FIELD: construction.
SUBSTANCE: in the proposed solution each rod of stressed high-strength reinforcement prior to stressing is pressed with traditional temporary external anchors and additional inner anchors arranged in a concrete body in close proximity to a slab edge. Availability of internal pressing anchors provides for additional fixation of stressed reinforcement in a concrete body after cutting of its external protrusions and prevents formation of radial cracks in concrete and slipping of stressed reinforcement relative to concrete at the moment of pre-stressing forces transfer from reinforcement to concrete.
EFFECT: creation of efficient structure of a prestressed reinforced concrete slab of a prefabricated aerodrome or road surface reinforced with high-strength stressed reinforcement and reduction of reinforcement consumption and slab cost.
3 cl, 3 dwg
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Authors
Dates
2012-11-27—Published
2011-04-29—Filed