6m跨径 箱涵钢筋构造图计算表格

10
15
20
123.4
187.6
254.8
246.9
375.1
509.6
18
28
39
填土高度0.5~3.5m
ai(1x) Li(1x) ai(3x)
647.0 1303.8 691.0
647.1 1303.9 691.1
647.3 1304.1 691.3
647.5 1304.3 691.5
647.7 1304.5 691.7
119
1012.5 972.5 1629.3 1016.5
120
1017.1 977.1 1633.9 1021.1
121
1021.7 981.7 1638.5 1025.7
122
1026.3 986.3 1643.1 1030.3
123
1031.0 991.0 1647.8 1035.0
124
1035.7 995.7 1652.5 1039.7
斜布钢筋尺寸计算表(cm)，适用于填土0.5~3.5
40
656.8
钢筋尺寸
ai
Li
钢筋编号
1xi (i=1,2,3...) 2xi(平均)
3xi (i=1,2,3...)
Bi-40 1/2(L1+L2
) Bi+4
ai+656.8 ai+84 ai+50
687 2 (6 .25 i ) 2
687
6.25
648.0 1304.8 692.0
648.4 1305.2 692.4
648.8 1305.6 692.8
649.3 1306.1 693.3
649.8 1306.6 693.8
650.4 1307.2 694.4
651.1 1307.9 695.1
651.8 1308.6 695.8
652.5 1309.3 696.5
89
884.0
844.0 1500.8 888.0
90
887.9
847.9 1504.7 891.9
91
891.9
851.9 1508.7 895.9
92
895.9
855.9 1512.7 899.9
93
899.9
859.9 1516.7 903.9
94
903.9
863.9 1520.7 907.9
23
701.9
661.9 1318.7 705.9
24
703.2
663.2 1320.0 707.2
25
704.5
664.5 1321.3 708.5
26
706.0
666.0 1322.8 710.0
27
707.4
667.4 1324.2 711.4
28
708.9
668.9 1325.7 712.9
41
733.2
693.2 1350.0 737.2
42
735.4
695.4 1352.2 739.4
43
737.7
697.7 1354.5 741.7
44
740.0
700.0 1356.8 744.0
45
742.3
702.3 1359.1 746.3
46
744.7
704.7 1361.5 748.7
钢筋 编号
直径 (mm)
每根长度 (cm)
根数
共长 (m)
1
$22
2
$12
3
$22
4
$18
5
$12
6
$12
7
$12
8
$12
9
$22
钢筋 合计(kg)
$12: $1Βιβλιοθήκη Baidu:
C35混凝土合计(m3)
1303.8 1168 742 652 197 83.3 78.9 68.7 561.8
6153.5 2630.9
125
1040.3 1000.3 1657.1 1044.3
126
1045.0 1005.0 1661.8 1049.0
127
1049.8 1009.8 1666.6 1053.8
128
1054.5 1014.5 1671.3 1058.5
129
1059.2 1019.2 1676.0 1063.2
107
958.7
918.7 1575.5 962.7
108
963.1
923.1 1579.9 967.1
109
967.5
927.5 1584.3 971.5
110
971.9
931.9 1588.7 975.9
111
976.3
936.3 1593.1 980.3
112
980.8
940.8 1597.6 984.8
35
721.0
681.0 1337.8 725.0
36
722.9
682.9 1339.7 726.9
37
724.9
684.9 1341.7 728.9
38
726.9
686.9 1343.7 730.9
39
729.0
689.0 1345.8 733.0
40
731.1
691.1 1347.9 735.1
低填土构 造
高填土构 造
净高 500
顶底板厚1 净跨 侧墙厚1
60
600
50
顶底板厚2
侧墙厚2
70
60
主筋边距 组合间距
6.5
10
1#重合段1 R1
低填土
27
20
高填土 1#重合段2 R2
30
20
倒角 25
斜布区组合间距 12.5
3#弯钩1 25
3#弯钩2 27.5
正涵身材料数量表(适用于填土0.5~3.5) (每10m)
101
933.0
893.0 1549.8 937.0
102
937.2
897.2 1554.0 941.2
103
941.5
901.5 1558.3 945.5
104
945.8
905.8 1562.6 949.8
105
950.1
910.1 1566.9 954.1
106
954.4
914.4 1571.2 958.4
83
860.9
820.9 1477.7 864.9
84
864.6
824.6 1481.4 868.6
85
868.4
828.4 1485.2 872.4
86
872.3
832.3 1489.1 876.3
87
876.1
836.1 1492.9 880.1
88
880.0
840.0 1496.8 884.0
135
1088.1 1048.1 1704.9 1092.1
136
1092.9 1052.9 1709.7 1096.9
137
1097.8 1057.8 1714.6 1101.8
138
1102.7 1062.7 1719.5 1106.7
139
1107.6 1067.6 1724.4 1111.6
8
Bi 687.0 687.1 687.3 687.5 687.7 688.0 688.4 688.8 689.3 689.8 690.4 691.1 691.8 692.5 693.4 694.2 695.2 696.2 697.2 698.3 699.4
斜涵端部长度及一端斜布筋组合片数,填土厚度：0.5~3.5
150
1162.3 1122.3 1779.1 1166.3
布筋组合片数,填土厚度：0.5~3.5
25
30
326.4
404.1
652.8
808.3
51
63
.5~3.5m
Li(3x)
741.0
741.1
741.3
741.5
741.7
742.0
742.4
742.8
202 236 202 202 202 404 3162 1376 101 $16: $22: 135.25
2633.68 2756.48 1498.84 1317.04 397.94 336.53 2494.82 945.31 567.42
0.0 14024.8
22809.2
7858.999224 4472.601185 2630.894987 353.2967365 298.7778493 2214.934557 839.2613073 2447.241766 1693.19902 22809.20663
140
1112.5 1072.5 1729.3 1116.5
141
1117.4 1077.4 1734.2 1121.4
142
1122.3 1082.3 1739.1 1126.3
143
1127.3 1087.3 1744.1 1131.3
144
1132.2 1092.2 1749.0 1136.2
71
817.9
777.9 1434.7 821.9
72
821.3
781.3 1438.1 825.3
73
824.7
784.7 1441.5 828.7
74
828.2
788.2 1445.0 832.2
75
831.7
791.7 1448.5 835.7
76
835.2
795.2 1452.0 839.2
77
838.8
798.8 1455.6 842.8
78
842.4
802.4 1459.2 846.4
79
846.0
806.0 1462.8 850.0
80
849.7
809.7 1466.5 853.7
81
853.4
813.4 1470.2 857.4
82
857.1
817.1 1473.9 861.1
59
779.7
739.7 1396.5 783.7
60
782.7
742.7 1399.5 786.7
61
785.7
745.7 1402.5 789.7
62
788.7
748.7 1405.5 792.7
63
791.8
751.8 1408.6 795.8
64
795.0
755.0 1411.8 799.0
65
798.1
758.1 1414.9 802.1
66
801.3
761.3 1418.1 805.3
67
804.6
764.6 1421.4 808.6
68
807.8
767.8 1424.6 811.8
69
811.1
771.1 1427.9 815.1
70
814.5
774.5 1431.3 818.5
95
908.0
868.0 1524.8 912.0
96
912.1
872.1 1528.9 916.1
97
916.2
876.2 1533.0 920.2
98
920.4
880.4 1537.2 924.4
99
924.6
884.6 1541.4 928.6
100
928.8
888.8 1545.6 932.8
145
1137.2 1097.2 1754.0 1141.2
146
1142.2 1102.2 1759.0 1146.2
147
1147.2 1107.2 1764.0 1151.2
148
1152.2 1112.2 1769.0 1156.2
149
1157.2 1117.2 1774.0 1161.2
50
29
710.5
670.5 1327.3 714.5
30
712.1
672.1 1328.9 716.1
31
713.8
673.8 1330.6 717.8
32
715.5
675.5 1332.3 719.5
33
717.3
677.3 1334.1 721.3
34
719.1
679.1 1335.9 723.1
47
747.2
707.2 1364.0 751.2
48
749.6
709.6 1366.4 753.6
49
752.2
712.2 1369.0 756.2
50
754.7
714.7 1371.5 758.7
51
757.3
717.3 1374.1 761.3
52
760.0
720.0 1376.8 764.0
截面面积
1(cm2) 135250 截面面积
2(cm2) 162050
斜交角度θ(°) L2=700×tanθ(cm) L1=2×700×tanθ(cm)
组合片数n
i 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
5 61.2 122.5
53
762.7
722.7 1379.5 766.7
54
765.4
725.4 1382.2 769.4
55
768.2
728.2 1385.0 772.2
56
771.0
731.0 1387.8 775.0
57
773.9
733.9 1390.7 777.9
58
776.8
736.8 1393.6 780.8
130
1064.0 1024.0 1680.8 1068.0
131
1068.8 1028.8 1685.6 1072.8
132
1073.6 1033.6 1690.4 1077.6
133
1078.4 1038.4 1695.2 1082.4
134
1083.2 1043.2 1700.0 1087.2
113
985.3
945.3 1602.1 989.3
114
989.8
949.8 1606.6 993.8
115
994.3
954.3 1611.1 998.3
116
998.8
958.8 1615.6 1002.8
117
1003.3 963.3 1620.1 1007.3
118
1007.9 967.9 1624.7 1011.9
653.4 1310.2 697.4
654.2 1311.0 698.2
655.2 1312.0 699.2
656.2 1313.0 700.2
657.2 1314.0 701.2
658.3 1315.1 702.3
659.4 1316.2 703.4
22
700.6
660.6 1317.4 704.6