适筋化拱型桥面连续结构设计与分析OA
目前公路桥梁工业化建造大规模使用预制砼梁桥并采用简支桥面连续结构,该研究以提高桥面连续结构耐久性为目标,综合考虑施工便捷性与经济性,提出一种新型的桥面连续结构.该文运用 ANSYS 数值模拟的方法建立 T梁及桥面连续的实体有限元模型,并通过车道荷载、温度作用、邻墩不均匀沉降等 9 种工况下的受力对比分析,验证适筋化拱型桥面连续结构相较于刚接式桥面连续结构的优越性.该研究创新之处在于项目团队在广泛调研桥面连续施工痛难点的基础上,设计的适量化配筋的新型桥面连续结构可较好地适配实际工程预制梁板常用的梁端构造,同时改善拱型桥面连续过度机构化问题,且工程造价较低,为桥梁工程师提供新型桥面连续结构设计方案.
At present,the industrial construction of highway bridges uses prefabricated concrete beam bridges on a large scale and adopts simple supported bridge deck continuous structures.This research aims to improve the durability of the continuous bridge deck structure,comprehensively considers construction convenience and economy,and proposes a new type of bridge deck continuous structure.In this paper,ANSYS numerical simulation method is used to establish a solid finite element model of T-beam and bridge deck continuity,and through comparative analysis of forces under nine working conditions such as lane load,temperature effect,and uneven settlement of adjacent piers,the advantages of the reinforced arched bridge deck continuous structure compared with the rigid connected bridge deck continuous structure are verified.The innovation of this research is that based on extensive investigation of the difficulties and difficulties of continuous bridge deck construction,the project team designed a new bridge deck continuous structure with appropriate reinforcement can better adapt to the beam end structure commonly used in prefabricated beams and slabs in actual projects.At the same time,it improves the problem of continuous over-institutionalization of arched bridge deck,and the project cost is low,providing bridge engineers with a design plan for a new bridge deck continuous structure.
朱豪军;褚晶磊;周楚佳;陈维晃;方子明
浙江公路水运工程咨询集团有限公司,杭州 310000浙江建设职业技术学院,杭州 310000浙江数智交院科技股份有限公司,杭州 310000浙江公路水运工程咨询集团有限公司,杭州 310000浙江公路水运工程咨询集团有限公司,杭州 310000
交通工程
拱型桥面连续适筋化多工况分析数值模拟T梁新型设计
continuous arched bridge deckreinforcementmulti-case analysisnumerical simulationT-beamnew design
《科技创新与应用》 2026 (16)
45-49,5
浙江省交通运输科学研究院2024年度第一批自主研发项目(ZK202416)
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