神仙河大桥.qlt

来自「毕业设计」· QLT 代码 · 共 2,024 行

QLT
2,024
字号
,墩盖梁*6.52*2003年12月16日,,,,,,桥型图*6.52*2003年10月16日
 
神仙河大桥
90,0,7,1,1,0,桩柱接盖梁,,,,,,,,,,,,,0,0.02,桥面为单向坡

 
 
2
 
 
0.02,0.02,0.02,0.02,0.02,0.02,0.02,0.02,,,,,0.02
,,-0.02
 
 
 
 
 
,30
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
,,30
,,,,30,,,30
,,,,30
,,,,30
,,,,25,,,,25
,,25
 
 
 
 
 
 
 
 
 
 
 
 
 
1
10.75,10.75
0.5
0
0
0
0
0.75
 
 
 
0
0
汽车-超20级
挂车-120
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 





 
 
,,40,40,40,40,40,40,40.144,40.146,40.146,40.144,40.144,40.144
,,,,39.2,39.2,,39.2,39.2
,0.4,0.4,0.4,0.4,0.4,0.4,0.4,,,,,0.4
0.4,,0.4,0.4,0.4,0.4,0.4,0.4,,,,,0.4
,,,,-1,,,-1
,,,,-1,,,-1
 
 
 
,,,,0,,,-1
 
,,,,2,,,2
,,,,4,,,4




 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 




 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 



 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
,,,,0,,0,0
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
,,0.4,0.4,0.4,0.4,0.4,0.4,,,,,0.4
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
扩基U型桥台,扩基U型桥台,桩柱接盖梁,桩柱接盖梁,桩柱接盖梁,桩柱接盖梁,桩柱接盖梁,桩柱接盖梁,,,,,桩柱接盖梁
 
1,,,,,,,,,,,,,,,,,,,,,1,,3
 
 
 
0.1,0.1,0.1,0.1,0.1,0.1,0.1,0.1,,,,,0.15
 
 
0.1,0.1,0.1,0.1,0.1,0.1,0.1,0.1,,,,,0.15
0.6,0.6,0.6,0.6,0.6,0.6,0.6,0.6,,,,,0.4
0.6,0.6,0.6,0.6,0.6,0.6,0.6,0.6,,,,,0.4
两侧设置,两侧设置,两侧设置,两侧设置,两侧设置,两侧设置,两侧设置,两侧设置,,,,,两侧设置
0.3,0.3,0.3,0.3,0.3,0.3,0.3,0.3,,,,,0.3
0.5,0.5,0.5,0.5,0.5,0.5,0.5,0.5,,,,,0.6
,,矩形截面,矩形截面,矩形截面,矩形截面,矩形截面,矩形截面,矩形截面,矩形截面,矩形截面,矩形截面,矩形截面,矩形截面,矩形截面,矩形截面,矩形截面
12.25,12.25,10.8,10.8,10.8,10.8,10.8,10.8,,,,,10.8
,,1.5,1.5,1.5,1.5,1.5,1.5,,,,,1.2
,,-1,-1,-1,-1,-1,-1,,,,,-1
,,0.8,0.8,0.8,0.8,0.8,0.8,,,,,0.9
0.4,0.4,1.8,1.8,1.8,1.8,1.8,1.8,,,,,1.8
1.2,1.2,2,2,2,2,2,2,,,,,2
,,0,0,0,0,0,0,,,,,0.03
 
 
 
 
 
 
 
,,圆形截面,圆形截面,圆形截面,圆形截面,圆形截面,圆形截面,圆形截面,圆形截面,圆形截面,圆形截面,圆形截面,圆形截面,圆形截面,圆形截面,圆形截面
,,2.8,,,,,2.8
,,6,,,,,3.05
,,1.8,1.8,1.8,1.8,1.8,1.8,,,,,1.8
,,2,2,2,2,2,2,2,2,2,2,2,2,2,2,2
5,5,5,5,6,6,6,6,0,0,0,0,21
 
 
 
 
 
 
 
 
,,5.5,5.5,5.5,5.5,5.5,5.5,,,,,6.4
,,,,,,,1.9
,,,,,,,1
,,,,,,,1
,,,,,,,1
 
 
 
 
齐平,齐平,齐平,齐平,齐平,齐平,齐平,齐平,,,,,齐平
0,0,0,0,0,0,0,0,,,,,0
0,0,0,0,0,0,0,0,,,,,0
0.1,0.1,0.08,0.08,0.08,0.08,0.08,0.08,,,,,0.08
 
6.25,6.25,6.25,6.25,6.25,6.25,6.25,6.25,,,,,6.55
 
 
,,6.5
,,6.5
,,2.5
,,2,,,,,,2
 
 
 
,,0,0,0,0,0,0,,,,,1.2
,,,,1.6,1,1,,,,,,1
,,双排桩,,,,,,双排桩
,,2.0,2.0,2.0,2.0,2.0,2.0,1.5,,,,2
,,100,100,100,100,100,100,16,,,,28
 
,,4
,,圆形截面,圆形截面,圆形截面,圆形截面,圆形截面,圆形截面,,,,,圆形截面
 
 
 
 
2,2
1,1
0.5,0.5
0,0
 
0.5,0.5
00,00
 
0.5,0.5
0.50,0.50
 
0.5,0.5
0,0

0.5,0.5
0,0

 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
,,10.8
,,1.8
 
,,1

 
 
 
 
 
 
 
 
,,6.55
,,-1
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
,,0,0,0,0,0,0,,,,,0
,0,0,0,400,0,0,0,0,0,0,0,0,0,0,0,0
 
,,0,0,0,0,0,0,0
,,Ⅱ级钢筋
,,12
 
 
 
 
 
 
,,0,0,0,0
,,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋
,,,,22
,,,,0.1
,,,,10
,,,,10
 
 
 
 
,,0,0,0,0,0,0,0,0,0,0,0
 
 
,,,,Ⅰ级钢筋,,,,Ⅰ级钢筋
,,,,8,,,,8
,,0,0,0,0,0,0,0,0,0,0,0
 
 
 
 
,,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋
,,,,25
,,,,0.065
,,,,55
,,,,17.7
,,,,0
,,,,15,,,,12
,,内侧,内侧,内侧,内侧,内侧,内侧,内侧,内侧,内侧,内侧,内侧,内侧
,,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋
,,,,25
,,,,0
,,,,0
,,,,要,要,要,要,要,要,要,要,要,要
,,,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋
,,,,16
,,不要,不要,要,不要,不要,不要,不要,不要,不要,不要,不要,不要
,,,,10
,,,,100
,,,,100
,,,,150
,,,,0.1
 
,,,,,,,,10
,,,,,,,,0.1
 
 
 
 
 
 
,,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0
,,Ⅱ级钢筋,,Ⅱ级钢筋
,,,,25
,,,,0.04
,,,,55
,,,,0.2,,,,0.2
,,双面焊,,双面焊,双面焊,双面焊,双面焊,双面焊,双面焊,双面焊,双面焊,双面焊,双面焊
,,Ⅱ级钢筋,,Ⅱ级钢筋
,,,,25
 
 
,,,,1.2
,,,,0.05


,,,,1.2
,,,,0.1
,,,,,,,,1.2
,,,,,,,,0.05
,,0,0,0,0,0,0,0,0,0,0,0
 
 
 
 
 
,,0,0,0,0,0,0,0
,,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋
,,22
,,0.05
,,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋,Ⅱ级钢筋
,,25
,,0.25
,,0.2
,,0.05
,,0.15
 
 
 
 
 
,,,,0,0,0,0,0,0,0,0,0,0
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
,,,,,,,,,,,,,,1.5,0.75,0.2,0,0,0,0
1,0.5,2.28,,,,,,0.09,0.5,2.28,,,,1.5,0.75,0.2,0,0,0,0
 
 
 
,10,10.75,0.35,0.09,不要
0,Ⅱ级钢筋,,Ⅱ级钢筋,,Ⅱ级钢筋,,Ⅱ级钢筋,,,,,,不要
0,Ⅱ级钢筋,22,Ⅱ级钢筋,16,Ⅱ级钢筋,22,Ⅱ级钢筋,16,0.2,0.2,0.05,0.05,不要
0,圬工材料,0.5,1.2,0.1,0.1,0.3,2.28,0.4,0.36,0,3,0,,,,6,0.5,0,0.000,1,4,3,圬工材料
0,圬工材料,0.5,1.2,0.1,0.1,0.3,2.28,0.4,0.36,0,3,0,,,,6,0.5,0,0.000,1,4,3,圬工材料
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
,300,绘全图,1,0,1240,1380,0,12,1,无被交路,双幅桥,蓝田,商州,左幅桥,1,1.5,,0.25,0
2,6
3,3,4,3
1,1,1,1
2,2,2,2
0.14,0.14,0.14,0.14
 
 
 
2,0,0
3,6,3
箱型梁,箱型梁,箱型梁
 
 
 
 
 
 
241.8,无,,设计水位
13,31,31,3
1040,249.1,43003,738.75,43003,720.05,720,256.54,8000
1070,246.6,43020,718.50,43010,704.95,1130,247.93,4500
1100,245,43027,702.36,43022,704.21,1670,253.87,0
1140,240.8,43040,702,43026,694.11
1170,240,43042,695.03,43052,684.00
1200,240,43067,685.61,43068,684.8
1220,240.1,43075,684.50,43084,684.6
1260,239.7,43100,684.85,43090,686.5
1265,239,43110,685.20,43112,699.17
1300,239,43123,685.90,43133,704.56
1320,240.2,43128,692.40,43148,713.81
1340,242,43150,693.50,43163,720.11
1385,246,43170,697.70,43177,727.36
43275,688.17,43190,684.50,43200,710.92
43305,688.18,43210,685,43218,694.47
43340,688.78,43230,687.84,43240,689.74
43382,688.78,43258,688.06,43273,690.95
43400,693.33,43276,688.54,43300,693.41
43425,701.1,43300,688.61,43320,690.8
43443,702.29,43320,688.79,43340,689.16
43445,702.48,43345,694.80,43365,689.15
43471,724.88,43375,693.84,43370,688.74
43496,732.89,43400,700.52,43395,688.45
,,43423,701.30,43416,690.07
,,43425,701.30,43450,702.49
,,43430,715.50,43461,703.27
,,43466,734.86,43465,705.89
,,43480,735.95,43476,715.05
,,43490,738.50,43493,726.54
,,43500,747.85,43498,732.21
,,43513,764.82,43503,736.26
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
,4,1,,0.02,2,,1,1,12,0.25,0.27,0.27,0,0,0.25,0.08,0.14,0.6,2,0.35,0
,4,1,,0.02,2,,1,1,12,0.25,0.17,0.17,0,0,0.25,0.08,0.14,0.6,2,0.35,0
,4,1,,0.02,2,,1,1,12,0.25,0.17,0.17,0,0,0.25,0.08,0.14,0.6,2,0.35,0
 
 
0.02,-0.02,,,,0.8,0.3,0.5,0.8,0.35,0.12,0.25,墙式护栏,,,波型梁护栏,0.2
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
0.2,0.20,,,1
 
 
,,,,Ⅱ级钢筋,,,Ⅱ级钢筋
,,,,28,,,28
,,,,Ⅰ级钢筋,,,Ⅰ级钢筋
,,,,10,,,10
,,,,Ⅰ级钢筋,,,Ⅰ级钢筋
,,,,10,,,10
,,,,0.05,,,0.05
,,,,0.05,,,0.05
,,,,0,,,4
,,,,0,,,4
,,,,1.15,,,1.15
,,,,0.25,,,0.25
,,,,27
,,,,9
,,,,13
,,,,5
,,,,3
,,,,30
,,,,60
,,,,100











 
 
 
 
,,,,3
,,,,35
,,,,85
,,,,135











 
 
 
 
 
,,,,3
,,,,30
,,,,80
,,,,130
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
,,,,3
,,,,30
,,,,80
,,,,130
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
,,,,0
,,,,0
,,,,0
,,,,0
,,,,0
,,,,0
,,,,3
 
 
 
,,,,3
,,,,2.7
,,,,0
,,,,0
,,,,0
,,,,11
,,,,12
 
 
 
 
 
 
 
 
 
 
 
 
,,,,146
,,,,78
,,,,11
 
 
 
 
 
 
 
 
 
 
 
 
,,,,146
,,,,78
,,,,11
 
 
 
 
 
 
 
 
 
 
 
 
,,,,146
,,,,78
,,,,11
 
 
 
 
 
 
 
 
 
 
 
 
,,,,146
,,,,78
,,,,11
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
,,,,3
,,,,10
,,,,14
,,,,20,,,20
,,,,2,,,15
,,,,14,,,20
,,,,10
,,,,10
,,,,10
 
 
 
 
 
 
,,,,5
,,,,5
,,,,5.70000000000001
 
 
,,,,24
,,,,2
,,,,100001000100001000100001
,,,,000000000000000000000000
,,,,000000000000000000000000
 
 
 
,,,,1
,,,,X0000X000X0000X000X0000X
,,,,000000000000000000000000
,,,,000000000000000000000000
,,,,1
,,,,100001000100001000100001
,,,,000000000000000000000000
,,,,000000000000000000000000
,,,,2
,,,,X0000X000X0000X000X0000X
,,,,000000000000000000000000
,,,,000000000000000000000000
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
,,,,0
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
,,,,,,,,,,,,1250,1250,3,,,,,,,1062,1062,3
,,,,,,,,,,,,1250,1250,3,,,,,,,1062,1062,3
,,,,,,,,,,,,1250,1250,3,,,,,,,1062,1062,3
,,,,,,,,,,,,1250,1250,,,,,,,,1062,1062
































































































 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
,,,,,行车道内边线

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