根据我们的以及其他兄弟单位的试验研究资料,对钢丝网砂浆的机理和性能进行了分析,提出了不同的看法和结论。用本文所建立的公式,能够较好的符合试验资料。 其次,通过试验研究证明,在受挠构件中采用钢丝网、高强钢筋混合配筋的作法,可以直接在普通钢筋混凝土构件中使用高强钢筋,达到节约钢材的目的。 Based on the experimental research data of our and other fraternal units, the mechanism and performance of wire mesh mortar were analyzed, and different opinions and conclusions were put forward. Using the formulae established in this paper, it can better meet the test data. Secondly, through experimental research, it has been proved that the use of steel mesh and high-strength steel reinforcing bars in flexural members can directly use high-strength steel bars in ordinary reinforced concrete components, thus achieving the goal of saving steel materials.