路堑挡土墙计算书

合同段:08设计复核数量扣减涵洞口数量扣减后数量计算与设计图纸数量差值1209-1-1M7.5砂浆砌片、块石K47+100～K47+160右m3159.4159.524.39155.13-4.27具体扣减计算式见K47+160涵洞工程计算书2209-1-1M7.5砂浆砌片、块石K47+160～K47+220右m3185.90185.954.48181.47-4.43具体扣减计算式见K47+160涵洞工程计算书3209-1-1M7.5砂浆砌片、块石K47+220～K47+280右m3190.00190.24190.240.244209-1-1M7.5砂浆砌片、块石K47+280～K47+345右m3186.50186.67186.670.175209-1-1M7.5砂浆砌片、块石K47+515～K47+580左m3159.30159.29159.29-0.016209-1-1M7.5砂浆砌片、块石K47+580～K47+640左m3201.30201.71201.710.417209-1-1M7.5砂浆砌片、块石K47+640～K47+700左m3230.30229.79229.79-0.518209-1-1M7.5砂浆砌片、块石K47+700～K47+760左m3255.80255.9511.01244.94-10.86具体扣减计算式见K47+740涵洞工程计算书9209-1-1M7.5砂浆砌片、块石K47+760～K47+780左m3131.90130.01130.01-1.8910209-1-1M7.5砂浆砌片、块石K48+570～K48+630右m3191.80192.37192.370.5711209-1-1M7.5砂浆砌片、块石K48+630～K48+690右m3212.10165.82165.82-46.2812209-1-1M7.5砂浆砌片、块石K48+770～K48+820左m3210.00210.4011.67198.73-11.27具体扣减计算式见K48+800涵洞工程计算书13209-1-1M7.5砂浆砌片、块石K48+820～K48+880.82左m3223.60223.71223.710.1114209-1-1M7.5砂浆砌片、块石K48+880.82～K48+940左m3205.60205.70205.700.1015209-1-1M7.5砂浆砌片、块石K48+940～K49+000左m3283.10283.3214.84268.48-14.62具体扣减计算式见K48+990.55涵洞工程计算书209-1挡土墙（含护面墙、护肩、护脚、路肩墙）挡墙工程数量复核汇总表施工单位：云南第二公路桥梁工程有限公司细目名称起讫桩号单位序号细目编号位置施工图原设计数量计算数量备注监理单位：云南云路工程监理咨询有限公司计算：技术负责人：驻地办合同监理工程师：总监办合同监理工程师：指挥部：.合同段:08设计复核数量扣减涵洞口数量扣减后数量计算与设计图纸数量差值挡墙工程数量复核汇总表施工单位：云南第二公路桥梁工程有限公司细目名称起讫桩号单位序号细目编号位置施工图原设计数量计算数量备注监理单位：云南云路工程监理咨询有限公司16209-1-1M7.5砂浆砌片、块石K49+000～K49+060左m3202.70202.76202.760.0617209-1-1M7.5砂浆砌片、块石K49+060～K49+102.89左m3133.00132.98132.98-0.0218209-1-1M7.5砂浆砌片、块石K49+102.89～K49+160左m3159.10159.20159.200.1019209-1-1M7.5砂浆砌片、块石K49+160～K49+195左m383.6083.8383.830.2320209-1-1M7.5砂浆砌片、块石K49+210～K49+260右m3159.90159.82159.82-0.0821209-1-1M7.5砂浆砌片、块石K49+240～K49+300左m3199.20199.36199.360.1622209-1-1M7.5砂浆砌片、块石K49+260～K49+320右m3301.80301.7412.41289.33-12.47具体扣减计算式见K49+300涵洞工程计算书23209-1-1M7.5砂浆砌片、块石K49+400～K49+432左m358.9059.1259.120.2224209-1-1M7.5砂浆砌片、块石K51+570～K51+640右m3304.40304.85304.850.4525209-1-1M7.5砂浆砌片、块石K51+640～K51+708右m3271.10271.26271.260.1626209-1-1M7.5砂浆砌片、块石K52+320～K52+370左m3132.30132.42132.420.1227209-1-1M7.5砂浆砌片、块石K52+370～K52+410.02左m3169.10169.31169.310.2128209-1-1M7.5砂浆砌片、块石K52+410.02～K52+470左m3191.10191.18191.180.0829209-1-1M7.5砂浆砌片、块石K52+470～K52+510.02左m3191.10190.075.40184.67-6.43具体扣减计算式见K52+510.02涵洞工程计算书30209-1-1M7.5砂浆砌片、块石K52+510.02～K52+570左m3327.70327.695.94321.75-5.95具体扣减计算式见K52+510.02涵洞工程计算书31209-1-1M7.5砂浆砌片、块石K52+570～K52+640左m3312.80311.8733.27278.60-34.20具体扣减计算式见K52+585通道工程计算书计算：技术负责人：驻地办合同监理工程师：总监办合同监理工程师：指挥部：.合同段:08设计复核数量扣减涵洞口数量扣减后数量计算与设计图纸数量差值挡墙工程数量复核汇总表施工单位：云南第二公路桥梁工程有限公司细目名称起讫桩号单位序号细目编号位置施工图原设计数量计算数量备注监理单位：云南云路工程监理咨询有限公司32209-1-1M7.5砂浆砌片、块石K52+640～K52+670左m363.7063.8563.850.1533209-1-1M7.5砂浆砌片、块石K58+320～K58+380左m3133.10143.02143.029.9234209-1-1M7.5砂浆砌片、块石K58+380～K58+440左m3167.60180.93180.9313.3335209-1-1M7.5砂浆砌片、块石K58+440～K58+480左m3116.60119.88119.883.2836209-1-1M7.5砂浆砌片、块石K49+950～K50+160左m3483.00483.0015.50467.50-15.50具体扣减计算式见K50+106涵洞工程计算书37209-1-1M7.5砂浆砌片、块石K51+240～K51+400左m3368.00368.003.22364.78-3.22具体扣减计算式见K51+400涵洞工程计算书38209-1-1M7.5砂浆砌片、块石K55+430～K56+050右m31364.001426.003.251422.7558.75具体扣减计算式见K55+680涵洞工程计算书39209-1-1M7.5砂浆砌片、块石K49+520～K49+890左m3101.50102.900.82102.080.58具体扣减计算式见K49+540涵洞工程计算书40209-1-1M7.5砂浆砌片、块石K49+530～K49+840右m350.7558.801.5357.276.52具体扣减计算式见K49+540涵洞工程计算书41209-1-1M7.5砂浆砌片、块石K52+840～K53+100左m363.8076.441.5374.9111.11具体扣减计算式见K52+980涵洞工程计算书42209-1-1M7.5砂浆砌片、块石K52+850～K53+100右m360.9060.271.4758.80-2.10具体扣减计算式见K52+980涵洞工程计算书43209-1-1M7.5砂浆砌片、块石K56+240～K56+342左m329.5829.9929.990.4144209-1-1M7.5砂浆砌片、块石K56+220～K56+342右m335.3835.8735.870.4945209-1-1M7.5砂浆砌片、块石K56+420～K56+660左m369.6070.5670.560.9646209-1-1M7.5砂浆砌片、块石K56+440～K56+660右m363.8064.6864.680.88合计9395.719462.10130.739331.37-64.34计算：技术负责人：驻地办合同监理工程师：总监办合同监理工程师：指挥部：.墙身回填平台墙身回填平台长度墙高断面积LHbBB′h1△b1△h1A(m)左右(m)(m)(m)(m)(m)(m)(m)比宽a比宽c(m2)S(m3)S(m3)S(m3)1.2合计0.600.251.10.251.258.5459.950.6K3+290√51.631.781.250.251.253.4510[σ]=500(kPa)1.730.200.340.150.690.000.000.000.000.2534.50.6K3+280√50.690.690.251.250.251.253.4594.50.690.690.000.000.000.00K3+270√50.6910[σ]=500(kPa)平台简图X胸坡背坡坡比n1坡比n2图号S3-13(第1页共4页)A=A1+A2数量计算表(附表)桩号型式位置墙身尺寸墙身回填94.51.2A1=(H-△h1)×bA2=△h1×(△b1+b)+[h1×(△b1+b)]/295.7A3=[(0.2×0.25+1)+1]×0.2/2A4=0.3×0.2K3+270～K3+290左208-5-bM7.5砂浆砌片(块)石m387.84.8合计m3108.816.2路堑挡土墙工程数量计算书起讫桩号清单编号清单名称单位设计数量计算数量计算式计算:技术负责人:驻地高级监理工程师:总监理工程师:指挥部：墙身回填平台墙身回填平台长度墙高断面积LHbBB′h1△b1△h1A(m)左右(m)(m)(m)(m)(m)(m)(m)比宽a比宽c(m2)S(m3)S(m3)S(m3)路堑挡土墙工程数量计算书型式数量计算表(附表)简图墙身尺寸X图号S3-13(第1页共4页)A=A1+A2A2=△h1×(△b1+b)+[h1×(△b1+b)]/210K3+310墙身A1=(H-△h1)×bA4=0.3×0.2A3=[(0.2×0.25+1)+1]×0.2/2桩号位置平台[σ]=200(kPa)551.631.63K3+29010K3+3000.150.601.11.251.781.781.731.730.200.3485.48.5485.40.340.150.601.11.258.541.631.781.730.200.340.150.601.18.541.250.205[σ]=200(kPa)0.250.250.25170.81.2172.0回填0.60.60.25背坡坡比n2208-5-bM7.5砂浆砌片(块)石m316.2m3清单名称单位合计0.25计算式计算数量191.8坡比n10.25170.84.8设计数量起讫桩号K3+290～K3+310左清单编号胸坡170.81.2合计√√√计算:技术负责人:驻地高级监理工程师:总监理工程师:指挥部：墙身回填平台墙身回填平台长度墙高断面积LHbBB′h1△b1△h1A(m)左右(m)(m)(m)(m)(m)(m)(m)比宽a比宽c(m2)S(m3)S(m3)S(m3)路堑挡土墙工程数量计算书起讫桩号清单编号清单名称单位设计数量计算数量计算式K3+330