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Movement of Slab Reinforcements during Bridge Deck Construction
The Colorado Department of Highways and others have experienced for several years the problem of bridge deck reinforcing steel finally positioned as little as 1/2 inch below the deck surface although planned depth was 1 1/2 inch or more. Floating or climbing of the steel during the deck pour phase was frequently discussed by design and construction personnel as the probable cause. The research reported was undertaken to establish the factor(s) contributing to this undesirable condition.
Movement of Slab Reinforcements during Bridge Deck Construction
The Colorado Department of Highways and others have experienced for several years the problem of bridge deck reinforcing steel finally positioned as little as 1/2 inch below the deck surface although planned depth was 1 1/2 inch or more. Floating or climbing of the steel during the deck pour phase was frequently discussed by design and construction personnel as the probable cause. The research reported was undertaken to establish the factor(s) contributing to this undesirable condition.
Movement of Slab Reinforcements during Bridge Deck Construction
L. B. Steere (Autor:in)
1981
91 pages
Report
Keine Angabe
Englisch
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