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观音阁 RCD 砼浇筑时分仓次采用顺坝轴向碾压,但在1992年施工中也尝试了垂直坝轴碾压。对垂直坝轴碾压与平行坝轴碾压的有利因素和不利因素进行了对比分析、论证。认为垂直坝轴碾压是可行的。
Guanyin Pavilion RCD concrete pouring time points with the Shun arch axial rolling, but in 1992 the construction of the vertical dam axis also tried rolling. The favorable factors and unfavorable factors of vertical dam shaft rolling and parallel dam shaft rolling are compared and analyzed. Vertical dam axis that is feasible.