The structurally-technological decision of reconstruction of road-transport bridge with precast-monolithic solid axle, slanting in a plan, slabs span structure, widening at a reconstruction the monolithic reinforced-concrete superimposed flag, is described. The results of tests of span structure before and after widening are given.
Reconstruction of reinforced-concrete slabs bridge, slanting in a plan, and results of his tests
published: 2019-08-02
Number: Issue 11(2009)
Section: Without a section
The page spacing of the article: 101-111
Keywords: solid axle reinforced-concrete slabs bridges, reconstruction, widening of span structure, full-size tests.
How to quote an article:
Viktor Kvasha, L. Saliychuk, V. Rashkevych, L. Semaniv Reconstruction of reinforced-concrete slabs bridge, slanting in a plan, and results of his tests. Dorogi і mosti [Roads and bridges]. Kyiv, 2009. 11. P. 101-111 [in Ukrainian]
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References
1. Предварительно напряженные пролетные строения пролетом 10-30 м. Научно-технический отчет по теме № 06-61 за 1961 год. – К.: Укрдортранс НИИ, 1961. – 384 с.
2. Салійчук Л.В., Кваша В.Г. Застосування клеєстержневих анкерів при реконструкції мостів. // Зб. Дороги і мости. – Вип. 9. – К.: ДерждорНДІ, 2008. – С. 220-227.
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