整体式桥台曲线箱梁受力性能与设计理论研究
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摘要
整体式桥台曲线箱梁是传统曲线箱梁采用整体式桥台设计理念后得到的一种新型桥梁结构。为了解该类桥型的受力性能、论证其应用的可行性并为工程设计提供指导，本文首次进行了整体式桥台曲线箱梁的混凝土模型试验、受力性能及核心设计问题研究，为实际工程应用打下基础。本文的主要工作与研究成果有：
1.设计了模拟整体式桥台曲线箱梁台后及桩后土压力的试验加载系统，开展了该类桥型与传统连续曲线箱梁、连续刚构曲线箱梁的模型对比试验，指出三者受力性能的差异，并进行了整体式桥台曲线箱梁的极限承载力试验，研究发现该桥型破坏时可能先发生桥台的强度极限破坏或桩基的局部压曲破坏而区别于传统桥型主梁先破坏的模式，提出了相应的设计建议。
2.提出了基于ANSYS程序及COM624P V2.0专用程序的整体式桥台曲线箱梁有限元计算方法，为该类桥型的结构分析提供了有效手段。
3.以4×25m的传统连续曲线箱梁为原型进行了整体式桥台曲线箱梁的试设计，建立了两者的基准有限元模型。计算表明，整体式桥台曲线箱梁有着良好的受力性能，具有工程应用前景，且两种桥型的受力性能（弯矩、扭矩、挠度、主梁径向位移等）具有明显差异。
4.在参数敏感性分析的基础上，总结提出荷载与约束参数中正负温差变化、台后及桩侧土的类型以及结构几何参数中圆心角、桥长、桥面宽度、桥台高度、桩长、桩基朝向等是影响整体式桥台曲线箱梁受力性能的主要影响因素，并对参数合理取值范围提出建议，为工程实践提供设计依据。
5.从端部约束条件发生不良变化的角度出发，解释了某曲线桥发生温度滑移破坏的成因和机理，分析了整体式桥台结构对抑制类似破坏的可行性和有效性，为避免类似破坏及发生事故后的加固改建提供了一种新的思路和结构方案。同时，也表明整体式桥台曲线箱梁有着更为广阔的应用空间。
6.对整体式桥台曲线箱梁概念设计中若干核心问题进行研究，提出了主要设计参数及合理的设计方法与过程，为实桥应用和相关设计指南的编制提供参考。
The integral abutment curved box bridge (IACBB) is an innovative structurebased on the design concept of applying integral abutments to conventional curvedbox bridge. In this paper, the study on the concrete model test, mechanical behaviors,and core design details of IACBB were carried out for the first time in order tounderstand the mechanical behaviors of IACBB and demonstrate the feasibility ofengineering application of IACBB, providing guidance for engineering design. Theresults of research layed the foundation for engineering application. The mainresearch work and results were described as the followings:
1．The experiment system was designed to simulate the soil pressure behindabutments and around piles of IACBB. Study on the model contrast tests of IACBB,conventional curved box bridge and curve rigid frame box–girder bridge were carriedout, the difference on the loaded behavior of the three structure were pointed out. Theresults of the test of ultimate bearing capacity of IACBB indicated that the failuremode of IACBB was different from the failure type of conventional bridge because itmay occur ultimate strength failure of abutments or local compression-bendingfailure of piles firstly, the corresponding design recommendations being put forward.
2．Under the environment of general purpose program ANSYS and specialprogram COM624P V2.0, the finite element method for analyzing IACBB wasproposed and could become an effective method for the analysis of the innovativestructure.
3. Taking a conventional curved box bridge with spans of4×25m as theprototype, the trial design on IACBB was presented and the baseline FE model of thetwo structure was made. The compute results indicated that the IACBB had excellentmechanical behaviors and potential prospect for engineering application. The twotype of bridge had obvious difference in mechanical behaviors (such as moment,torque, deflection and radial displacement of girder, etc).
4．Based on the sensitivity analysis of parameter, important influencing factors on mechanical behaviors of IACBB were identified with temperature transformation,soil type behind abutment and around piles in load and restriction parameter andcentral angle, bridge length, bridge width, abutment height, pile length, pileorientation in structure geometry parameter. Furthermore, the suggestion aboutreasonable value range of parameter were put forward. The results of research shouldprovide design basis for engineering practice.
5. From the view of the adverse changes in constraints condition at girder fringe,the cause and mechanism of slippage wreck of a certain bridge was illuminated andthe feasibility and validity of the integral abutment structure restrain similar wreckwere analyzed. The results of research provided a innovative idea and structureproject to avoid the similar wreck and to reinforce and rebuild the destroyed structure.Furthermore, it indicated that the IACBB had more widely application space.
6. Research on the core details of conceptual design of IACBB, primary designparameter and reasonable design method and process were put forward. The resultsof study should provide reference for the application of actual bridge and thepreparation of design guidelines of IACBB.
1.设计了模拟整体式桥台曲线箱梁台后及桩后土压力的试验加载系统，开展了该类桥型与传统连续曲线箱梁、连续刚构曲线箱梁的模型对比试验，指出三者受力性能的差异，并进行了整体式桥台曲线箱梁的极限承载力试验，研究发现该桥型破坏时可能先发生桥台的强度极限破坏或桩基的局部压曲破坏而区别于传统桥型主梁先破坏的模式，提出了相应的设计建议。
2.提出了基于ANSYS程序及COM624P V2.0专用程序的整体式桥台曲线箱梁有限元计算方法，为该类桥型的结构分析提供了有效手段。
3.以4×25m的传统连续曲线箱梁为原型进行了整体式桥台曲线箱梁的试设计，建立了两者的基准有限元模型。计算表明，整体式桥台曲线箱梁有着良好的受力性能，具有工程应用前景，且两种桥型的受力性能（弯矩、扭矩、挠度、主梁径向位移等）具有明显差异。
4.在参数敏感性分析的基础上，总结提出荷载与约束参数中正负温差变化、台后及桩侧土的类型以及结构几何参数中圆心角、桥长、桥面宽度、桥台高度、桩长、桩基朝向等是影响整体式桥台曲线箱梁受力性能的主要影响因素，并对参数合理取值范围提出建议，为工程实践提供设计依据。
5.从端部约束条件发生不良变化的角度出发，解释了某曲线桥发生温度滑移破坏的成因和机理，分析了整体式桥台结构对抑制类似破坏的可行性和有效性，为避免类似破坏及发生事故后的加固改建提供了一种新的思路和结构方案。同时，也表明整体式桥台曲线箱梁有着更为广阔的应用空间。
6.对整体式桥台曲线箱梁概念设计中若干核心问题进行研究，提出了主要设计参数及合理的设计方法与过程，为实桥应用和相关设计指南的编制提供参考。
The integral abutment curved box bridge (IACBB) is an innovative structurebased on the design concept of applying integral abutments to conventional curvedbox bridge. In this paper, the study on the concrete model test, mechanical behaviors,and core design details of IACBB were carried out for the first time in order tounderstand the mechanical behaviors of IACBB and demonstrate the feasibility ofengineering application of IACBB, providing guidance for engineering design. Theresults of research layed the foundation for engineering application. The mainresearch work and results were described as the followings:
1．The experiment system was designed to simulate the soil pressure behindabutments and around piles of IACBB. Study on the model contrast tests of IACBB,conventional curved box bridge and curve rigid frame box–girder bridge were carriedout, the difference on the loaded behavior of the three structure were pointed out. Theresults of the test of ultimate bearing capacity of IACBB indicated that the failuremode of IACBB was different from the failure type of conventional bridge because itmay occur ultimate strength failure of abutments or local compression-bendingfailure of piles firstly, the corresponding design recommendations being put forward.
2．Under the environment of general purpose program ANSYS and specialprogram COM624P V2.0, the finite element method for analyzing IACBB wasproposed and could become an effective method for the analysis of the innovativestructure.
3. Taking a conventional curved box bridge with spans of4×25m as theprototype, the trial design on IACBB was presented and the baseline FE model of thetwo structure was made. The compute results indicated that the IACBB had excellentmechanical behaviors and potential prospect for engineering application. The twotype of bridge had obvious difference in mechanical behaviors (such as moment,torque, deflection and radial displacement of girder, etc).
4．Based on the sensitivity analysis of parameter, important influencing factors on mechanical behaviors of IACBB were identified with temperature transformation,soil type behind abutment and around piles in load and restriction parameter andcentral angle, bridge length, bridge width, abutment height, pile length, pileorientation in structure geometry parameter. Furthermore, the suggestion aboutreasonable value range of parameter were put forward. The results of research shouldprovide design basis for engineering practice.
5. From the view of the adverse changes in constraints condition at girder fringe,the cause and mechanism of slippage wreck of a certain bridge was illuminated andthe feasibility and validity of the integral abutment structure restrain similar wreckwere analyzed. The results of research provided a innovative idea and structureproject to avoid the similar wreck and to reinforce and rebuild the destroyed structure.Furthermore, it indicated that the IACBB had more widely application space.
6. Research on the core details of conceptual design of IACBB, primary designparameter and reasonable design method and process were put forward. The resultsof study should provide reference for the application of actual bridge and thepreparation of design guidelines of IACBB.
引文
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