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通过悬吊模板法对董箐水电站溢洪道控制段闸墩压板的施工,经过分析计算后认为采用贝雷梁反吊模板法施工大体积、高悬空、大跨度的混凝土板梁结构有较好的安全性和经济性。
Through the suspension formwork method, the construction of pier piers in spillway control section of Dongliu Hydropower Station is analyzed and calculated, and it is considered that the construction of large-volume and high-hanging-span and long-span concrete slab beams with Bereville anti-hanging formwork method is safe Sexual and economic.