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Curved precast prestressed concrete girder bridges.

机译:弯曲的预制预应力混凝土箱梁桥。

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摘要

Precast concrete stringer type girders for curved bridges can be a viable alternative to traditional curved steel girders and cast-in-place post-tensioned concrete box girders. This relatively new technology has already been implemented in Pennsylvania, Nebraska, and Colorado and is being considered in Florida, Texas and other locations. Despite the fact that it has been shown to be competitive with conventional curved bridge superstructures, the author believes that significant simplifications can still be achieved.;A new system is introduced to frame curved bridges utilizing precast prestressed concrete girders. The new system is proposed to be competitive to the existing precast concrete and steel systems. The main feature introduced here for the first time is use of relatively short (40-ft.) girder segments in a straight line precasting facilities. The segments are then joined and post-tensioned to form "curved" girder. In most applications, even for relatively sharp curvatures, the visual impact of deviation of these chords from a true curve in minimal. It is shown that there are cost advantages over existing systems. Another feature of the proposed system is utilizing for the first time the most cost-effective standard I-girder shape for sharp curvature. The forms can be used repeatedly in straight-line prestressing beds, which results in economical production. A full span can be assembled on the ground and post-tensioned before the full span girder is shipped and erected. The construction steps of the proposed system follow the same construction sequence for straight bridge girders. With these improvements, precast concrete would be the most dominant system for curved bridges.;This dissertation gives a complete system description, construction stage considerations, analysis and design methodology, and experimental investigations. Design methodology is outlined to consider the effects of warping torsional stresses. Furthermore, a design example for a two-span bridge with sharp curvature is being designed and detailed. This information can be a guide for bridge designers to design and detail curved concrete bridges considering the advantages of new system.
机译:弯曲桥梁的预制混凝土纵梁型梁可以替代传统的弯曲钢梁和现浇后张法混凝土箱形梁。这项相对较新的技术已经在宾夕法尼亚州,内布拉斯加州和科罗拉多州实施,并且正在佛罗里达州,德克萨斯州和其他地区进行考虑。尽管事实证明它与传统的弯桥上部结构具有竞争性,但作者认为仍然可以实现显着的简化。;采用预制的预应力混凝土梁,将新的系统引入框架弯桥中。提议新系统与现有的预制混凝土和钢系统相比具有竞争力。此处首次介绍的主要功能是在直线预制设备中使用相对较短(40英尺)的梁段。然后将这些段连接起来并进行后张以形成“弯曲”梁。在大多数应用中,即使对于相对尖锐的曲率,这些和弦偏离真实曲线的视觉影响也很小。结果表明,与现有系统相比,存在成本优势。所提出的系统的另一个特征是首次利用最具成本效益的标准I型梁形状来获得急剧的曲率。这些模板可以在直线预应力床中重复使用,从而实现了经济的生产。在运输和竖起全跨度梁之前,可以在地面上组装全跨度并进行后张紧。拟议系统的建造步骤遵循直桥大梁的相同建造顺序。通过这些改进,预制混凝土将成为弯曲桥梁中最主要的系统。本论文给出了完整的系统描述,施工阶段考虑,分析和设计方法以及实验研究。概述了设计方法,以考虑扭曲应力的影响。此外,正在设计和详细说明曲率大的两跨桥的设计实例。考虑到新系统的优势,该信息可以为桥梁设计者设计和细化弯曲混凝土桥梁提供指导。

著录项

  • 作者

    Alawneh, Musa.;

  • 作者单位

    The University of Nebraska - Lincoln.;

  • 授予单位 The University of Nebraska - Lincoln.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2013
  • 页码 358 p.
  • 总页数 358
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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