BONDED, POST-TENSIONING AT BWI AIRPORT

This article discusses the unique design and construction aspects related to a new parking garage at Baltimore Washington International (BWI) Airport. Bonded, post-tensioned, cast-in-place concrete was selected in order to minimize joints and promote long-term durability. The post-tensioning system used was specifically chosen to minimize life-cycle maintenance costs. Bonded systems offer significant design advantages that lead to life-cycle savings. Hardened grout locks the movement of the post-tensioning strands to that of the surrounding concrete. Hence, the force in a bonded strand is a function of the deformation of the surrounding concrete. Bonded post-tensioning also has an inherent capacity to provide resistance to progressive collapse. The bonded post-tensioning system used in this project provides total encapsulation of the strands using a high-density plastic duct with watertight mechanical duct-to-anchorage couplers. Permanent end-caps are included to completely seal the anchorages and high-performance grout pumped through the tendons provides an additional layer of protection. When the project is completed in late 2003, more than 73,000 cubic yd of cast-in-place concrete will have been used to construct the foundations and superstructure during the fast-track construction cycle. Careful preplanning, preconstruction mockups and collaborative input by all project participants are considered the key success factors for this project.

Language

  • English

Media Info

  • Features: Figures; References; Tables;
  • Pagination: p. 105-110
  • Serial:
    • Concrete International
    • Volume: 25
    • Issue Number: 5
    • Publisher: American Concrete Institute (ACI)
    • ISSN: 0162-4075

Subject/Index Terms

Filing Info

  • Accession Number: 00942369
  • Record Type: Publication
  • Files: TRIS
  • Created Date: May 5 2003 12:00AM