暗板涵涵长及八字墙计算

******高速公路

斜交角度(°)序号中心桩号坡比m01.751.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.5翼墙外伸背坡基础埋深翼墙基础高度翼墙顶宽n344444444444444444444444444444Hj(m)d(m)a(m)翼墙基础襟边宽度 e(m)铺砌厚度(m)翼墙前翼墙后翼墙平行于洞口翼墙平行于洞口翼墙平行于洞口正翼墙反翼墙墙高度墙高度帽石方向的背坡帽石方向的顶宽帽石方向的底宽hHn0c1 (m)c (m)ββ12张 角e1 (m)e2 (m)G(m)(m)V身(m3)V基(m3)V(m3)洞口铺砌(m3)(°)(°)(m)(m)正翼墙反翼墙正翼墙反翼墙正翼墙反翼墙正翼墙反翼墙正翼墙反翼墙1K55+036.4234567101112131415161718192021222324252627282930K+.0K+.0K+.0K+.0K+.0K+.0K+.0K+.0K+.0K+.0K+.0K+.0K+.0K+.0K+.0K+.0K+.0K+.0K+.0K+.0K+.0K+.0K+.0K+.0K+.0K+.0K+.0K+.0K+.0015000000000000000000000000000011.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.50.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.30.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.40.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.3153530303030303030303030303030303030303030303030303030303030150303030303030303030303030303030303030303030303030303030300.40.90.90.90.90.90.90.90.90.90.91.11.11.11.11.11.11.11.11.11.11.11.11.11.11.11.11.11.11.14.8000.9000.9000.9000.9000.9000.9000.9000.9000.9000.9000.9000.9000.9000.9000.9000.9000.9000.9000.9000.9000.9000.9000.9000.9000.9000.9000.9000.9000.9003.0413.5903.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.0414.0003.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7533.7530.5180.6100.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5180.5000.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5770.5772.0960.8610.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8172.0960.7250.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.8170.3110.2440.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.3110.2000.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.2310.3010.2250.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.3010.2030.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2150.2157.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000-0.300-0.300-0.300-0.300-0.300-0.300-0.300-0.300-0.300-0.300-0.300-0.300-0.300-0.300-0.300-0.300-0.300-0.300-0.30083.860.000.000.000.000.000.000.000.000.000.00-0.85-0.85-0.85-0.85-0.85-0.85-0.85-0.85-0.85-0.85-0.85-0.85-0.85-0.85-0.85-0.85-0.85-0.85-0.8536.670.000.000.000.000.000.000.000.000.000.00-0.93-0.93-0.93-0.93-0.93-0.93-0.93-0.93-0.93-0.93-0.93-0.93-0.93-0.93-0.93-0.93-0.93-0.93-0.93120.530.000.000.000.000.000.000.000.000.000.00-1.78-1.78-1.78-1.78-1.78-1.78-1.78-1.78-1.78-1.78-1.78-1.78-1.78-1.78-1.78-1.78-1.78-1.78-1.7836.370.000.000.000.000.000.000.000.000.000.000.100.100.100.100.100.100.100.100.100.100.100.100.100.100.100.100.100.100.10注:1、字体颜色为红色需要输入数值，黑色为结果。

洞身铺砌(m3)隔水墙(m3)帽缘石砼(m3)83.70-2.99-2.99-2.99-2.99-2.99-2.99-2.99-2.99-2.99-2.99-2.99-2.99-2.99-2.99-2.99-2.99-2.99-2.99-2.99-2.99-2.99-2.99-2.99-2.99-2.99-2.99-2.99-2.99-2.996.520.000.000.000.000.000.000.000.000.000.00-0.42-0.42-0.42-0.42-0.42-0.42-0.42-0.42-0.42-0.42-0.42-0.42-0.42-0.42-0.42-0.42-0.42-0.42-0.420.720.110.120.120.120.120.120.120.120.120.120.120.120.120.120.120.120.120.120.120.120.120.120.120.120.120.120.120.120.12