土石方工程方格网计算表

土石方工程（方格网）计算表,,,,,,,,,,,,,,,,

方格编号,第1点标高（m),,,第2点标高（m）,,,第3点标高（m）,,,第4点标高（m）,,,方格高度（m）,方格面积（m2）,方格体积（m3）,方格体积（m3）

,设计,自然,施工,设计,自然,施工,设计,自然,施工,设计,自然,施工,a=Σ施工/4,b=1×25,c填=a×b,c挖=a×b

1,0.00,0.12,-0.12,0.00,-0.07,0.07,0.00,-0.48,0.48,0.00,-0.21,0.21,0.16,25.00,4.000,

2,0.00,-0.21,0.21,0.00,-0.48,0.48,0.00,-0.43,0.43,0.00,-0.16,0.16,0.32,25.00,8.000,

3,0.00,-0.16,0.16,0.00,-0.43,0.43,0.00,-0.54,0.54,0.00,-0.18,0.18,0.33,25.00,8.188,

4,0.00,-0.18,0.18,0.00,-0.27,0.27,0.00,-0.54,0.54,0.00,-0.18,0.18,0.29,25.00,7.313,

5,0.00,-0.18,0.18,0.00,-0.27,0.27,0.00,-0.20,0.20,0.00,-0.09,0.09,0.19,25.00,4.625,

8,0.00,-0.27,0.27,0.00,-0.36,0.36,0.00,-0.27,0.27,0.00,-0.09,0.09,0.25,25.00,6.188,

9,0.00,-0.54,0.54,0.00,-0.44,0.44,0.00,-0.36,0.36,0.00,-0.27,0.27,0.40,25.00,10.063,

10,0.00,-0.43,0.43,0.00,-0.41,0.41,0.00,-0.44,0.44,0.00,-0.54,0.54,0.46,25.00,11.375,

11,0.00,-0.48,0.48,0.00,-0.56,0.56,0.00,-0.41,0.41,0.00,-0.43,0.43,0.47,25.00,11.750,

12,0.00,-0.07,0.07,0.00,-0.35,0.35,0.00,-0.56,0.56,0.00,-0.48,0.48,0.37,25.00,9.125,

13,0.00,-0.35,0.35,0.00,-0.32,0.32,0.00,-0.86,0.86,0.00,-0.56,0.56,0.52,25.00,13.063,

14,0.00,-0.56,0.56,0.00,-0.86,0.86,0.00,-0.78,0.78,0.00,-0.41,0.41,0.65,25.00,16.313,

15,0.00,-0.41,0.41,0.00,-0.78,0.78,0.00,-0.53,0.53,0.00,-0.44,0.44,0.54,25.00,13.500,

16,0.00,-0.44,0.44,0.00,-0.53,0.53,0.00,-0.58,0.58,0.00,-0.36,0.36,0.48,25.00,11.938,

17,0.00,-0.27,0.27,0.00,-0.72,0.72,0.00,-0.58,0.58,0.00,-0.36,0.36,0.48,25.00,12.063,

20,0.00,-0.71,0.71,0.00,-0.58,0.58,-0.86,-2.13,1.27,-0.86,-1.58,0.72,0.82,25.00,20.500,

21,0.00,-0.53,0.53,0.00,-0.58,0.58,-0.86,-2.12,1.26,-0.86,-2.13,1.27,0.91,25.00,22.750,

22,0.00,-0.78,0.78,0.00,-0.53,0.53,-0.86,-2.12,1.26,-0.86,-2.09,1.23,0.95,25.00,23.750,

23,0.00,-0.86,0.86,0.00,-0.78,0.78,-0.86,-2.09,1.23,-0.86,-2.04,1.18,1.01,25.00,25.313,

24,0.00,-0.32,0.32,0.00,-0.86,0.86,-0.86,-2.04,1.18,-0.86,-0.51,-0.35,0.50,25.00,12.563,

25,-0.86,-0.51,-0.35,-0.86,-2.04,1.18,-0.86,-1.94,1.08,-0.86,-0.46,-0.40,0.38,24.03,9.071,

26,-0.86,-2.04,1.18,-0.86,-2.09,1.23,-0.86,-2.07,1.21,-0.86,-1.94,1.08,1.18,25.00,29.375,

27,-0.86,-2.09,1.23,-0.86,-2.12,1.26,-0.86,-2.09,1.23,-0.86,-2.07,1.21,1.23,25.00,30.813,

28,-0.86,-2.12,1.26,-0.86,-2.13,1.27,-0.86,-2.02,1.16,-0.86,-2.09,1.23,1.23,25.00,30.750,

29,-0.86,-2.13,1.27,-0.86,-1.58,0.72,-0.86,-1.99,1.13,-0.86,-2.02,1.16,1.07,25.00,26.750,

30,-0.86,-1.58,0.72,-0.86,-0.94,0.08,-0.86,-2.03,1.17,-0.86,-1.99,1.13,0.78,25.00,19.375,

31,-0.86,-0.94,0.08,-0.86,-2.03,1.17,0.50,-0.26,0.76,0.50,0.06,0.44,0.61,25.00,15.313,

32,0.50,-0.26,0.76,0.50,0.19,0.31,0.50,0.22,0.28,0.50,0.06,0.44,0.45,25.00,11.188,

33,0.50,0.19,0.31,0.50,0.46,0.04,0.50,0.22,0.28,0.50,0.22,0.28,0.23,20.78,4.727,

35,0.50,0.34,0.16,0.50,0.34,0.16,0.50,0.46,0.04,0.50,0.46,0.04,0.10,2.45,0.245,

第001页小计,,,,,,,,,,,,,,,429.981,

土石方工程（方格网）计算表,,,,,,,,,,,,,,,,

方格编号,第1点标高（m),,,第2点标高（m）,,,第3点标高（m）,,,第4点标高（m）,,,方格高度（m）,方格面积（m2）,方格体积（m3）,方格体积（m3）

,设计,自然,施工,设计,自然,施工,设计,自然,施工,设计,自然,施工,a=Σ施工/4,b=1×25,c填=a×b,c挖=a×b

36,0.50,0.24,0.26,0.50,0.34,0.16,0.50,0.46,0.04,0.50,0.19,0.31,0.193,25.00,4.813,

37,0.50,0.41,0.09,0.50,0.24,0.26,0.50,0.19,0.31,0.50,-0.26,0.76,0.355,25.00,8.875,

38,0.50,0.36,0.14,0.50,0.09,0.41,0.50,0.24,0.26,0.50,0.41,0.09,0.225,25.00,5.625,

39,0.50,0.09,0.41,0.50,0.21,0.29,0.50,0.34,0.16,0.50,0.24,0.26,0.280,25.00,7.000,

40,0.50,0.21,0.29,0.50,0.21,0.29,0.50,0.34,0.16,0.50,0.34,0.16,0.225,6.89,1.549,

41,0.50,0.21,0.29,0.50,0.21,0.29,0.35,0.08,0.27,0.35,0.08,0.27,0.280,9.27,2.596,

42,0.50,0.09,0.41,0.50,0.21,0.29,0.35,0.42,-0.07,0.35,0.08,0.27,0.225,25.00,5.625,

43,0.50,0.09,0.41,0.50,0.36,0.14,0.35,0.42,-0.07,0.35,0.18,0.17,0.163,25.00,4.063,

44,0.35,0.06,0.29,0.35,0.06,0.29,0.35,0.42,-0.07,0.35,0.18,0.17,0.170,25.00,4.250,

45,0.35,0.06,0.29,0.35,-0.01,0.36,0.35,0.42,-0.07,0.35,0.08,0.27,0.213,25.00,5.313,

46,0.35,-0.01,0.36,0.35,-0.01,0.36,0.35,0.08,0.27,0.35,0.08,0.27,0.315,10.35,3.260,

47,0.50,0.22,0.28,0.50,0.22,0.28,0.50,0.56,-0.06,0.50,0.56,-0.06,0.110,13.25,1.458,

48,0.50,0.06,0.44,0.50,0.22,0.28,0.50,0.56,-0.06,0.50,-0.41,0.91,0.393,25.00,9.813,

49,-0.86,-2.03,1.17,-0.86,-2.06,1.20,0.50,-0.41,0.91,0.50,0.06,0.44,0.930,25.00,23.250,

50,-0.86,-1.99,1.13,-0.86,-2.03,1.17,-0.86,-2.06,1.20,-0.86,-2.02,1.16,1.165,25.00,29.125,

51,-0.86,-1.99,1.13,-0.86,-2.02,1.16,-0.86,-2.01,1.15,-0.86,-2.02,1.16,1.150,25.00,28.750,

52,-0.86,-2.09,1.23,-0.86,-2.02,1.16,-0.86,-2.01,1.15,-0.86,-2.18,1.32,1.215,25.00,30.375,

53,-0.86,-2.07,1.21,-0.86,-2.09,1.23,-0.86,-2.18,1.32,-0.86,-2.06,1.20,1.240,25.00,31.000,

54,-0.86,-2.07,1.21,-0.86,-1.94,1.08,-0.86,-2.02,1.16,-0.86,-2.06,1.20,1.163,25.00,29.063,

55,-0.86,-0.46,-0.40,-0.86,-1.94,1.08,-0.86,-2.02,1.16,-0.86,-0.24,-0.62,0.305,23.71,7.232,

56,-0.86,-0.41,-0.45,-0.86,-2.06,1.20,-0.86,-2.02,1.16,-0.86,-0.24,-0.62,0.323,24.02,7.746,

57,-0.86,-2.06,1.20,-0.86,-2.06,1.20,-0.86,-2.02,1.16,-0.86,-1.98,1.12,1.170,25.00,29.250,

58,-0.86,-2.06,1.20,-0.86,-2.18,1.32,-0.86,-2.04,1.18,-0.86,-1.98,1.12,1.205,25.00,30.125,

59,-0.86,-2.01,1.15,-0.86,-2.18,1.32,-0.86,-2.04,1.18,-0.86,-2.07,1.21,1.215,25.00,30.375,

60,-0.86,-2.01,1.15,-0.86,-2.02,1.16,-0.86,-2.03,1.17,-0.86,-2.07,1.21,1.173,25.00,29.313,

61,-0.86,-2.06,1.20,-0.86,-2.02,1.16,-0.86,-2.03,1.17,-0.86,-2.06,1.20,1.183,25.00,29.563,

62,-0.86,-2.06,1.20,-0.86,-2.06,1.20,0.50,-0.41,0.91,0.50,-0.96,1.46,1.193,25.00,29.813,

63,0.50,-0.41,0.91,0.50,0.56,-0.06,0.50,0.71,-0.21,0.50,-0.96,1.46,0.525,25.00,13.125,

64,0.50,0.56,-0.06,0.50,0.56,-0.06,0.50,0.71,-0.21,0.50,0.71,-0.21,-0.135,6.42,,-0.8667

65,0.50,0.71,-0.21,0.50,0.71,-0.21,0.50,0.71,-0.21,0.50,0.71,-0.21,-0.210,0.90,,-0.189

第002页小计,,,,,,,,,,,,,,,442.340,-1.0557

土石方工程（方格网）计算表,,,,,,,,,,,,,,,,

方格编号,第1点标高（m),,,第2点标高（m）,,,第3点标高（m）,,,第4点标高（m）,,,方格高度（m）,方格面积（m2）,方格体积（m3）,方格体积（m3）

,设计,自然,施工,设计,自然,施工,设计,自然,施工,设计,自然,施工,a=Σ施工/4,b=10×10,c填=a×b,c挖=a×b

66,-0.86,-0.84,-0.02,-0.86,-0.84,-0.02,0.50,0.96,-0.46,0.50,0.71,-0.21,-0.178,25.00,,-4.438

67,-0.86,-2.06,1.20,-0.86,-1.97,1.11,-0.86,-0.84,-0.02,0.50,-0.96,1.46,0.938,25.00,23.438,

68,-0.86,-2.06,1.20,-0.86,-1.97,1.11,-0.86,-2.03,1.17,-0.86,-2.02,1.16,1.160,25.00,29.000,

69,-0.86,-2.07,1.21,-0.86,-1.99,1.13,-0.86,-2.03,1.17,-0.86,-2.02,1.16,1.168,25.00,29.188,

70,-0.86,-2.07,1.21,-0.86,-1.99,1.13,-0.86,-2.03,1.17,-0.86,-2.04,1.18,1.173,25.00,29.313,

71,-0.86,-1.98,1.12,-0.86,-2.06,1.20,-0.86,-2.03,1.17,-0.86,-2.04,1.18,1.168,25.00,29.188,

72,-0.86,-1.98,1.12,-0.86,-2.06,1.20,-0.86,-2.06,1.20,-0.86,-2.06,1.20,1.180,25.00,29.500,

73,-0.86,-0.41,-0.45,-0.86,-0.54,-0.32,-0.86,-2.06,1.20,-0.86,-2.06,1.20,0.408,24.62,10.033,

74,-0.86,-0.59,-0.27,-0.86,-0.54,-0.32,-0.86,-2.06,1.20,-0.86,-2.06,1.20,0.453,22.38,10.127,

75,-0.86,-2.07,1.21,-0.86,-2.06,1.20,-0.86,-2.06,1.20,-0.86,-2.06,1.20,1.203,25.00,30.063,

76,-0.86,-2.07,1.21,-0.86,-2.06,1.20,-0.86,-2.03,1.17,-0.86,-2.06,1.20,1.195,25.00,29.875,

77,-0.86,-1.99,1.13,-0.86,-2.01,1.15,-0.86,-2.03,1.17,-0.86,-2.06,1.20,1.163,25.00,29.063,

78,-0.86,-1.99,1.13,-0.86,-2.01,1.15,-0.86,-2.02,1.16,-0.86,-2.02,1.16,1.150,25.00,28.750,

79,-0.86,-1.97,1.11,-0.86,-0.61,-0.25,-0.86,-2.02,1.16,-0.86,-2.02,1.16,0.795,25.00,19.875,

80,-0.86,-1.97,1.11,-0.86,-0.61,-0.25,-0.86,-0.84,-0.02,-0.86,0.93,-1.79,-0.238,25.00,,-5.938

81,-0.86,-0.84,-0.02,-0.86,0.93,-1.79,-0.86,-0.84,-0.02,-0.86,0.93,-1.79,-0.905,14.16,,-12.815

82,-0.86,0.93,-1.79,-0.86,0.93,-1.79,-0.86,0.93,-1.79,-0.86,0.93,-1.79,-1.790,2.91,,-5.209

83,-0.86,0.64,-1.50,-0.86,-0.61,-0.25,-0.86,0.93,-1.79,-0.86,0.93,-1.79,-1.333,25.00,,-33.313

84,-0.86,0.64,-1.50,-0.86,-0.61,-0.25,-0.86,-2.14,1.28,-0.86,-2.02,1.16,0.173,25.00,4.313,

85,-0.86,-2.01,1.15,-0.86,-2.14,1.28,-0.86,-2.14,1.28,-0.86,-2.02,1.16,1.218,25.00,30.438,

86,-0.86,-2.01,1.15,-0.86,-2.14,1.28,-0.86,-2.06,1.20,-0.86,-2.09,1.23,1.215,25.00,30.375,

87,-0.86,-2.07,1.21,-0.86,-2.06,1.20,-0.86,-2.06,1.20,-0.86,-2.09,1.23,1.210,25.00,30.250,

88,-0.86,-2.07,1.21,-0.86,-2.06,1.20,-0.86,-2.01,1.15,-0.86,-2.06,1.20,1.190,25.00,29.750,

89,-0.86,-0.64,-0.22,-0.86,-0.59,-0.27,-0.86,-2.01,1.15,-0.86,-2.06,1.20,0.465,14.40