1、钢钢筋筋工工程程量量计计算算书书工工程程名名称称：厂厂房房算算量量序序号号计计算算表表达达式式件件1板贯通钢筋：3层 标高：16.15 米L10150:板底筋从(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=17.441L10150:板底筋从(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
2、 钢筋重量=7*4.041*0.61654钢筋比重=17.441L10150:板底筋从 范围 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=34.5261A8150:板底筋从AD 范围DD 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=70.1891A8150:板底筋从AD 范围DD 钢筋根数=(1-0.1)/0.15+1=7(四舍五入)钢筋长度=24.895+2
3、*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=70.1891A8150:板底筋从AD 范围DD 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=70.1891A8150:板底筋从AD 范围DD 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
4、钢筋重量=7*25.475*0.3935856钢筋比重=70.1891A8150:板底筋从AD 范围DD 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=70.1891A8150:板底筋从AD 范围DD 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=70.1891A81
5、50:板底筋从AD 范围DD 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=70.1891A8150:板底筋从AD 范围DD 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=70.1891A8150:板底筋从AD 范围DD 钢筋根数=(1-0.1)/0.15+1=7(四
6、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=70.1891A8150:板底筋从AD 范围DD 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=70.1891A8150:板底筋从AD 范围DD 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
7、*25*0.008=25.475 钢筋重量=7*25.475*0.3935856钢筋比重=70.1891A8150:板底筋从AD 范围DD 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=70.1891A8150:板底筋从AD 范围DD 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*0.39358
8、56钢筋比重=70.1891A8150:板底筋从AD 范围DD 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=70.1891A8150:板底筋从(80.48,253.029)D 范围DD 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=8.0171A8150:板底筋从(76.05,251.887)D 范围DD 钢筋
9、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=11.8111A8150:板底筋从(9.43,253.038)D 范围DD 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=8.641A8150:板底筋从(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
10、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=9.9931A8150:板底筋从(13.31,251.285)D 范围DD 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=12.9191L8150: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
11、.3935856钢筋比重=8.6791A8150:板底筋从 范围 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=22.5921L8150: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=8.6791A8150:板底筋从 范围 钢筋根数=(1-0.1)/0.15+1=7(四舍五入)钢筋长度=8.
12、4+2*6.25*0.008弯钩=8.5 钢筋重量=7*8.5*0.3935856钢筋比重=23.4181L10110: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=1.5851L10110: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=
13、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=1.5851L10110: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=2.57 钢筋重量=2.57*0.61654钢筋比重=1.5851L10110: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
14、=(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=1.5851L10110: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=1.5851L10110:板面筋从(37.27,244.48)(34.87,244.48)范围(34.87,244.98)(3
15、4.87,243.98)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=1.5851L10110: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=1.5851L10110:板面筋从(45.67,244.48)(43.27,244.48)范围
16、(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=1.5851L10110: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=1.5851L10110:板面筋从(54.07,244.48)
17、(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=1.5851L10110: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=1.5851L10110:板面
18、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=1.5851L10110: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
19、=1.5851L10110: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=1.5851L10110: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
20、筋重量=2.57*0.61654钢筋比重=1.5851L10110: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=1.5851L10110: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.
21、1板厚+0.1板厚-2*0.015=2.57 钢筋重量=2.57*0.61654钢筋比重=1.5851L10110: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=1.5851L10110: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
22、.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=1.5851L10110: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=1.5851L10110:板面筋从(41.47,236.709)(39.07,236.709)范围(39.07,237.209)(39.0
23、7,236.209)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=1.5851L10110: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=1.5851L10110:板面筋从(49.87,236.709)(47.47,236.70
24、9)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=1.5851L10110: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=1.5851L10110:板面筋从(58.
25、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=2.57 钢筋重量=2.57*0.61654钢筋比重=1.5851L10110: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
26、比重=1.5851L10110: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=1.5851L10110: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=
27、2.57 钢筋重量=2.57*0.61654钢筋比重=1.5851A8200: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=0.5591L10140: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
28、*0.015=2.57 钢筋重量=2.57*0.61654钢筋比重=1.5851L10170: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=1.5851L10170: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
29、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=1.5851L10170: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=1.5851L10170: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=
30、(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=1.5851L10170: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=1.5851L10170:板面筋从(33.27,240.424)(33.27,238.024)范围(32.77,238.
31、024)(33.77,238.024)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=1.5851L10170: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=1.5851L10170:板面筋从(41.91,240.424)(41.
32、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=1.5851L10170: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=1.5851L10170
33、: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=1.5851L10170: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*
34、0.61654钢筋比重=1.5851L10170: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=1.5851L10170: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
35、-2*0.015=2.57 钢筋重量=2.57*0.61654钢筋比重=1.5851L10170: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=1.5851L10170: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
36、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=1.5851A8200:板面筋从D(20.9,254.877)范围(20.4,254.877)(21.4,254.877)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=0.5591A8200: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
37、=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=0.5591A8200: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=0.5591A8200: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
38、.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=0.5591A8200: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=0.5591A8200: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=1.2
39、5+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=0.5591A8200: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=0.5591A8200: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+
40、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=0.5591A8200: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=0.5591A8200: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.
41、1板厚+0.1板厚-2*0.015=1.42 钢筋重量=1.42*0.3935856钢筋比重=0.5591A8200: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=0.5591A8200: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
42、厚+0.1板厚-2*0.015=1.42 钢筋重量=1.42*0.3935856钢筋比重=0.5591A8200: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=0.5591L10110: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)
43、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=1.5851L10110: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=1.5851L10110: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
44、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=1.5851L10110: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=1.5851L10110:板面筋从(37.27,253.276)(34.87,253.276)范围(34.87,25
45、3.776)(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=1.5851L10110: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=1.5851L10110:板面筋从(45.67,253.276)(4
46、3.27,253.276)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=1.5851L10110: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=1.5851L101
47、10: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=1.5851L10110: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=2.57 钢筋重量=2.5
48、7*0.61654钢筋比重=1.5851L10110: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=1.5851L10110: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
49、板厚-2*0.015=2.57 钢筋重量=2.57*0.61654钢筋比重=1.5851L10110: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=1.5851C12150: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
50、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=2.5481C12125: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=2.2821L10140:板面筋从(78.55,245.381)(78.55,242.681)范围(78.05,242.681)(79.05,242.