衡重式路肩墙每延米计算式(计梁)

1、衡重式路肩墙计算式衡重式路肩墙-1型 =35(0),=19（KN/m3),f=0.30,=200（kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)20.30.511.610.50.21.15计算项目计算式数量B4(m）H10.05+B1+H10.451B5(m）(H-H1)0.05+B4+B2-(H-H1)0.251B6(m）（DH3+DH1)0.250.16DH3(m）B30.10.12A1(m2)(B1+B4)H1/20.75A2(m2)(B4+B2+B5)(H-H1)/21.1A3(m2)(DH1+DH1+DH3)B3/20.64A4(m2)(D

2、H1+DH3)B6/20.05每延米数量（m3)(A1+A2+A3+A4)12.54衡重式路肩墙-1型 =35(0),=19（KN/m3),f=0.30,=200（kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)30.30.51.42.250.50.51.52计算项目计算式数量B4(m）H10.05+B1+H10.451.2B5(m）(H-H1)0.05+B4+B2-(H-H1)0.251.38B6(m）（DH3+DH1)0.250.16DH3(m）B30.10.15A1(m2)(B1+B4)H1/21.19A2(m2)(B4+B2+B5)(H-H1)

3、/22.46A3(m2)(DH1+DH1+DH3)B3/20.87A4(m2)(DH1+DH3)B6/20.05每延米数量（m3)(A1+A2+A3+A4)14.57衡重式路肩墙-1型 =35(0),=19（KN/m3),f=0.30,=200（kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)40.30.51.82.890.50.81.89计算项目计算式数量B4(m）H10.05+B1+H10.451.4B5(m）(H-H1)0.05+B4+B2-(H-H1)0.251.76B6(m）（DH3+DH1)0.250.17DH3(m）B30.10.19A1

4、(m2)(B1+B4)H1/21.71A2(m2)(B4+B2+B5)(H-H1)/24.36A3(m2)(DH1+DH1+DH3)B3/21.12A4(m2)(DH1+DH3)B6/20.06每延米数量（m3)(A1+A2+A3+A4)17.25衡重式路肩墙-1型 =35(0),=19（KN/m3),f=0.30,=200（kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)50.30.52.253.250.51.052.27计算项目计算式数量B4(m）H10.05+B1+H10.451.63B5(m）(H-H1)0.05+B4+B2-(H-H1)0.2

5、52.13B6(m）（DH3+DH1)0.250.18DH3(m）B30.10.23A1(m2)(B1+B4)H1/22.4A2(m2)(B4+B2+B5)(H-H1)/26.61A3(m2)(DH1+DH1+DH3)B3/21.4A4(m2)(DH1+DH3)B6/20.07每延米数量（m3)(A1+A2+A3+A4)110.48衡重式路肩墙-2型 =35(0),=19（KN/m3),f=0.30,=300（kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)20.30.51.041.50.50.21.2计算项目计算式数量B4(m）H10.05+B1+H

6、10.451.02B5(m）(H-H1)0.05+B4+B2-(H-H1)0.251.03B6(m）（DH3+DH1)0.250.16DH3(m）B30.10.12A1(m2)(B1+B4)H1/20.79A2(m2)(B4+B2+B5)(H-H1)/21.08A3(m2)(DH1+DH1+DH3)B3/20.67A4(m2)(DH1+DH3)B6/20.05每延米数量（m3)(A1+A2+A3+A4)12.59衡重式路肩墙-2型 =35(0),=19（KN/m3),f=0.30,=300（kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)30.30.5

7、1.442.060.50.51.57计算项目计算式数量B4(m）H10.05+B1+H10.451.22B5(m）(H-H1)0.05+B4+B2-(H-H1)0.251.41B6(m）（DH3+DH1)0.250.17DH3(m）B30.10.16A1(m2)(B1+B4)H1/21.24A2(m2)(B4+B2+B5)(H-H1)/22.44A3(m2)(DH1+DH1+DH3)B3/20.91A4(m2)(DH1+DH3)B6/20.06每延米数量（m3)(A1+A2+A3+A4)14.65衡重式路肩墙-2型 =35(0),=19（KN/m3),f=0.30,=300（kpa)H(m)D

8、L1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)40.30.51.852.670.50.81.95计算项目计算式数量B4(m）H10.05+B1+H10.451.43B5(m）(H-H1)0.05+B4+B2-(H-H1)0.251.8B6(m）（DH3+DH1)0.250.18DH3(m）B30.10.2A1(m2)(B1+B4)H1/21.79A2(m2)(B4+B2+B5)(H-H1)/24.33A3(m2)(DH1+DH1+DH3)B3/21.17A4(m2)(DH1+DH3)B6/20.06每延米数量（m3)(A1+A2+A3+A4)17.35衡重式路肩墙-2

9、型 =35(0),=19（KN/m3),f=0.30,=300（kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)50.30.52.253.250.51.052.27计算项目计算式数量B4(m）H10.05+B1+H10.451.63B5(m）(H-H1)0.05+B4+B2-(H-H1)0.252.13B6(m）（DH3+DH1)0.250.18DH3(m）B30.10.23A1(m2)(B1+B4)H1/22.4A2(m2)(B4+B2+B5)(H-H1)/26.61A3(m2)(DH1+DH1+DH3)B3/21.4A4(m2)(DH1+DH3)B

10、6/20.07每延米数量（m3)(A1+A2+A3+A4)110.48衡重式路肩墙-2型 =35(0),=19（KN/m3),f=0.30,=300（kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)60.30.52.73.80.51.352.58计算项目计算式数量B4(m）H10.05+B1+H10.451.85B5(m）(H-H1)0.05+B4+B2-(H-H1)0.252.54B6(m）（DH3+DH1)0.250.19DH3(m）B30.10.26A1(m2)(B1+B4)H1/23.17A2(m2)(B4+B2+B5)(H-H1)/29.47

11、A3(m2)(DH1+DH1+DH3)B3/21.63A4(m2)(DH1+DH3)B6/20.07每延米数量（m3)(A1+A2+A3+A4)114.34衡重式路肩墙-3型 =35(0),=19（KN/m3),f=0.40,=300（kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)20.30.51.041.570.50.061.04计算项目计算式数量B4(m）H10.05+B1+H10.451.02B5(m）(H-H1)0.05+B4+B2-(H-H1)0.250.89B6(m）（DH3+DH1)0.250.15DH3(m）B30.10.1A1(m2

12、)(B1+B4)H1/20.79A2(m2)(B4+B2+B5)(H-H1)/20.95A3(m2)(DH1+DH1+DH3)B3/20.57A4(m2)(DH1+DH3)B6/20.05每延米数量（m3)(A1+A2+A3+A4)12.36衡重式路肩墙-3型 =35(0),=19（KN/m3),f=0.40,=300（kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)30.30.51.442.180.50.161.23计算项目计算式数量B4(m）H10.05+B1+H10.451.22B5(m）(H-H1)0.05+B4+B2-(H-H1)0.251.

13、07B6(m）（DH3+DH1)0.250.16DH3(m）B30.10.12A1(m2)(B1+B4)H1/21.24A2(m2)(B4+B2+B5)(H-H1)/21.91A3(m2)(DH1+DH1+DH3)B3/20.69A4(m2)(DH1+DH3)B6/20.05每延米数量（m3)(A1+A2+A3+A4)13.89衡重式路肩墙-3型 =35(0),=19（KN/m3),f=0.40,=300（kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)40.30.51.852.80.50.381.51计算项目计算式数量B4(m）H10.05+B1+H

14、10.451.43B5(m）(H-H1)0.05+B4+B2-(H-H1)0.251.38B6(m）（DH3+DH1)0.250.16DH3(m）B30.10.15A1(m2)(B1+B4)H1/21.79A2(m2)(B4+B2+B5)(H-H1)/23.43A3(m2)(DH1+DH1+DH3)B3/20.87A4(m2)(DH1+DH3)B6/20.05每延米数量（m3)(A1+A2+A3+A4)16.14衡重式路肩墙-3型 =35(0),=19（KN/m3),f=0.40,=300（kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)50.30.5

15、2.253.430.50.581.78计算项目计算式数量B4(m）H10.05+B1+H10.451.63B5(m）(H-H1)0.05+B4+B2-(H-H1)0.251.66B6(m）（DH3+DH1)0.250.17DH3(m）B30.10.18A1(m2)(B1+B4)H1/22.4A2(m2)(B4+B2+B5)(H-H1)/25.32A3(m2)(DH1+DH1+DH3)B3/21.05A4(m2)(DH1+DH3)B6/20.06每延米数量（m3)(A1+A2+A3+A4)18.83衡重式路肩墙-3型 =35(0),=19（KN/m3),f=0.40,=300（kpa)H(m)D

16、L1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)60.30.62.74.110.50.82.09计算项目计算式数量B4(m）H10.05+B1+H10.451.85B5(m）(H-H1)0.05+B4+B2-(H-H1)0.251.99B6(m）（DH3+DH1)0.250.2DH3(m）B30.10.21A1(m2)(B1+B4)H1/23.17A2(m2)(B4+B2+B5)(H-H1)/27.66A3(m2)(DH1+DH1+DH3)B3/21.47A4(m2)(DH1+DH3)B6/20.08每延米数量（m3)(A1+A2+A3+A4)112.38衡重式路肩墙-

17、3型 =35(0),=19（KN/m3),f=0.40,=300（kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)70.350.73.154.790.50.952.37计算项目计算式数量B4(m）H10.05+B1+H10.452.08B5(m）(H-H1)0.05+B4+B2-(H-H1)0.252.26B6(m）（DH3+DH1)0.250.24DH3(m）B30.10.24A1(m2)(B1+B4)H1/24.06A2(m2)(B4+B2+B5)(H-H1)/210.18A3(m2)(DH1+DH1+DH3)B3/21.94A4(m2)(DH1+

18、DH3)B6/20.11每延米数量（m3)(A1+A2+A3+A4)116.29衡重式路肩墙-3型 =35(0),=19（KN/m3),f=0.40,=300（kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)80.40.83.65.20.51.052.64计算项目计算式数量B4(m）H10.05+B1+H10.452.3B5(m）(H-H1)0.05+B4+B2-(H-H1)0.252.47B6(m）（DH3+DH1)0.250.27DH3(m）B30.10.26A1(m2)(B1+B4)H1/25.04A2(m2)(B4+B2+B5)(H-H1)/2

19、12.8A3(m2)(DH1+DH1+DH3)B3/22.46A4(m2)(DH1+DH3)B6/20.14每延米数量（m3)(A1+A2+A3+A4)120.44衡衡重重式式路路肩肩墙墙-3-3型型 =35(0),=19=35(0),=19（KN/m3),f=0.40,=300KN/m3),f=0.40,=300（kpa)kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)90.450.94.066.740.61.253.08计算项目计算式数量B4(m）H10.05+B1+H10.452.63B5(m）(H-H1)0.05+B4+B2-(H-H1)0.2

20、52.89B6(m）（DH3+DH1)0.250.3DH3(m）B30.10.31A1(m2)(B1+B4)H1/26.56A2(m2)(B4+B2+B5)(H-H1)/216.72A3(m2)(DH1+DH1+DH3)B3/23.25A4(m2)(DH1+DH3)B6/20.18每延米数量（m3)(A1+A2+A3+A4)126.71衡衡重重式式路路肩肩墙墙-4-4型型 =35(0),=19=35(0),=19（KN/m3),f=0.40,=400KN/m3),f=0.40,=400（kpa)kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)20.30

21、.51.041.570.50.061.04计算项目计算式数量B4(m）H10.05+B1+H10.451.02B5(m）(H-H1)0.05+B4+B2-(H-H1)0.250.89B6(m）（DH3+DH1)0.250.15DH3(m）B30.10.1A1(m2)(B1+B4)H1/20.79A2(m2)(B4+B2+B5)(H-H1)/20.95A3(m2)(DH1+DH1+DH3)B3/20.57A4(m2)(DH1+DH3)B6/20.05每延米数量（m3)(A1+A2+A3+A4)12.36衡衡重重式式路路肩肩墙墙-4-4型型 =35(0),=19=35(0),=19（KN/m3),

22、f=0.40,=400KN/m3),f=0.40,=400（kpa)kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)30.30.51.442.180.50.161.23计算项目计算式数量B4(m）H10.05+B1+H10.451.22B5(m）(H-H1)0.05+B4+B2-(H-H1)0.251.07B6(m）（DH3+DH1)0.250.16DH3(m）B30.10.12A1(m2)(B1+B4)H1/21.24A2(m2)(B4+B2+B5)(H-H1)/21.91A3(m2)(DH1+DH1+DH3)B3/20.69A4(m2)(DH1+D

23、H3)B6/20.05每延米数量（m3)(A1+A2+A3+A4)13.89衡衡重重式式路路肩肩墙墙-4-4型型 =35(0),=19=35(0),=19（KN/m3),f=0.40,=400KN/m3),f=0.40,=400（kpa)kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)40.30.51.852.80.50.381.51计算项目计算式数量B4(m）H10.05+B1+H10.451.43B5(m）(H-H1)0.05+B4+B2-(H-H1)0.251.38B6(m）（DH3+DH1)0.250.16DH3(m）B30.10.15A1(m

24、2)(B1+B4)H1/21.79A2(m2)(B4+B2+B5)(H-H1)/23.43A3(m2)(DH1+DH1+DH3)B3/20.87A4(m2)(DH1+DH3)B6/20.05每延米数量（m3)(A1+A2+A3+A4)16.14衡衡重重式式路路肩肩墙墙-4-4型型 =35(0),=19=35(0),=19（KN/m3),f=0.40,=400KN/m3),f=0.40,=400（kpa)kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)50.30.52.23.470.50.51.67计算项目计算式数量B4(m）H10.05+B1+H10.

25、451.6B5(m）(H-H1)0.05+B4+B2-(H-H1)0.251.54B6(m）（DH3+DH1)0.250.17DH3(m）B30.10.17A1(m2)(B1+B4)H1/22.31A2(m2)(B4+B2+B5)(H-H1)/25.1A3(m2)(DH1+DH1+DH3)B3/20.98A4(m2)(DH1+DH3)B6/20.06每延米数量（m3)(A1+A2+A3+A4)18.45衡衡重重式式路路肩肩墙墙-4-4型型 =35(0),=19=35(0),=19（KN/m3),f=0.40,=400KN/m3),f=0.40,=400（kpa)kpa)H(m)DL1(m)DH

26、1(m)H1(m)H2(m)B1(m)B2(m)B3(m)60.30.62.74.090.50.61.89计算项目计算式数量B4(m）H10.05+B1+H10.451.85B5(m）(H-H1)0.05+B4+B2-(H-H1)0.251.79B6(m）（DH3+DH1)0.250.2DH3(m）B30.10.19A1(m2)(B1+B4)H1/23.17A2(m2)(B4+B2+B5)(H-H1)/27A3(m2)(DH1+DH1+DH3)B3/21.31A4(m2)(DH1+DH3)B6/20.08每延米数量（m3)(A1+A2+A3+A4)111.56衡衡重重式式路路肩肩墙墙-4-4型

27、型 =35(0),=19=35(0),=19（KN/m3),f=0.40,=400KN/m3),f=0.40,=400（kpa)kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)70.350.73.154.760.50.72.13计算项目计算式数量B4(m）H10.05+B1+H10.452.08B5(m）(H-H1)0.05+B4+B2-(H-H1)0.252.01B6(m）（DH3+DH1)0.250.23DH3(m）B30.10.21A1(m2)(B1+B4)H1/24.06A2(m2)(B4+B2+B5)(H-H1)/29.22A3(m2)(DH

28、1+DH1+DH3)B3/21.71A4(m2)(DH1+DH3)B6/20.1每延米数量（m3)(A1+A2+A3+A4)115.09衡衡重重式式路路肩肩墙墙-4-4型型 =35(0),=19=35(0),=19（KN/m3),f=0.40,=400KN/m3),f=0.40,=400（kpa)kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)80.40.83.65.440.50.82.36计算项目计算式数量B4(m）H10.05+B1+H10.452.3B5(m）(H-H1)0.05+B4+B2-(H-H1)0.252.22B6(m）（DH3+DH1

29、)0.250.26DH3(m）B30.10.24A1(m2)(B1+B4)H1/25.04A2(m2)(B4+B2+B5)(H-H1)/211.7A3(m2)(DH1+DH1+DH3)B3/22.17A4(m2)(DH1+DH3)B6/20.14每延米数量（m3)(A1+A2+A3+A4)119.05衡衡重重式式路路肩肩墙墙-4-4型型 =35(0),=19=35(0),=19（KN/m3),f=0.40,=400KN/m3),f=0.40,=400（kpa)kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)DH2(m)DL2(m）90.450.94.0

30、66.740.61.13.10.90.45计算项目计算式数量B4(m）H10.05+B1+H10.452.63B5(m）(H-H1)0.05+B4+B2-(H-H1)0.252.74B6(m）（DH3+DH2+DH1)0.250.53DH3(m）B30.10.31DL2(m）B3-(B5-B6)-DL10.44A1(m2)(B1+B4)H1/26.56A2(m2)(B4+B2+B5)(H-H1)/215.98A3(m2)(DH2+DH1)+(DH1+DH2+DH3)B3/2-DL2DH15.66A4(m2)(DH1+DH2+DH3)B6/20.56每延米数量（m3)(A1+A2+A3+A4)1

31、28.76衡衡重重式式路路肩肩墙墙-4-4型型 =35(0),=19=35(0),=19（KN/m3),f=0.40,=400KN/m3),f=0.40,=400（kpa)kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)DH2(m)DL2(m）100.514.517.490.61.253.5210.5计算项目计算式数量B4(m）H10.05+B1+H10.452.86B5(m）(H-H1)0.05+B4+B2-(H-H1)0.253.01B6(m）（DH3+DH2+DH1)0.250.59DH3(m）B30.10.35DL2(m）B3-(B5-B6)-

32、DL10.6A1(m2)(B1+B4)H1/27.8A2(m2)(B4+B2+B5)(H-H1)/219.54A3(m2)(DH2+DH1)+(DH1+DH2+DH3)B3/2-DL2DH17.06A4(m2)(DH1+DH2+DH3)B6/20.69每延米数量（m3)(A1+A2+A3+A4)135.09衡衡重重式式路路肩肩墙墙-4-4型型 =35(0),=19=35(0),=19（KN/m3),f=0.40,=400KN/m3),f=0.40,=400（kpa)kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)DH2(m)DL2(m）110.551.

33、14.978.230.71.353.831.10.55计算项目计算式数量B4(m）H10.05+B1+H10.453.19B5(m）(H-H1)0.05+B4+B2-(H-H1)0.253.33B6(m）（DH3+DH2+DH1)0.250.65DH3(m）B30.10.38DL2(m）B3-(B5-B6)-DL10.6A1(m2)(B1+B4)H1/29.67A2(m2)(B4+B2+B5)(H-H1)/223.73A3(m2)(DH2+DH1)+(DH1+DH2+DH3)B3/2-DL2DH18.49A4(m2)(DH1+DH2+DH3)B6/20.84每延米数量（m3)(A1+A2+A3

34、+A4)142.73衡衡重重式式路路肩肩墙墙-4-4型型 =35(0),=19=35(0),=19（KN/m3),f=0.40,=400KN/m3),f=0.40,=400（kpa)kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)DH2(m)DL2(m）120.61.25.438.970.71.454.171.20.6计算项目计算式数量B4(m）H10.05+B1+H10.453.42B5(m）(H-H1)0.05+B4+B2-(H-H1)0.253.56B6(m）（DH3+DH2+DH1)0.250.71DH3(m）B30.10.42DL2(m）B3

35、-(B5-B6)-DL10.72A1(m2)(B1+B4)H1/211.19A2(m2)(B4+B2+B5)(H-H1)/227.69A3(m2)(DH2+DH1)+(DH1+DH2+DH3)B3/2-DL2DH110.02A4(m2)(DH1+DH2+DH3)B6/21每延米数量（m3)(A1+A2+A3+A4)149.9衡衡重重式式路路肩肩墙墙-5-5型型 =35(0),=19=35(0),=19（KN/m3),f=0.40,=500KN/m3),f=0.40,=500（kpa)kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)70.350.72.8

36、4.90.50.82.02计算项目计算式数量B4(m）H10.05+B1+H10.451.9B5(m）(H-H1)0.05+B4+B2-(H-H1)0.251.86B6(m）（DH3+DH1)0.250.23DH3(m）B30.10.2A1(m2)(B1+B4)H1/23.36A2(m2)(B4+B2+B5)(H-H1)/29.58A3(m2)(DH1+DH1+DH3)B3/21.62A4(m2)(DH1+DH3)B6/20.1每延米数量（m3)(A1+A2+A3+A4)114.66衡衡重重式式路路肩肩墙墙-5-5型型 =35(0),=19=35(0),=19（KN/m3),f=0.40,=5

37、00KN/m3),f=0.40,=500（kpa)kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)80.40.83.25.60.60.92.32计算项目计算式数量B4(m）H10.05+B1+H10.452.2B5(m）(H-H1)0.05+B4+B2-(H-H1)0.252.14B6(m）（DH3+DH1)0.250.26DH3(m）B30.10.23A1(m2)(B1+B4)H1/24.48A2(m2)(B4+B2+B5)(H-H1)/212.58A3(m2)(DH1+DH1+DH3)B3/22.12A4(m2)(DH1+DH3)B6/20.13每

38、延米数量（m3)(A1+A2+A3+A4)119.31衡衡重重式式路路肩肩墙墙-5-5型型 =35(0),=19=35(0),=19（KN/m3),f=0.40,=500KN/m3),f=0.40,=500（kpa)kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)90.450.93.66.30.612.53计算项目计算式数量B4(m）H10.05+B1+H10.452.4B5(m）(H-H1)0.05+B4+B2-(H-H1)0.252.32B6(m）（DH3+DH1)0.250.29DH3(m）B30.10.25A1(m2)(B1+B4)H1/25.

39、4A2(m2)(B4+B2+B5)(H-H1)/215.44A3(m2)(DH1+DH1+DH3)B3/22.59A4(m2)(DH1+DH3)B6/20.17每延米数量（m3)(A1+A2+A3+A4)123.6衡衡重重式式路路肩肩墙墙-5-5型型 =35(0),=19=35(0),=19（KN/m3),f=0.40,=500KN/m3),f=0.40,=500（kpa)kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)100.51470.71.22.93计算项目计算式数量B4(m）H10.05+B1+H10.452.7B5(m）(H-H1)0.05+

40、B4+B2-(H-H1)0.252.7B6(m）（DH3+DH1)0.250.32DH3(m）B30.10.29A1(m2)(B1+B4)H1/26.8A2(m2)(B4+B2+B5)(H-H1)/219.8A3(m2)(DH1+DH1+DH3)B3/23.35A4(m2)(DH1+DH3)B6/20.21每延米数量（m3)(A1+A2+A3+A4)130.16衡衡重重式式路路肩肩墙墙-5-5型型 =35(0),=19=35(0),=19（KN/m3),f=0.40,=500KN/m3),f=0.40,=500（kpa)kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2

41、(m)B3(m)110.551.14.47.70.71.33.13计算项目计算式数量B4(m）H10.05+B1+H10.452.9B5(m）(H-H1)0.05+B4+B2-(H-H1)0.252.88B6(m）（DH3+DH1)0.250.35DH3(m）B30.10.31A1(m2)(B1+B4)H1/27.92A2(m2)(B4+B2+B5)(H-H1)/223.36A3(m2)(DH1+DH1+DH3)B3/23.93A4(m2)(DH1+DH3)B6/20.25每延米数量（m3)(A1+A2+A3+A4)135.46衡衡重重式式路路肩肩墙墙-5-5型型 =35(0),=19=35(

42、0),=19（KN/m3),f=0.40,=500KN/m3),f=0.40,=500（kpa)kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)120.61.24.88.40.71.53.43计算项目计算式数量B4(m）H10.05+B1+H10.453.1B5(m）(H-H1)0.05+B4+B2-(H-H1)0.253.16B6(m）（DH3+DH1)0.250.39DH3(m）B30.10.34A1(m2)(B1+B4)H1/29.12A2(m2)(B4+B2+B5)(H-H1)/227.94A3(m2)(DH1+DH1+DH3)B3/24.7A

43、4(m2)(DH1+DH3)B6/20.3每延米数量（m3)(A1+A2+A3+A4)142.06衡衡重重式式路路肩肩墙墙-5-5型型 =35(0),=19=35(0),=19（KN/m3),f=0.40,=500KN/m3),f=0.40,=500（kpa)kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)130.651.35.29.10.81.73.83计算项目计算式数量B4(m）H10.05+B1+H10.453.4B5(m）(H-H1)0.05+B4+B2-(H-H1)0.253.54B6(m）（DH3+DH1)0.250.42DH3(m）B30

44、.10.38A1(m2)(B1+B4)H1/210.92A2(m2)(B4+B2+B5)(H-H1)/233.7A3(m2)(DH1+DH1+DH3)B3/25.71A4(m2)(DH1+DH3)B6/20.35每延米数量（m3)(A1+A2+A3+A4)150.68衡衡重重式式路路肩肩墙墙-5-5型型 =35(0),=19=35(0),=19（KN/m3),f=0.40,=500KN/m3),f=0.40,=500（kpa)kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)140.71.45.69.80.81.94.14计算项目计算式数量B4(m）H1

45、0.05+B1+H10.453.6B5(m）(H-H1)0.05+B4+B2-(H-H1)0.253.82B6(m）（DH3+DH1)0.250.45DH3(m）B30.10.41A1(m2)(B1+B4)H1/212.32A2(m2)(B4+B2+B5)(H-H1)/239.14A3(m2)(DH1+DH1+DH3)B3/26.64A4(m2)(DH1+DH3)B6/20.41每延米数量（m3)(A1+A2+A3+A4)158.51衡衡重重式式路路肩肩墙墙-5-5型型 =35(0),=19=35(0),=19（KN/m3),f=0.40,=500KN/m3),f=0.40,=500（kpa)

46、kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)150.751.5610.50.92.14.54计算项目计算式数量B4(m）H10.05+B1+H10.453.9B5(m）(H-H1)0.05+B4+B2-(H-H1)0.254.2B6(m）（DH3+DH1)0.250.49DH3(m）B30.10.45A1(m2)(B1+B4)H1/214.4A2(m2)(B4+B2+B5)(H-H1)/245.9A3(m2)(DH1+DH1+DH3)B3/27.83A4(m2)(DH1+DH3)B6/20.48每延米数量（m3)(A1+A2+A3+A4)168.6

47、1 计算： 复核： 监理：衡重式路肩墙计算式衡重式路肩墙-1型 =35(0),=19（KN/m3),f=0.30,=200（kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)DL2(m)DH2(m)20.30.511.610.50.21.15计算项目计算式数量H3(m）H-H11F1(m2)B1+(0.05H1+B1+0.45H1)H1/2 0.75F2(m2)(0.05H1+B1+b+B2)+(0.05H1+B1+b+B2)+0.05H3-0.25H3H3/21.1F3(m2)DL1+DL2+(0.05H1+B1+b+B2)+0.05H3-0.25H3

48、+B3(DH1+DH2+0.1B3)/2-0.1B3B3/2-DL2DH10.69每延米数量（m3)(F1+F2+F3)2.54衡重式路肩墙-1型 =35(0),=19（KN/m3),f=0.30,=200（kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)DL2(m)DH2(m)30.30.51.42.250.50.51.52计算项目计算式数量H3(m）H-H11.6F1(m2)B1+(0.05H1+B1+0.45H1)H1/2 1.19F2(m2)(0.05H1+B1+b+B2)+(0.05H1+B1+b+B2)+0.05H3-0.25H3H3/22

49、.46F3(m2)DL1+DL2+(0.05H1+B1+b+B2)+0.05H3-0.25H3+B3(DH1+DH2+0.1B3)/2-0.1B3B3/2-DL2DH10.93每延米数量（m3)(F1+F2+F3)4.58 计算： 复核： 监理：衡重式路肩墙计算式衡重式路肩墙-1型 =35(0),=19（KN/m3),f=0.30,=200（kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)DL2(m)DH2(m)40.30.51.82.890.50.81.89计算项目计算式数量H3(m）H-H12.2F1(m2)B1+(0.05H1+B1+0.45H1

50、)H1/2 1.71F2(m2)(0.05H1+B1+b+B2)+(0.05H1+B1+b+B2)+0.05H3-0.25H3H3/24.36F3(m2)DL1+DL2+(0.05H1+B1+b+B2)+0.05H3-0.25H3+B3(DH1+DH2+0.1B3)/2-0.1B3B3/2-DL2DH11.18每延米数量（m3)(F1+F2+F3)7.25衡重式路肩墙-1型 =35(0),=19（KN/m3),f=0.30,=200（kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)DL2(m)DH2(m)50.30.52.253.250.51.052.

51、27计算项目计算式数量H3(m）H-H12.75F1(m2)B1+(0.05H1+B1+0.45H1)H1/2 2.39F2(m2)(0.05H1+B1+b+B2)+(0.05H1+B1+b+B2)+0.05H3-0.25H3H3/26.6F3(m2)DL1+DL2+(0.05H1+B1+b+B2)+0.05H3-0.25H3+B3(DH1+DH2+0.1B3)/2-0.1B3B3/2-DL2DH11.45每延米数量（m3)(F1+F2+F3)10.44衡重式路肩墙-2型 =35(0),=19（KN/m3),f=0.30,=300（kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B

52、1(m)B2(m)B3(m)DL2(m)DH2(m)20.30.51.041.50.50.21.2计算项目计算式数量H3(m）H-H10.96F1(m2)B1+(0.05H1+B1+0.45H1)H1/2 0.79F2(m2)(0.05H1+B1+b+B2)+(0.05H1+B1+b+B2)+0.05H3-0.25H3H3/21.08F3(m2)DL1+DL2+(0.05H1+B1+b+B2)+0.05H3-0.25H3+B3(DH1+DH2+0.1B3)/2-0.1B3B3/2-DL2DH10.71每延米数量（m3)(F1+F2+F3)2.58 计算： 复核： 监理：衡重式路肩墙计算式衡重式

53、路肩墙-2型 =35(0),=19（KN/m3),f=0.30,=300（kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)DL2(m)DH2(m)30.30.51.442.060.50.51.57计算项目计算式数量H3(m）H-H11.56F1(m2)B1+(0.05H1+B1+0.45H1)H1/2 1.24F2(m2)(0.05H1+B1+b+B2)+(0.05H1+B1+b+B2)+0.05H3-0.25H3H3/22.44F3(m2)DL1+DL2+(0.05H1+B1+b+B2)+0.05H3-0.25H3+B3(DH1+DH2+0.1B3)

54、/2-0.1B3B3/2-DL2DH10.95每延米数量（m3)(F1+F2+F3)4.63衡重式路肩墙-2型 =35(0),=19（KN/m3),f=0.30,=300（kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)DL2(m)DH2(m)40.30.51.852.670.50.81.95计算项目计算式数量H3(m）H-H12.15F1(m2)B1+(0.05H1+B1+0.45H1)H1/2 1.78F2(m2)(0.05H1+B1+b+B2)+(0.05H1+B1+b+B2)+0.05H3-0.25H3H3/24.32F3(m2)DL1+DL2

55、+(0.05H1+B1+b+B2)+0.05H3-0.25H3+B3(DH1+DH2+0.1B3)/2-0.1B3B3/2-DL2DH11.22每延米数量（m3)(F1+F2+F3)7.32衡重式路肩墙-2型 =35(0),=19（KN/m3),f=0.30,=300（kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)DL2(m)DH2(m)50.30.52.253.250.51.052.27计算项目计算式数量H3(m）H-H12.75F1(m2)B1+(0.05H1+B1+0.45H1)H1/2 2.39F2(m2)(0.05H1+B1+b+B2)+(

56、0.05H1+B1+b+B2)+0.05H3-0.25H3H3/26.6F3(m2)DL1+DL2+(0.05H1+B1+b+B2)+0.05H3-0.25H3+B3(DH1+DH2+0.1B3)/2-0.1B3B3/2-DL2DH11.45每延米数量（m3)(F1+F2+F3)10.44 计算： 复核： 监理：衡重式路肩墙计算式衡重式路肩墙-2型 =35(0),=19（KN/m3),f=0.30,=300（kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)DL2(m)DH2(m)60.30.52.73.80.51.352.58计算项目计算式数量H3(m

57、）H-H13.3F1(m2)B1+(0.05H1+B1+0.45H1)H1/2 3.17F2(m2)(0.05H1+B1+b+B2)+(0.05H1+B1+b+B2)+0.05H3-0.25H3H3/29.47F3(m2)DL1+DL2+(0.05H1+B1+b+B2)+0.05H3-0.25H3+B3(DH1+DH2+0.1B3)/2-0.1B3B3/2-DL2DH11.72每延米数量（m3)(F1+F2+F3)14.36衡重式路肩墙-3型 =35(0),=19（KN/m3),f=0.40,=300（kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)D

58、L2(m)DH2(m)20.30.51.041.570.50.061.04计算项目计算式数量H3(m）H-H10.96F1(m2)B1+(0.05H1+B1+0.45H1)H1/2 0.79F2(m2)(0.05H1+B1+b+B2)+(0.05H1+B1+b+B2)+0.05H3-0.25H3H3/20.94F3(m2)DL1+DL2+(0.05H1+B1+b+B2)+0.05H3-0.25H3+B3(DH1+DH2+0.1B3)/2-0.1B3B3/2-DL2DH10.62每延米数量（m3)(F1+F2+F3)2.35衡重式路肩墙-3型 =35(0),=19（KN/m3),f=0.40,=

59、300（kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)DL2(m)DH2(m)30.30.51.442.180.50.161.23计算项目计算式数量H3(m）H-H11.56F1(m2)B1+(0.05H1+B1+0.45H1)H1/2 1.24F2(m2)(0.05H1+B1+b+B2)+(0.05H1+B1+b+B2)+0.05H3-0.25H3H3/21.91F3(m2)DL1+DL2+(0.05H1+B1+b+B2)+0.05H3-0.25H3+B3(DH1+DH2+0.1B3)/2-0.1B3B3/2-DL2DH10.73每延米数量（m3)

60、(F1+F2+F3)3.88 计算： 复核： 监理：衡重式路肩墙计算式衡重式路肩墙-3型 =35(0),=19（KN/m3),f=0.40,=300（kpa)H(m)DL1(m)DH1(m)H1(m)H2(m)B1(m)B2(m)B3(m)DL2(m)DH2(m)40.30.51.852.80.50.381.51计算项目计算式数量H3(m）H-H12.15F1(m2)B1+(0.05H1+B1+0.45H1)H1/2 1.78F2(m2)(0.05H1+B1+b+B2)+(0.05H1+B1+b+B2)+0.05H3-0.25H3H3/23.42F3(m2)DL1+DL2+(0.05H1+B1