T structure closure pouring method for mountainous-area high-pier large-span continuous rigid-frame bridge
The invention discloses a T structure closure pouring method for a mountainous-area high-pier large-span continuous rigid-frame bridge. Before T structure closure pouring, weights are loaded at the cantilever ends of T structures to enable the cantilever ends of the two sides of T structure mid-span...
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Main Authors | , , , , , , , , |
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Format | Patent |
Language | Chinese English |
Published |
14.07.2017
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Subjects | |
Online Access | Get full text |
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Summary: | The invention discloses a T structure closure pouring method for a mountainous-area high-pier large-span continuous rigid-frame bridge. Before T structure closure pouring, weights are loaded at the cantilever ends of T structures to enable the cantilever ends of the two sides of T structure mid-span enclose sections to generate large longitudinal horizontal displacement towards to the two side-span directions so as to compensate shrinkage and creep and horizontal displacement generated due to later-period whole temperature reduction; the high-pier large-span characteristics are combined, adverse influence, on the continuous rigid-frame bridge internal force and deflection, of concrete shrinkage, creep and the temperature effect which are caused due to the effect of long-term load is reduced, and mid-span mid span bottom bending caused due to the influence of concrete shrinkage and creep is avoided; and weight bodies can obtain materials from local sources, pushing is not needed, simple and feasible effects ar |
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Bibliography: | Application Number: CN201710327304 |