This paper discusses the new deep precast, prestressed concrete girder sections that have been adopted as Washington State Department of Transportation (WSDOT) Standards. Members of the '/> New Deep WSDOT Standard Sections Extend Spans of Prestressed Concrete Girders
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New Deep WSDOT Standard Sections Extend Spans of Prestressed Concrete Girders

机译:新的WSDOT深标准截面扩大了预应力混凝土梁的跨度

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align="left">This paper discusses the new deep precast, prestressed concrete girder sections that have been adopted as Washington State Department of Transportation (WSDOT) Standards. Members of the Pacific? Northwest Precast/ Prestressed Concrete Institute, in cooperation with WSDOT and other affected support industries, developed sections that are deeper and will span further than previously available? WSDOT Standards. Wider spacings and fewer girder lines can also be used for spans in the range of previous WSDOT Standards. The sections are available in both single-piece, pretensioned and multiple- piece, post-tensioned segmental versions. This paper discusses practical considerations in developing the concrete outline, pretensioned span capabilities, and handling and shipping considerations. An? appendix section provides sample handling and shipping calculations for the longest girder section and highest level of pretensioning.?
机译:align =“ left”>本文讨论了已被采纳为华盛顿州交通运输部(WSDOT)标准的新型深层预制,预应力混凝土梁截面。太平洋成员?西北预制/预应力混凝土研究所与WSDOT和其他受影响的支持行业合作,开发了比以前更深,跨度更大的部分? WSDOT标准。在以前的WSDOT标准范围内的跨度也可以使用更大的间距和更少的大梁线。这些部分有单片,预张和多片,后张的分段版本。本文讨论了在开发混凝土轮廓,预张跨能力以及搬运和运输方面的实际考虑。一个?附录部分提供了最长的梁部分和最高水平的预张紧力的样品处理和运输计算。

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