基于几何控制法的钢箱梁制造尺寸计算
李立峰,郑舜航,李积泉,路云强,蒋启昊

Calculation of manufacturing dimensions of steel box girders based on geometric control method
Li-feng LI,Shun-hang ZHENG,Ji-quan LI,Yun-qiang LU,Qi-hao JIANG
表 2 吊装时主梁形心轴变形增量
Tab.2 Deformation of central shaft of main beam during lifting
典型工序 Δua/mm Δub/mm Δuc/mm Δud/mm Δva/mm Δvb/mm Δvc/mm Δvd/mm βa/(°) βb/(°) βc/(°) βd/(°)
0.0 −16.2 −16.1 0.0 0.0 +42.9 −61.4 0.0 −0.064 −0.072
−22.4 +35.9 +32.1 0.0 −98.8 −130.9 +86.3 0.0 −0.129 +0.138 +0.074
+6.1 +5.9 +6.8 0.0 −5.9 −14.1 +27.1 0.0 +0.042
−22.8 −24.2 −25.1 +13.1 +22.2 +49.3 −102.8 −79.7 −0.112 +0.108