0156 重庆融侨大道螺旋桥工程预应力施工方案

5 22.3 2.1 4 0.159 1.138 31.75948 6 25.0 2.1 0 0 0 0 GL1 型盖梁N2 型束钢束布管坐标表表3-6

N X Y N X Y N X Y 1 0.3 2.1 18 8.65 0.15 35 17.15 0.15 2 0.65 2.1 19 9.15 0.15 36 17.65 0.15 3 1.15 2.1 20 9.65 0.15 37 18.15 0.168 4 1.65 2.1 21 10.15 0.15 38 18.65 0.236 5 2.15 2.09 22 10.65 0.15 39 19.15 0.357 6 2.65 2.022 23 11.15 0.15 40 19.65 0.534 7 3.15 1.887 24 11.65 0.15 41 20.15 0.776 8 3.65 1.678 25 12.15 0.15 42 20.65 1.079 9 4.15 1.388 26 12.65 0.15 43 21.15 1.388 10 4.65 1.079 27 13.15 0.15 44 21.65 1.678 11 5.15 0.776 28 13.65 0.15 45 22.15 1.887 21

12 5.65 0.534 29 14.15 0.15 46 22.65 2.022 13 6.15 0.357 30 14.65 0.15 47 23.15 2.090 14 6.65 0.236 31 15.15 0.15 48 23.65 2.1 15 7.15 0.168 32 15.65 0.15 49 24.15 2.1 16 7.65 0.15 33 16.15 0.15 50 24.65 2.1 17 8.15 0.15 34 16.65 0.15 51 25.0 2.1

GL2 型盖梁N1 型束钢束几何要素表表3-7

N X Y R B T A 0.3 2.7 0 0 0 0 3.5 2.7 4 0.67 0.736 20.85446 9.8 0.3 8 1.34 1.472 20.85446 17.332 0.3 8 1.34 1.472 20.85446 23.632 2.7 4 0.67 0.736 20.85446 26.832 2.7 0 0 0 0 22

GL2 型盖梁N1 型束钢束布管坐标表表3-8

N X Y N X Y N X Y 1 0.3 2.7 20 9.566 0.484 39 19.066 0.961 2 0.566 2.7 3 1.066 2.7 4 1.566 2.7 5 2.066 2.7 6 2.566 2.7 7 3.066 2.689 8 3.566 2.619 9 4.066 2.482 10 4.566 2.294 11 5.066 2.103 12 5.566 1.913 13 6.066 1.722

21 10.066 0.391 22 10.566 0.331 23 11.066 0.303 24 11.566 0.3 25 12.066 0.3 26 12.566 0.3 27 13.066 0.3 28 13.566 0.3 29 14.066 0.3 30 14.566 0.3 31 15.066 0.3 32 15.566 0.3 40 19.566 1.151 41 20.066 1.342 42 20.566 1.532 43 21.066 1.722 44 21.566 1.913 45 22.066 2.103 46 22.566 2.294 47 23.066 2.482 48 23.566 2.619 49 24.066 2.689 50 24.566 2.7 51 25.066 2.7 23

14 6.566 1.532 33 16.066 0.303 52 25.566 2.7 15 7.066 1.342 34 16.566 0.331 53 26.066 2.7 16 7.566 1.151 35 17.066 0.391 54 26.566 2.7 17 8.066 0.961 36 17.566 0.484 55 26.832 2.7 18 8.566 0.772 37 18.066 0.61 19 9.066 0.610 38 18.566 0.772 GL2 型盖梁N2 型束钢束几何要素表表3-9

N X Y R B T A 1 0.3 2.1 0 0 0 0 2 3.0 2.1 4 0.159 1.138 31.75948 3 6.15 0.15 5 0.198 1.422 31.75948 4 20.982 0.15 5 0.198 1.422 31.75948 5 24.132 2.1 4 0.159 1.138 31.75948 6 26.832 2.1 0 0 0 0

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