Research Article
Jun 1975
Fort St. Vrain PCRV Bottom Head Construction
Publication: Journal of the Construction Division
Volume 101, Issue 2
Abstract
A construction technique, which required precise design of temporary handling equipment and support structures, is described. The technique involved yard assembly and move-in of the Prestressed Concrete Reactor Vessel bottom head assembly. Design of all move-in and temporary support equipment was in accordance with stringent deflection and final position tolerances. The parallel yard assembly of the bottom head and construction of the PCRV support ring in the building structure resulted in a critical path schedule savings of approximately 7 months. All temporary handling equipment and support structures performed as designed, and all as-built dimensions were within specification tolerances.
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Information
Published In
Journal of the Construction Division
Volume 101 • Issue 2 • June 1975
Pages: 391 - 402
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Jun 1975
Published online: Feb 11, 2021
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Authors
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Hughas M. G. Nerses
Prin. Struct. Engr., Ebasco Services Inc., New York, N.Y.
Clyde B. Tatum, M.ASCE
Construction Engr., Ebasco Services Inc., New York, N.Y.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.