衡重式挡墙计算公式

衡重式挡土墙计算数量表,,,,,,,,,,,,,,,,,

承包单位:云南路桥股份有限公司,,,,,,,,监理单位:云南云路工程监理咨询有限公司,,,,,,,,,第1页共3页

里程桩号,墙长(m),墙高(m),断面尺寸(m),,,,,,,,,,,,圬工体积(m3),,计算式及计算草图

,,,a=400,,,,,,,,,,,,墙身数量,基础数量(片石),

,L,H,H1,H2,n1,n2,A,DD,1d,b1,b2,Hd,B,hx,,,

,1.00,2,1,1.50,0,2,0.55,0.56,0.20,0.91,1.01,0.50,0.96,0.19,1.54,0.62,

,1.00,6.00,2.64,3.96,0.37,1,1.61,1.51,0.30,2.45,2.63,0.60,2.57,0.26,12.14,1.95,

,1.00,10.00,4.4,6.60,0.51,1,2.96,2.40,0.50,4.24,4.54,1.00,4.43,0.44,34.49,5.61,

,2.33,5.92,2.60,3.91,0.50,1,1.93,1.64,0.30,2.91,3.09,0.59,3.02,0.30,32.42,5.39,

,3.10,7.80,3.43,5.15,0.63,1,2.83,2.05,0.39,4.01,4.24,0.78,4.14,0.41,77.92,13.08,

,5.54,9.86,4.34,6.51,0.71,1,3.80,2.46,0.49,5.16,5.45,0.99,5.32,0.53,226.31,38.25,

,6.20,10.75,4.73,7.10,0.73,1,4.19,2.62,0.54,5.61,5.93,1.08,5.79,0.58,300.55,50.85,

,4.43,12.00,5.28,7.92,0.74,1,4.67,2.83,0.60,6.16,6.52,1.20,6.36,0.64,263.79,44.31,

,,,,,,,,,,,,,,,949.16,160.06,

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,,,,,,,,,,,,,,,,,计算式:

,,,,,,,,,,,,,,,,,墙身数量:

,,,,,,,,,,,,,,,,,V=(0.5+A)*H1/2*L+(A+DD+b1)*(H2-Hd)/2*L

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,基础数量:

,,,,,,,,,,,,,,,,,V=((1d+b1+b2)/2*hd+B*hx/2﹞*L

合计,,,,,,,,,,,,,,,0.00,,

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计算:,,,复核:,复核:,,,,,,,,,承包单位技术负责人:,,,,监理工程师:

衡重式挡土墙计算数量表,,,,,,,,,,,,,,,,,

承包单位:云南路桥股份有限公司,,,,,,,,监理单位:云南云路工程监理咨询有限公司,,,,,,,,,第3页共3页

里程桩号,墙长(m),墙高(m),断面尺寸(m),,,,,,,,,,,,圬工体积(m3),,计算式及计算草图

,,,a=200,,,,,,,,,,,,墙身数量,基础数量(片石),

,L,H,H1,H1,n1,n1,A,DD,1d,b,b,Hd,B,C,,,

K7+730～+735,4.75,8.66,3.81,3.81,0.48,0.48,2.52,2.08,0.43,3.63,1.84,0.87,#REF!,1.28,122.13,#REF!,

K7+735～+740,4.79,7.56,3.33,3.33,0.45,0.45,2.17,1.83,0.38,3.15,1.63,0.76,#REF!,1.11,93.73,#REF!,

K7+740～+743,2.90,6.70,2.95,2.95,0.41,0.41,1.86,1.66,0.34,2.77,1.49,0.67,#REF!,0.98,44.30,#REF!,

K7+743～+750,6.96,5.21,2.29,2.29,0.31,0.31,1.32,1.33,0.26,2.07,1.19,0.52,#REF!,0.75,62.47,#REF!,

K7+750～+760,9.67,3.59,1.64,1.64,0.12,0.12,0.78,0.92,0.25,1.31,0.87,0.50,#REF!,0.81,38.53,#REF!,

K7+760～+762.5,2.42,3.48,1.59,1.59,0.10,0.10,0.74,0.90,0.25,1.26,0.85,0.50,#REF!,0.80,9.02,#REF!,

K7+762.5～+767.5,4.96,3.60,1.64,1.64,0.12,0.12,0.78,0.92,0.25,1.31,0.87,0.50,#REF!,0.81,19.84,#REF!,

K7+767.5～+775,7.46,2.52,1.21,1.21,0.02,0.02,0.58,0.69,0.23,1.01,0.68,0.50,#REF!,0.75,16.02,#REF!,

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,,,,,,,,,,,,,,,,,计算式:

,,,,,,,,,,,,,,,,,墙身数量:

,,,,,,,,,,,,,,,,,V=(0.5+A)*H1/2*L+(A+DD+b)*(H-H1)/2*L

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