导轨式胶轮系统高架线路互联互通方案研究
房霄虹张梦然李泽文
Research on Guideway Rubber-tyred System Elevated Line Interoperability Plan
FANG XiaohongZHANG MengranLI Zewen
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作者信息:中铁工程设计咨询集团有限公司， 100055， 北京
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Affiliation:China Railway Engineering Design and Consulting Group Co., Ltd., 100055, Beijing, China
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关键词:
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Key words:
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DOI:10.16037/j.1007-869x.2023.07.006
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中图分类号/CLCN:U442.55
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栏目/Col:研究报告
摘要:
目的：为继承和保持网络化互联互通运营的优势，实现线路和车辆等资源的充分利用和多向性客流需求的充分满足，同时解决高架线路立体交叉及立交设置联通线造成的空间占用和景观影响问题，在分析导轨式胶轮系统高架线路互联互通影响因素基础上，从配线、道岔、运营交路、车站布置及停站方案等方面综合构建了高架线路互联互通的平交实施方案。方法：针对不同的联通线设置和停站方案，明确提出了平交方案互联互通的作业流程，进行了典型案例互联互通能力计算，并根据计算结果给出不同互通需求下的停站方案建议：在两线间仅采用单象限双向互通时，建议采用路口前后站台均停车方案；在两线间采用对向的两象限四向互通时，仅在路口前停车方案在能力和速度保障上更有优势。结果及结论：通过了平交互联互通实施方案的搭建和能力检算，验证了导轨式胶轮系统高架线路互联互通平交实现的可行性，为后续实际工程中的互联互通设计和运营提供了理论支持和技术保障。
Abstracts:
Objective: To achieve the goals of inheriting and maintaining the advantages of networking interoperation, fully utilizing resources such as routes and vehicles, comprehensively satisfying the multi-directional passenger demands, and addressing the issues of space occupation and landscape impact caused by elevated line interchange and interoperation line setting, a level crossing interoperability implementation plan for elevated lines is comprehensively constructed from aspects such as auxiliary lines, turnouts, operational routing, station layout, and station stopping schemes through analyzing factors that affect the interoperability of guideway rubber-tyred system elevated lines. Method: For different interoperation line settings and station stopping schemes, the operational process for level crossing interoperability is distinctly proposed, and capacity calculations for interoperability in typical cases are conducted. Based on the calculation results, different station stopping scheme recommendations are given for different interoperability requirements: when one-quadrant two-way interoperability is designed for two lines, it is recommended to use the scheme of parking at platforms both before and after intersection; when diagonal two-quadrant four-way interoperability is designed for two lines, parking only at the platform before intersection has advantages in capacity and speed guarantees. Result & Conclusion: Finally, through the formulation of level crossing interoperability implementation plan and checking calculation of capacity, the feasibility of level crossing interoperability implementation on guideway rubber-tyred system elevated lines is verified, providing theoretical support and technical guarantee for the interoperability design and operation in subsequent practical engineering.
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