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本文简述了润杨大桥K1标段预应力筋张拉、压浆的工艺控制,并从理论上与施工工艺上论述如何保证张拉及压浆质量。
This article briefly describes the process control of tensioning and grouting prestressing tendons of K1 section of Runyang Bridge and discusses how to ensure the quality of the tensioning and grouting theoretically and constructionally.