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本文简要总结在两个工程实例中应用微机控制无粘结预应力张拉的方法,并与常规无粘结预应力张拉工艺进行了对比分析。本文所述方法与结论对在建筑结构中推广使用无粘结预应力具有指导意义。
This paper briefly summarizes the application of computer-controlled unbonded prestressed tensioning method in two engineering examples, and compares it with conventional non-bonded prestressed tensioning technology. The methods and conclusions described in this paper have guiding significance for the promotion of the use of unbonded prestress in building structures.