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基于钢筋混凝土模型试验理论 ,对大坝内泄水孔的孔口结构受力性能进行了微混凝土模型试验 ,证明此类大体积混凝土结构按应力图形进行配筋是可靠的 .与混凝土原型结构试验成果相对比 ,说明了微混凝土结构模型试验技术是可行的
Based on the theory of reinforced concrete model tests, microcavity model tests on the mechanical properties of the orifice structure of the drainage holes in the dam are carried out, and it is proved that the reinforcement of such large-volume concrete structures according to the stress graph is reliable. Compared with the concrete prototype structure test The relative result shows that the micro-concrete structure model test technology is feasible