Пролетные строения мостов с гофрированными металлическими стенками

Пролетные строения мостов с гофрированными металлическими стенками

Автор: Лукин Алексей Олегович, Суворов Александр Анатольевич

Журнал: Строительство уникальных зданий и сооружений @unistroy

Статья в выпуске: 2 (41), 2016 года.

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В статье рассмотрено конструктивное решение при проектировании сталежелезобетонных и металлических мостов, основанное на применении металлических гофрированных стенок. Проведен анализ отечественной и зарубежной литературы. Дана классификация мостов с гофрированными стенками. Рассмотрены дальнейшие перспективы развития. По результатам анализа можно сделать основной вывод: применение гофрированных стенок в сталежелезобетонных пролетных строениях повышает эффективность применения предварительно напряженного железобетона и снижает металлоемкость мостовой конструкции на 15-25%, а трудозатраты на 15-20%; в стальных пролетных строениях позволяет повысить устойчивость стенки на 20-25%, что дает преимущество при изготовлении и монтаже. Мостовые пролетные строения с применением гофрированных стенок соответствуют критериям жесткости и несущей способности строительных конструкций, что позволяет активно применять такие конструктивные решения при различных условиях работы под нагрузкой. Большие объемы строительства подтверждают актуальность данной тематики для исследования.

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Сталежелезобетонный мост, стальной мост, гофрированная стенка, предварительно напряженный железобетон, гофрирование, конструктивная схема, анализ

Короткий адрес: https://sciup.org/14322313

IDR: 14322313

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