高速铁路线路工程教育部重点实验室，四川 成都 6100312.西南交通大学土木工程学院，四川 成都 610031 |
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| 基金项目： | 国家自然科学基金（51425804，51978583）；四川省科技支撑计划（2021YFSY0061） |
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| 摘 要： | 为探究弹性分开式扣件系统板下组合刚度的科学设计方法，明确传统计算模型（简称传统模型）的设计误差并提高设计精度，提出了一种基于非线性弹性地基梁的板下组合刚度理论计算模型（简称理论模型）. 首先，将弹性垫板非线性弹性引入地基梁系统中，并将梁段划分为多个计算单元，从而建立反映铁垫板实际变形特征与板下支承特征的板下组合刚度理论模型，并采用中点刚度法求解锚固螺栓紧固扭矩与列车荷载施加过程中铁垫板的变形曲线与板下组合刚度；其次，采用力学试验机测试DZ Ⅲ型扣件系统在真实服役状态下铁垫板的变形与组合刚度，验证本文理论模型的正确性；最后，分析传统模型与理论模型在不同安装状态（螺栓扭矩）、铁垫板设计参数（铁垫板厚度、锚固螺栓间距）下的板下组合刚度，明确传统模型设计误差在不同铁垫板设计参数下的变化规律. 对比分析表明:由于未考虑铁垫板变形与板下垫板非线性弹性的影响，传统模型在安装扭矩范围（150 ~ 250 N?m）内的设计误差范围为37.75% ~ 94.27%，已无法满足工程设计的误差要求；本文提出的理论模型最大误差仅为2.91%，符合工程设计要求；铁垫板厚度较低或螺栓间距较宽时，铁垫板实际变形状态与传统模型中的计算假设差异将被放大，传统模型的设计误差也将进一步变大.
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| 关 键 词： | 弹性分开式扣件 板下组合刚度 非线性弹性 弹性地基梁 中点刚度法 |
| 收稿时间： | 2020-12-23 |
Theoretical Design Method for Composite Stiffness under Baseplate of Elastic Indirect Fasteners |
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| WEI Kai,WANG Xian,DING Wenhao,LUO Ting,ZHAO Zeming.Theoretical Design Method for Composite Stiffness under Baseplate of Elastic Indirect Fasteners[J].Journal of Southwest Jiaotong University,2022,57(5):1000-1007. |
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| Authors: | WEI Kai WANG Xian DING Wenhao LUO Ting ZHAO Zeming |
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| Affiliation: | 1.MOE Key Laboratory of High-Speed Railway Engineering, Southwest Jiaotong University, Chengdu 610031, China2.School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China |
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| Abstract: | In order to explore the design method of the combined stiffness under the baseplate of the elastic indirect fastener system, improve the error and accuracy in the design of the traditional model, based on nonlinear elastic foundation beam, a theoretical calculation model of composite stiffness under baseplate is proposed. First, the nonlinear elasticity of the baseplate pad is introduced into the continuous foundation beam model, and the beam is divided into multiple calculation elements, so as to establish a theoretical analysis model of the composite stiffness under baseplate reflecting the actual deformation and support characteristics of the baseplate. Moreover, the midpoint stiffness method is adopted to solve the deformation of the baseplate and the composite stiffness under baseplate during imposing the installation torque of anchor bolts and the train load. Secondly, mechanical testing machine is used to test the deformation and composite stiffness of DZ Ⅲ fastener system in the real service state, and validate the theoretical model. Finally, the composite stiffness under baseplate of traditional and theoretical calculation models are calculated in different installation conditions (bolt torque) and baseplate design parameters (thickness and bolt distance), and the design error variation of traditional calculation model under different design baseplate parameters is summarized. The comparative analysis shows that, due to neglecting the iron baseplate deformation and nonlinear elasticity under baseplate, the traditional calculation model has a design error range of 37.75%－94.27% within the installation torque range (150－250 N?m), which fails to meet the error requirements of engineering design. The maximum error of the proposed theoretical calculation model is only 2.91%, which meets the requirements of engineering design. When the thickness of the iron baseplate is low or the bolt spacing is wide, the difference between the actual deformation of the iron baseplate and the calculation assumptions in the traditional calculation model will magnify, and the design error of the traditional calculation model will be further increased. |
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