贯通钢筋

45.bmp

49.bmp

53.bmp

57.bmp

61.bmp

65.bmp

69.bmp

73.bmp

77.bmp

81.bmp85.bmp89.bmp93.bmp97.bmp101.bmp105.bmp109.bmp钢筋工程量计算书量

计算表达式构件名称：贯通钢筋 构件位置：贯通钢筋板贯通钢筋：4层 标高：20.65 米L10@150 :板底筋从①～(11.07,241.916) 范围(11.07,241.416)～(11.07,242.416) 钢筋根数=(1-0.1)/0.15+1=7(四舍五入) 钢筋长度=4.041=4.041 钢筋重量=7*4.041*0.61654[钢筋比重]=17.44L10@150 :板底筋从①～(11.07,234.03) 范围(11.07,233.53)～(11.07,234.53) 钢筋根数=(1-0.1)/0.15+1=7(四舍五入) 钢筋长度=4.041=4.041 钢筋重量=7*4.041*0.61654[钢筋比重]=17.44L10@150 :板底筋从⑨～⑩ 范围⑩～⑩ 钢筋根数=(1-0.1)/0.15+1=7(四舍五入) 钢筋长度=8=8 钢筋重量=7*8*0.61654[钢筋比重]=34.526A8@150 :板底筋从A～D 范围D～D 钢筋根数=(1-0.1)/0.15+1=7(四舍五入) 钢筋长度=24.895+2*6.25*0.008[弯钩]+[搭接]2*1.2*25*0.008=25.475 钢筋重量=7*25.475*0.3935856[钢筋比重]=70.189A8@150 :板底筋从A～D 范围D～D 钢筋根数=(1-0.1)/0.15+1=7(四舍五入) 钢筋长度=24.895+2*6.25*0.008[弯钩]+[搭接]2*1.2*25*0.008=25.475 钢筋重量=7*25.475*0.3935856[钢筋比重]=70.189A8@150 :板底筋从A～D 范围D～D 钢筋根数=(1-0.1)/0.15+1=7(四舍五入) 钢筋长度=24.895+2*6.25*0.008[弯钩]+[搭接]2*1.2*25*0.008=25.475 钢筋重量=7*25.475*0.3935856[钢筋比重]=70.189A8@150 :板底筋从A～D 范围D～D 钢筋根数=(1-0.1)/0.15+1=7(四舍五入) 钢筋长度=24.895+2*6.25*0.008[弯钩]+[搭接]2*1.2*25*0.008=25.475 钢筋重量=7*25.475*0.3935856[钢筋比重]=70.189A8@150 :板底筋从A～D 范围D～D 钢筋根数=(1-0.1)/0.15+1=7(四舍五入) 钢筋长度=24.895+2*6.25*0.008[弯钩]+[搭接]2*1.2*25*0.008=25.475 钢筋重量=7*25.475*0.3935856[钢筋比重]=70.189A8@150 :板底筋从A～D 范围D～D 钢筋根数=(1-0.1)/0.15+1=7(四舍五入)件重量kg117.44117.44134.526170.189170.189170.189170.189170.189 钢筋长度=24.895+2*6.25*0.008[弯钩]+[搭接]2*1.2*25*0.008=25.475 钢筋重量=7*25.475*0.3935856[钢筋比重]=70.189A8@150 :板底筋从A～D 范围D～D 钢筋根数=(1-0.1)/0.15+1=7(四舍五入) 钢筋长度=24.895+2*6.25*0.008[弯钩]+[搭接]2*1.2*25*0.008=25.475 钢筋重量=7*25.475*0.3935856[钢筋比重]=70.189A8@150 :板底筋从A～D 范围D～D 钢筋根数=(1-0.1)/0.15+1=7(四舍五入) 钢筋长度=24.895+2*6.25*0.008[弯钩]+[搭接]2*1.2*25*0.008=25.475 钢筋重量=7*25.475*0.3935856[钢筋比重]=70.189A8@150 :板底筋从A～D 范围D～D 钢筋根数=(1-0.1)/0.15+1=7(四舍五入) 钢筋长度=24.895+2*6.25*0.008[弯钩]+[搭接]2*1.2*25*0.008=25.475 钢筋重量=7*25.475*0.3935856[钢筋比重]=70.189A8@150 :板底筋从A～D 范围D～D 钢筋根数=(1-0.1)/0.15+1=7(四舍五入) 钢筋长度=24.895+2*6.25*0.008[弯钩]+[搭接]2*1.2*25*0.008=25.475 钢筋重量=7*25.475*0.3935856[钢筋比重]=70.189A8@150 :板底筋从A～D 范围D～D 钢筋根数=(1-0.1)/0.15+1=7(四舍五入) 钢筋长度=24.895+2*6.25*0.008[弯钩]+[搭接]2*1.2*25*0.008=25.475 钢筋重量=7*25.475*0.3935856[钢筋比重]=70.189A8@150 :板底筋从A～D 范围D～D 钢筋根数=(1-0.1)/0.15+1=7(四舍五入) 钢筋长度=24.895+2*6.25*0.008[弯钩]+[搭接]2*1.2*25*0.008=25.475 钢筋重量=7*25.475*0.3935856[钢筋比重]=70.189A8@150 :板底筋从A～D 范围D～D 钢筋根数=(1-0.1)/0.15+1=7(四舍五入) 钢筋长度=24.895+2*6.25*0.008[弯钩]+[搭接]2*1.2*25*0.008=25.475 钢筋重量=7*25.475*0.3935856[钢筋比重]=70.189A8@150 :板底筋从A～D 范围D～D 钢筋根数=(1-0.1)/0.15+1=7(四舍五入) 钢筋长度=24.895+2*6.25*0.008[弯钩]+[搭接]2*1.2*25*0.008=25.475 钢筋重量=7*25.475*0.3935856[钢筋比重]=70.189A8@150 :板底筋从(80.48,253.029)～D 范围D～D 钢筋根数=(1-0.1)/0.15+1=7(四舍五入) 钢筋长度=2.81+2*6.25*0.008[弯钩]=2.91 钢筋重量=7*2.91*0.3935856[钢筋比重]=8.017A8@150 :板底筋从(76.05,251.887)～D 范围D～D18.017170.189170.189170.189170.189170.189170.189170.189170.189170.189 钢筋根数=(1-0.1)/0.15+1=7(四舍五入) 钢筋长度=4.187+2*6.25*0.008[弯钩]=4.287 钢筋重量=7*4.287*0.3935856[钢筋比重]=11.811A8@150 :板底筋从(9.43,253.038)～D 范围D～D 钢筋根数=(1-0.1)/0.15+1=7(四舍五入) 钢筋长度=3.036+2*6.25*0.008[弯钩]=3.136 钢筋重量=7*3.136*0.3935856[钢筋比重]=8.64A8@150 :板底筋从①～(10.73,253.745) 范围(10.73,253.245)～(10.73,254.245) 钢筋根数=(1-0.1)/0.15+1=7(四舍五入) 钢筋长度=3.527+2*6.25*0.008[弯钩]=3.627 钢筋重量=7*3.627*0.3935856[钢筋比重]=9.993A8@150 :板底筋从(13.31,251.285)～D 范围D～D 钢筋根数=(1-0.1)/0.15+1=7(四舍五入) 钢筋长度=4.589+2*6.25*0.008[弯钩]=4.689 钢筋重量=7*4.689*0.3935856[钢筋比重]=12.919L8@150 :板底筋从D～(12.51,259.024) 范围(13.01,259.024)～(12.01,259.024) 钢筋根数=(1-0.1)/0.15+1=7(四舍五入) 钢筋长度=3.15=3.15 钢筋重量=7*3.15*0.3935856[钢筋比重]=8.679A8@150 :板底筋从①～② 范围②～② 钢筋根数=(1-0.1)/0.15+1=7(四舍五入) 钢筋长度=8.1+2*6.25*0.008[弯钩]=8.2 钢筋重量=7*8.2*0.3935856[钢筋比重]=22.592L8@150 :板底筋从D～(71.45,259.024) 范围(71.95,259.024)～(70.95,259.024) 钢筋根数=(1-0.1)/0.15+1=7(四舍五入) 钢筋长度=3.15=3.15 钢筋重量=7*3.15*0.3935856[钢筋比重]=8.679A8@150 :板底筋从⑧～⑨ 范围⑨～⑨ 钢筋根数=(1-0.1)/0.15+1=7(四舍五入) 钢筋长度=8.4+2*6.25*0.008[弯钩]=8.5 钢筋重量=7*8.5*0.3935856[钢筋比重]=23.418L10@110 :板面筋从(16.27,244.48)～(13.87,244.48) 范围(13.87,244.98)～(13.87,243.98) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(20.47,244.48)～(18.07,244.48) 范围(18.07,244.98)～(18.07,243.98) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(24.67,244.48)～(22.27,244.48) 范围(22.27,244.98)～(22.27,243.98) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57123.41818.679122.59218.679112.91919.99318.64111.81111.58511.585 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(28.87,244.48)～(26.47,244.48) 范围(26.47,244.98)～(26.47,243.98) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(33.07,244.48)～(30.67,244.48) 范围(30.67,244.98)～(30.67,243.98) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(37.27,244.48)～(34.87,244.48) 范围(34.87,244.98)～(34.87,243.98) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(41.47,244.48)～(39.07,244.48) 范围(39.07,244.98)～(39.07,243.98) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(45.67,244.48)～(43.27,244.48) 范围(43.27,244.98)～(43.27,243.98) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(49.87,244.48)～(47.47,244.48) 范围(47.47,244.98)～(47.47,243.98) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(54.07,244.48)～(51.67,244.48) 范围(51.67,244.98)～(51.67,243.98) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(58.27,244.48)～(55.87,244.48) 范围(55.87,244.98)～(55.87,243.98) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(62.47,244.48)～(60.07,244.48) 范围(60.07,244.98)～(60.07,243.98) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(66.67,244.48)～(64.27,244.48) 范围(64.27,244.98)～(64.27,243.98) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(70.87,244.48)～(68.47,244.48) 范围(68.47,244.98)～(68.47,243.98) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(16.27,236.709)～(13.87,236.709) 范围(13.87,237.209)～(13.87,236.209) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.58511.58511.58511.58511.58511.58511.58511.58511.58511.58511.58511.58511.58511.585L10@110 :板面筋从(20.47,236.709)～(18.07,236.709) 范围(18.07,237.209)～(18.07,236.209) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(24.67,236.709)～(22.27,236.709) 范围(22.27,237.209)～(22.27,236.209) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(28.87,236.709)～(26.47,236.709) 范围(26.47,237.209)～(26.47,236.209) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(33.07,236.709)～(30.67,236.709) 范围(30.67,237.209)～(30.67,236.209) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(37.27,236.709)～(34.87,236.709) 范围(34.87,237.209)～(34.87,236.209) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(41.47,236.709)～(39.07,236.709) 范围(39.07,237.209)～(39.07,236.209) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(45.67,236.709)～(43.27,236.709) 范围(43.27,237.209)～(43.27,236.209) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(49.87,236.709)～(47.47,236.709) 范围(47.47,237.209)～(47.47,236.209) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(54.07,236.709)～(51.67,236.709) 范围(51.67,237.209)～(51.67,236.209) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(58.27,236.709)～(55.87,236.709) 范围(55.87,237.209)～(55.87,236.209) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.5711.58511.58511.58511.58511.58511.58511.58511.58511.585 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(62.47,236.709)～(60.07,236.709) 范围(60.07,237.209)～(60.07,236.209) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(66.67,236.709)～(64.27,236.709) 范围(64.27,237.209)～(64.27,236.209) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(70.87,236.709)～(68.47,236.709) 范围(68.47,237.209)～(68.47,236.209) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585A8@200 :板面筋从D～(17.07,254.877) 范围(16.57,254.877)～(17.57,254.877) 钢筋根数=(0-0.1)/0.2+1=1(四舍五入) 钢筋长度=1.25+0.1[板厚]+0.1[板厚]-2*0.015=1.42 钢筋重量=1.42*0.3935856[钢筋比重]=0.559L10@140 :板面筋从(8.93,240.424)～(8.93,238.024) 范围(8.43,238.024)～(9.43,238.024) 钢筋根数=(0-0.1)/0.14+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@170 :板面筋从(12.83,240.424)～(12.83,238.024) 范围(12.33,238.024)～(13.33,238.024) 钢筋根数=(0-0.1)/0.17+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@170 :板面筋从(17.07,240.424)～(17.07,238.024) 范围(16.57,238.024)～(17.57,238.024) 钢筋根数=(0-0.1)/0.17+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@170 :板面筋从(20.9,240.424)～(20.9,238.024) 范围(20.4,238.024)～(21.4,238.024) 钢筋根数=(0-0.1)/0.17+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@170 :板面筋从(25.18,240.424)～(25.18,238.024) 范围(24.68,238.024)～(25.68,238.024) 钢筋根数=(0-0.1)/0.17+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@170 :板面筋从(29.24,240.424)～(29.24,238.024) 范围(28.74,238.024)～(29.74,238.024) 钢筋根数=(0-0.1)/0.17+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@170 :板面筋从(33.27,240.424)～(33.27,238.024) 范围(32.77,238.024)～(33.77,238.024)11.58511.58511.58511.58510.55911.58511.58511.58511.58511.58511.585 钢筋根数=(0-0.1)/0.17+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@170 :板面筋从(37.64,240.424)～(37.64,238.024) 范围(37.14,238.024)～(38.14,238.024) 钢筋根数=(0-0.1)/0.17+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@170 :板面筋从(41.91,240.424)～(41.91,238.024) 范围(41.41,238.024)～(42.41,238.024) 钢筋根数=(0-0.1)/0.17+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@170 :板面筋从(45.69,240.424)～(45.69,238.024) 范围(45.19,238.024)～(46.19,238.024) 钢筋根数=(0-0.1)/0.17+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@170 :板面筋从(50.26,240.424)～(50.26,238.024) 范围(49.76,238.024)～(50.76,238.024) 钢筋根数=(0-0.1)/0.17+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@170 :板面筋从(54.37,240.424)～(54.37,238.024) 范围(53.87,238.024)～(54.87,238.024) 钢筋根数=(0-0.1)/0.17+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@170 :板面筋从(58.53,240.424)～(58.53,238.024) 范围(58.03,238.024)～(59.03,238.024) 钢筋根数=(0-0.1)/0.17+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@170 :板面筋从(62.89,240.424)～(62.89,238.024) 范围(62.39,238.024)～(63.39,238.024) 钢筋根数=(0-0.1)/0.17+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@170 :板面筋从(67.18,240.424)～(67.18,238.024) 范围(66.68,238.024)～(67.68,238.024) 钢筋根数=(0-0.1)/0.17+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@170 :板面筋从(71.09,240.424)～(71.09,238.024) 范围(70.59,238.024)～(71.59,238.024) 钢筋根数=(0-0.1)/0.17+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585A8@200 :板面筋从D～(20.9,254.877) 范围(20.4,254.877)～(21.4,254.877)11.58511.58511.58511.58511.58511.58511.58511.58511.58511.585 钢筋根数=(0-0.1)/0.2+1=1(四舍五入) 钢筋长度=1.25+0.1[板厚]+0.1[板厚]-2*0.015=1.42 钢筋重量=1.42*0.3935856[钢筋比重]=0.559A8@200 :板面筋从D～(25.18,254.877) 范围(24.68,254.877)～(25.68,254.877) 钢筋根数=(0-0.1)/0.2+1=1(四舍五入) 钢筋长度=1.25+0.1[板厚]+0.1[板厚]-2*0.015=1.42 钢筋重量=1.42*0.3935856[钢筋比重]=0.559A8@200 :板面筋从D～(29.24,254.877) 范围(28.74,254.877)～(29.74,254.877) 钢筋根数=(0-0.1)/0.2+1=1(四舍五入) 钢筋长度=1.25+0.1[板厚]+0.1[板厚]-2*0.015=1.42 钢筋重量=1.42*0.3935856[钢筋比重]=0.559A8@200 :板面筋从D～(33.27,254.877) 范围(32.77,254.877)～(33.77,254.877) 钢筋根数=(0-0.1)/0.2+1=1(四舍五入) 钢筋长度=1.25+0.1[板厚]+0.1[板厚]-2*0.015=1.42 钢筋重量=1.42*0.3935856[钢筋比重]=0.559A8@200 :板面筋从D～(37.64,254.877) 范围(37.14,254.877)～(38.14,254.877) 钢筋根数=(0-0.1)/0.2+1=1(四舍五入) 钢筋长度=1.25+0.1[板厚]+0.1[板厚]-2*0.015=1.42 钢筋重量=1.42*0.3935856[钢筋比重]=0.559A8@200 :板面筋从D～(41.91,254.877) 范围(41.41,254.877)～(42.41,254.877) 钢筋根数=(0-0.1)/0.2+1=1(四舍五入) 钢筋长度=1.25+0.1[板厚]+0.1[板厚]-2*0.015=1.42 钢筋重量=1.42*0.3935856[钢筋比重]=0.559A8@200 :板面筋从D～(45.69,254.877) 范围(45.19,254.877)～(46.19,254.877) 钢筋根数=(0-0.1)/0.2+1=1(四舍五入) 钢筋长度=1.25+0.1[板厚]+0.1[板厚]-2*0.015=1.42 钢筋重量=1.42*0.3935856[钢筋比重]=0.559A8@200 :板面筋从D～(50.26,254.877) 范围(49.76,254.877)～(50.76,254.877) 钢筋根数=(0-0.1)/0.2+1=1(四舍五入) 钢筋长度=1.25+0.1[板厚]+0.1[板厚]-2*0.015=1.42 钢筋重量=1.42*0.3935856[钢筋比重]=0.559A8@200 :板面筋从D～(54.37,254.877) 范围(53.87,254.877)～(54.87,254.877) 钢筋根数=(0-0.1)/0.2+1=1(四舍五入) 钢筋长度=1.25+0.1[板厚]+0.1[板厚]-2*0.015=1.42 钢筋重量=1.42*0.3935856[钢筋比重]=0.559A8@200 :板面筋从D～(58.53,254.877) 范围(58.03,254.877)～(59.03,254.877) 钢筋根数=(0-0.1)/0.2+1=1(四舍五入) 钢筋长度=1.25+0.1[板厚]+0.1[板厚]-2*0.015=1.42 钢筋重量=1.42*0.3935856[钢筋比重]=0.559A8@200 :板面筋从D～(62.89,254.877) 范围(62.39,254.877)～(63.39,254.877) 钢筋根数=(0-0.1)/0.2+1=1(四舍五入) 钢筋长度=1.25+0.1[板厚]+0.1[板厚]-2*0.015=1.42 钢筋重量=1.42*0.3935856[钢筋比重]=0.559A8@200 :板面筋从D～(67.18,254.877) 范围(66.68,254.877)～(67.68,254.877) 钢筋根数=(0-0.1)/0.2+1=1(四舍五入) 钢筋长度=1.25+0.1[板厚]+0.1[板厚]-2*0.015=1.42 钢筋重量=1.42*0.3935856[钢筋比重]=0.559A8@200 :板面筋从D～(71.09,254.877) 范围(70.59,254.877)～(71.59,254.877) 钢筋根数=(0-0.1)/0.2+1=1(四舍五入) 钢筋长度=1.25+0.1[板厚]+0.1[板厚]-2*0.015=1.42 钢筋重量=1.42*0.3935856[钢筋比重]=0.55910.55910.55910.55910.55910.55910.55910.55910.55910.55910.55910.55910.55910.559L10@110 :板面筋从(20.47,253.276)～(18.07,253.276) 范围(18.07,253.776)～(18.07,252.776) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(24.67,253.276)～(22.27,253.276) 范围(22.27,253.776)～(22.27,252.776) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(28.87,253.276)～(26.47,253.276) 范围(26.47,253.776)～(26.47,252.776) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(33.07,253.276)～(30.67,253.276) 范围(30.67,253.776)～(30.67,252.776) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(37.27,253.276)～(34.87,253.276) 范围(34.87,253.776)～(34.87,252.776) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(41.47,253.276)～(39.07,253.276) 范围(39.07,253.776)～(39.07,252.776) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(45.67,253.276)～(43.27,253.276) 范围(43.27,253.776)～(43.27,252.776) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(49.87,253.276)～(47.47,253.276) 范围(47.47,253.776)～(47.47,252.776) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(54.07,253.276)～(51.67,253.276) 范围(51.67,253.776)～(51.67,252.776) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(58.27,253.276)～(55.87,253.276) 范围(55.87,253.776)～(55.87,252.776) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.5711.58511.58511.58511.58511.58511.58511.58511.58511.585 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(62.47,253.276)～(60.07,253.276) 范围(60.07,253.776)～(60.07,252.776) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(66.67,253.276)～(64.27,253.276) 范围(64.27,253.776)～(64.27,252.776) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585L10@110 :板面筋从(70.87,253.276)～(68.47,253.276) 范围(68.47,253.776)～(68.47,252.776) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.61654[钢筋比重]=1.585C12@150 :板面筋从(16.4,253.824)～(13.7,253.824) 范围(13.7,254.324)～(13.7,253.324) 钢筋根数=(0-0.1)/0.15+1=1(四舍五入) 钢筋长度=2.7+0.1[板厚]+0.1[板厚]-2*0.015=2.87 钢筋重量=2.87*0.8878176[钢筋比重]=2.548C12@125 :板面筋从(79.12,236.709)～(76.72,236.709) 范围(76.72,237.209)～(76.72,236.209) 钢筋根数=(0-0.1)/0.125+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.8878176[钢筋比重]=2.282L10@140 :板面筋从(78.55,245.381)～(78.55,242.681) 范围(78.05,242.681)～(79.05,242.681) 钢筋根数=(0-0.1)/0.14+1=1(四舍五入) 钢筋长度=2.7+0.1[板厚]+0.1[板厚]-2*0.015=2.87 钢筋重量=2.87*0.61654[钢筋比重]=1.769L10@110 :板面筋从(75.22,254.067)～(72.52,254.067) 范围(72.52,254.567)～(72.52,253.567) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=2.7+0.1[板厚]+0.1[板厚]-2*0.015=2.87 钢筋重量=2.87*0.61654[钢筋比重]=1.769A8@200 :板面筋从(78.26,252.824)～(76.89,252.824) 范围(76.89,253.324)～(76.89,252.324) 钢筋根数=(0-0.1)/0.2+1=1(四舍五入) 钢筋长度=1.367+0.1[板厚]+0.1[板厚]-2*0.015=1.537 钢筋重量=1.537*0.3935856[钢筋比重]=0.605A8@200 :板面筋从D～(75.08,254.641) 范围(74.58,254.641)～(75.58,254.641) 钢筋根数=(0-0.1)/0.2+1=1(四舍五入) 钢筋长度=1.226+0.1[板厚]+0.1[板厚]-2*0.015=1.396 钢筋重量=1.396*0.3935856[钢筋比重]=0.549A8@200 :板面筋从D～(79.46,253.027) 范围(78.96,253.027)～(79.96,253.027) 钢筋根数=(0-0.1)/0.2+1=1(四舍五入) 钢筋长度=2.841+0.1[板厚]+0.1[板厚]-2*0.015=3.011 钢筋重量=3.011*0.3935856[钢筋比重]=1.185L10@110 :板面筋从(78.34,248.823)～(72.52,248.823) 范围(72.52,249.323)～(72.52,248.323)11.58511.58511.58511.58512.54812.28211.76911.76910.60510.54911.185 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=5.825+0.1[板厚]+0.1[板厚]-2*0.015=5.995 钢筋重量=5.995*0.61654[钢筋比重]=3.696L10@120 :板面筋从(11.92,254.354)～① 范围①～① 钢筋根数=(0-0.1)/0.12+1=1(四舍五入) 钢筋长度=4.752+0.1[板厚]+0.1[板厚]-2*0.015=4.922 钢筋重量=4.922*0.61654[钢筋比重]=3.035A8@200 :板面筋从D～(8.4,253.036) 范围(7.9,253.036)～(8.9,253.036) 钢筋根数=(0-0.1)/0.2+1=1(四舍五入) 钢筋长度=2.894+0.1[板厚]+0.1[板厚]-2*0.015=3.064 钢筋重量=3.064*0.3935856[钢筋比重]=1.206A8@200 :板面筋从(11.92,252.375)～(10.73,252.375) 范围(10.73,252.875)～(10.73,251.875) 钢筋根数=(0-0.1)/0.2+1=1(四舍五入) 钢筋长度=1.191+0.1[板厚]+0.1[板厚]-2*0.015=1.361 钢筋重量=1.361*0.3935856[钢筋比重]=0.536A8@200 :板面筋从(12.67,252.459)～(12.67,251.268) 范围(12.17,251.268)～(13.17,251.268) 钢筋根数=(0-0.1)/0.2+1=1(四舍五入) 钢筋长度=1.191+0.1[板厚]+0.1[板厚]-2*0.015=1.361 钢筋重量=1.361*0.3935856[钢筋比重]=0.536A8@200 :板面筋从D～(12.67,254.734) 范围(12.17,254.734)～(13.17,254.734) 钢筋根数=(0-0.1)/0.2+1=1(四舍五入) 钢筋长度=1.191+0.1[板厚]+0.1[板厚]-2*0.015=1.361 钢筋重量=1.361*0.3935856[钢筋比重]=0.536C12@150 :板面筋从(16.42,249.511)～(14.54,249.511) 范围(14.54,250.011)～(14.54,249.011) 钢筋根数=(0-0.1)/0.15+1=1(四舍五入) 钢筋长度=1.875+0.1[板厚]+0.1[板厚]-2*0.015=2.045 钢筋重量=2.045*0.8878176[钢筋比重]=1.816L8@150 :板面筋从(75.02,253.019)～(75.02,250.619) 范围(74.52,250.619)～(75.52,250.619) 钢筋根数=(0-0.1)/0.15+1=1(四舍五入) 钢筋长度=2.4+0.1[板厚]+0.1[板厚]-2*0.015=2.57 钢筋重量=2.57*0.3935856[钢筋比重]=1.012A8@200 :板面筋从(76.4,253.019)～(76.4,251.864) 范围(75.9,251.864)～(76.9,251.864) 钢筋根数=(0-0.1)/0.2+1=1(四舍五入) 钢筋长度=1.155+0.1[板厚]+0.1[板厚]-2*0.015=1.325 钢筋重量=1.325*0.3935856[钢筋比重]=0.522L10@110 :板面筋从(75.91,250.102)～(72.52,250.102) 范围(72.52,250.602)～(72.52,249.602) 钢筋根数=(0-0.1)/0.11+1=1(四舍五入) 钢筋长度=3.394+0.1[板厚]+0.1[板厚]-2*0.015=3.564 钢筋重量=3.564*0.61654[钢筋比重]=2.197A8@200 :板面筋从(9.85,256.71)～D 范围D～D 钢筋根数=(0-0.1)/0.2+1=1(四舍五入) 钢筋长度=0.941+0.1[板厚]+0.1[板厚]-2*0.015=1.111 钢筋重量=1.111*0.3935856[钢筋比重]=0.437板圆钢筋d<=10---合计板螺纹钢d<=20---合计13.69613.03511.20610.53610.53610.53611.81611.01210.52212.19710.4371093.97366.646板带肋钢筋---合计190.5872