1、分部分项工程量清单计价表工程名称:干粉砂浆生产线土建工程-烘干炉序号项目名称计量单位结算数据结算综合单价计算依据备注工程量 综合单价合价1土方开挖工程1、土方开挖2、土方场内外运输，运距投标单位自行综合考虑m3242.3015.003634.50合同清单。2土方回填工程1、土方回填2、土方场内外运输，运距投标单位自行综合考虑m3131.0417.002227.68合同清单。3砌体墙1、不分内外墙体、厚度及砌体材料m3111.20400.0044481.60合同清单。4混凝土灌注桩1.成孔、固壁2.混凝土制作、运输、灌注、振捣、养护3.泥浆池及沟槽砌筑、拆除4.泥浆制作、运输，运距投标单位自行综2、合考虑5.清理、运输，运距投标单位自行综合考虑6、入岩增加，增加量投标单位综合考虑7、不分桩径，不分深度m3135.001300.00175500.00合同清单。5混凝土灌注桩 桩径600mm(遇到溶洞部分)1.成孔、固壁2.泥浆制作、运输，运距投标单位自行综合考虑3.清理、运输，运距投标单位自行综合考虑m314.41603.518698.15套定额，取费按广州有关文件计算，凡计价中涉及费率的均取中值计算。6混凝土灌注桩 桩径800mm(遇到溶洞部分)1.成孔、固壁2.泥浆制作、运输，运距投标单位自行综合考虑3.清理、运输，运距投标单位自行综合考虑m325.35424.0610748.267混3、凝土垫层工程1、垫层混凝土制作、浇捣m314.97410.006137.70合同清单。8混凝土基础工程1、各种基础及基础梁混凝土制作、浇捣m395.95480.0046056.00合同清单。9混凝土梁板柱工程1、混凝土梁板柱制作、浇捣m3361.23760.00274534.80合同清单。10现浇混凝土钢筋1、钢筋制作、安装t108.280540.0058471.20合同清单。11水泥砂浆地面1、20厚1:2.5水泥砂浆批面，加水泥粉随手抹光m2400.09102.0040809.18合同清单。12水泥砂浆楼面1、20厚1:2.5水泥砂浆批面，加水泥粉随手抹光m2532.1220.0010644、2.40合同清单。13水泥砂浆楼梯面1、20厚1:2.5水泥砂浆批面，加水泥粉随手抹光m246.0820.00921.60合同清单。14内墙面一般抹灰1、20厚水泥石灰砂浆抹灰2、面刷石灰水两遍(加胶)m2789.5522.0017370.10合同清单。15天棚抹灰1、15厚水泥石灰砂浆抹灰2、面扫白灰水两遍m21373.9525.0034348.75合同清单。16外墙涂料1、15厚1:3水泥防水砂浆打底2、面刷涂料m21202.7635.0042096.60合同清单。17混凝体百叶窗1、混凝体百叶窗制作、安装m278.00300.0023400.00合同清单。第 1 页，共 74 页18屋面5、柔性防水1、20厚1:2水泥砂浆找平层2、刷基层处理剂一遍3、2厚聚氨脂防水涂料4、满铺0.5厚聚乙烯薄膜一层5、现浇1：8水泥膨胀珍珠岩最薄处20厚6、80厚泡沫混凝土砖m2394.67130.0051307.10合同清单。第5、6小项工序没有施工。套定额，取费按广州有关文件计算，凡计价中涉及费率的均取中值计算。18-1 扣减现浇1：8水泥膨胀珍珠岩最薄处20厚-394.6732.78-12937.2818-2 扣减80厚泡沫混凝土砖-394.6720.20-7972.3318-3 20mm厚 水泥砂浆找平层394.679.933919.07汇总834395.07分部分项工程量清单计价表工程6、名称:干粉砂浆生产线土建工程-烘干炉序号项目名称计量单位结算数据结算综合单价计算依据备注工程量 综合单价合价第 2 页，共 74 页工程量汇总表工程名称:干粉砂浆生产线土建工程-烘干炉序号项目名称计量单位结算工程结算工程量备注工程量1土方开挖工程1、土方开挖2、土方场内外运输，运距投标单位自行综合考虑m3242.30不包含地梁放大脚及3:7砂石垫层部分体积(最终挖土量=地梁放大脚及3:7砂石垫层部分体积+现结算开挖量)。2土方回填工程1、土方回填2、土方场内外运输，运距投标单位自行综合考虑m3131.04未扣除地梁放大脚体积（最终挖土量-地梁放大脚+现回填工程）。3砌体墙1、不分内外墙体、厚度7、及砌体材料m3111.204混凝土灌注桩1.成孔、固壁2.混凝土制作、运输、灌注、振捣、养护3.泥浆池及沟槽砌筑、拆除4.泥浆制作、运输，运距投标单位自行综合考虑5.清理、运输，运距投标单位自行综合考虑7、入岩增加，增加量投标单位综合考虑8、不分桩径，不分深度m35混凝土垫层工程1、垫层混凝土制作、浇捣m314.976混凝土基础工程1、各种基础及基础梁混凝土制作、浇捣m395.957混凝土梁板柱工程1、混凝土梁板柱制作、浇捣m3361.238现浇混凝土钢筋1、钢筋制作、安装t108.289水泥砂浆地面1、20厚1:2.5水泥砂浆批面，加水泥粉随手抹光m2400.0910水泥砂浆楼面1、20厚18、:2.5水泥砂浆批面，加水泥粉随手抹光m2532.1211水泥砂浆楼梯面1、20厚1:2.5水泥砂浆批面，加水泥粉随手抹光2、金刚砂防滑条m246.0812内墙面一般抹灰1、20厚水泥石灰砂浆抹灰2、面刷石灰水两遍(加胶)m2838.1613天棚抹灰1、15厚水泥石灰砂浆抹灰2、面扫白灰水两遍m21373.9514外墙涂料1、15厚1:3水泥防水砂浆打底2、面刷涂料m21154.1515混凝体百叶窗1、混凝体百叶窗制作、安装m278.0016屋面柔性防水1、20厚1:2水泥砂浆找平层2、刷基层处理剂一遍3、2厚聚氨脂防水涂料4、满铺0.5厚聚乙烯薄膜一层5、现浇1：8水泥膨胀珍珠岩最薄处20厚9、6、80厚泡沫混凝土砖m2394.6716-1 扣减现浇1：8水泥膨胀珍珠岩最薄处20厚 材料费-394.67第 3 页，共 74 页16-2 扣减现浇1：8水泥膨胀珍珠岩最薄处20厚 人工费-394.6716-3 扣减80厚泡沫混凝土砖厚 材料费-394.6716-4 扣减80厚泡沫混凝土砖 人工费-394.67屋面柔性防水(变更综合单价)1、20厚1:2水泥砂浆找平层2、刷基层处理剂一遍3、2厚聚氨脂防水涂料4、满铺0.5厚聚乙烯薄膜一层m2394.6716-5 水泥砂浆找平层394.67汇总工程名称:干粉砂浆生产线土建工程-烘干炉序号项目名称计量单位结算工程结算工程量备注工程量第 4 页10、，共 74 页计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号构件数桩号半径长(m)桩深(m)入岩深度混凝土(m3)111#0.617.805.03214#0.616.804.753114#0.616.504.66412#0.616.804.75517#0.817.108.596112#0.616.704.727110#0.61704.80110#0.816.608.34110#0.817.808.94813#0.617.304.899111#0.616.704.721015#0.61704.8011113#0.616.704.721218#0.617.104.8313118#0.11、61704.80118#0.81708.54118#0.81809.0414115#0.61704.801516#0.617.104.8316116#0.616.504.66116#0.817.808.941719#0.617.104.8318119#0.617.304.8919117#0.61704.8020122#0.817.608.8421123#0.817.808.9422120#0.616.604.6923121#0.617.304.89汇总:166.07备注溶洞。溶洞。溶洞。计 算 稿工程名称:干粉砂浆生产线土建工程-烘干炉序号名称轴线构件数量数据垫层加宽数据工作面(M)挖土底面积12、(M2)开挖地面标高(-M)垫层面标高(M)开挖深度(M)挖土方量(M3)砼工程量(M3)垫层砼工程量(M3)备注半径长(M)轴线长扣减承台/柱长扣减梁长宽(M)高(M)半径长(M)宽(M)高(M)挖桩承台CT1201.0501.051.000.100.100.100.507.20-0.051.101.1596.6622.053.13CT211.2001.201.000.100.100.100.508.40-0.051.101.155.321.440.20CT522.4001.601.000.100.100.100.5015.48-0.051.101.1520.337.680.94JC131.13、3300.500.600.100.100.100.505.31-0.050.700.757.861.200.32JC211.4601.000.800.100.100.100.508.25-0.050.900.952.771.170.20JC313.4402.940.600.100.100.100.5032.39-0.050.700.7514.606.951.30JC412.1002.552.700.100.100.100.5020.46-0.052.802.8531.366.710.63JC511.2001.000.600.100.100.100.507.44-0.050.700.753.3014、0.720.17池内中间板(JC4)挖基础梁横向KDL-A-1(1)AX11/114.1294.630.500.000.300.700.100.100.100.506.19-0.050.800.851.050.870.22KDL-A-2(2A)AX2/1318.48610.241.650.100.401.000.100.100.100.5013.58-0.051.101.153.613.390.52KDL-A-3(3)AX36124.00025.801.800.000.300.800.100.100.100.5036.00-0.050.900.956.125.761.21DL-1-(1A)1/15、A2/11/224.4365.040.600.401.000.100.100.100.507.10-0.051.101.153.733.550.561.01KDL-A-2(4)2/A11/2112.03012.980.950.000.401.000.100.100.100.5019.25-0.051.101.154.984.810.73KDL-B-1(6)BX16138.55044.605.780.000.300.800.100.100.100.5057.83-0.050.900.9547.619.251.941.88纵向KDL-1-1(2)1XAB18.0009.001.000.000.3016、0.700.100.100.100.5012.00-0.050.800.851.801.680.39第 7 页，共 74 页KDL-2-1(2)1/1XAB18.2509.000.750.000.301.000.100.100.100.5012.38-0.051.101.152.582.480.40KDL-1-2(1)34.1495.151.000.000.401.000.100.100.100.506.64-0.051.101.155.174.980.46KDL-2-1(1)2XAB18.0009.001.000.000.401.000.100.100.100.5012.80-0.051.117、01.153.403.200.46KDL-3-1(1)3XAB48.4009.000.600.000.300.800.100.100.100.5012.60-0.050.900.958.578.061.55扣减混凝土115.5000.401.000.100.100.100.5024.80-0.051.101.15-28.52挖土方量242.30承台砼47.92基础梁砼48.03垫层砼15.32回填土131.04纵向 计 算 稿工程名称:干粉砂浆生产线土建工程-烘干炉第 8 页，共 74 页4.262.624.84第 9 页，共 74 页3.26第 10 页，共 74 页 计计 算算 稿稿工程名18、称:干粉砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据板厚半径长 轴线长扣减柱长扣减梁长宽高(厚)柱KZ2(-0.0519.5m)120.600.6019.550KZ3(-0.055.10m)20.400.405.150KZ3(-0.059.70m)20.400.409.750KZ4(-0.059.70m)10.300.309.750KZ4(-0.052.30m)120.300.302.350KZ521.001.003.400KZ521.001.003.140小计:柱砼2.30梁x xKL-B-1(1)14.134.6290.5000.0000.300.3500.15KL-A-3(3)1119、1.8512.8000.9500.0000.300.3500.15KL-A-2(2)24.445.0360.6000.0000.300.3500.15L-A-1(1)14.334.6290.0000.3000.250.3000.15KL-A-1(5)111.2512.8001.5500.0000.300.3500.15Y Y1XABKL-1-1(2)18.009.0001.0000.0000.300.3500.151/1XABKL-1-2(2)18.109.0000.6000.3000.300.3500.152/1XA1/AKL-2-1(3)34.105.1491.0500.0000.300.20、3500.15L-2-1(1)11.792.0900.0000.3000.200.2500.155.10梁X XKL-A-1(1)14.134.6290.5000.0000.300.4000.2KL-A-2(1)14.284.6290.2000.1500.250.3000.2KL-A-1(1)14.134.6290.5000.0000.300.4000.2Y YKL-1-1(2)18.009.0001.0000.0000.300.4000.2KL-1-1(2)18.159.0000.4000.4500.300.4000.211.5梁X XKL-B(5)140.8044.6003.0000.8021、00.300.8000.2第 11 页，共 74 页L-B(1)18.709.0000.3000.0000.250.5000.2L-C(4)133.2034.8000.0001.6000.250.5000.2L-A(5)141.8044.6000.0002.8000.250.5000.2KL-A(5)140.8044.6003.0000.8000.300.8000.2Y YABX1KL-1(1)28.409.0000.6000.0000.400.8000.2L-1a(1)12.853.0000.0000.1500.200.3000.2L-1a(1)12.853.0000.0000.1500.222、00.3000.2L-1a(1)12.853.0000.0000.1500.200.3000.2L-1a(1)12.853.0000.0000.1500.200.3000.2KL-2(1)48.409.0000.6000.0000.400.8000.2L-1a(1)12.853.0000.0000.1500.200.3000.2L-1a(1)12.853.0000.0000.1500.200.3000.219.5梁X XKL-A(5A)240.8044.6003.0000.8000.400.7800.12WL-A(5)242.2844.6000.0002.3250.250.5800.12Y Y23、KL-1-(1)18.409.0000.6000.0000.400.7800.12KL-2(1)48.409.0000.6000.0000.300.7800.12WL-6(1)18.409.0000.6000.0000.250.7800.12小计:梁砼板板 砼砼2.30板砼板17.647.9440.0000.3008.550.150砼板14.745.0360.0000.3005.550.150砼板17.878.1710.3005.550.150扣减KZ3(0.005.10m)10.400.400.150KZ4(0.005.10m)100.300.300.150KL-A-3(3)111.851224、.8000.9500.0000.300.150KL-A-2(2)14.445.0360.6000.0000.300.150L-A-1(1)14.334.6290.0000.3000.250.150KL-A-2(2)14.445.0360.6000.0000.300.150X X 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据板厚半径长 轴线长扣减柱长扣减梁长宽高(厚)第 12 页，共 74 页KL-1-2(2)18.109.0000.6000.3000.300.150KL-2-1(3)34.105.1491.0500.0000.300.150L-2-1(1)125、1.792.0900.0000.3000.200.150孔洞11.211.940.15013.142.850.1505.10板砼板14.334.6290.0000.3008.550.200扣减KL-A-2(1)14.284.6290.2000.1500.250.20011.50板砼板143.8044.6000.8009.300.200扣减L-B(1)18.709.0000.3000.0000.250.200L-C(4)133.2034.8000.0001.6000.250.200L-A(5)141.8044.6000.0002.8000.250.200L-1a(1)12.853.0000.0026、00.1500.200.200L-1a(1)12.853.0000.0000.1500.200.200L-1a(1)12.853.0000.0000.1500.200.200L-1a(1)12.853.0000.0000.1500.200.200KL-2(1)48.409.0000.6000.0000.400.200L-1a(1)12.853.0000.0000.1500.200.200L-1a(1)12.853.0000.0000.1500.200.200孔洞14.632.850.20011.001.410.20011.502.500.20013.14*(0.4*0.4)*0.1513.1427、*(0.65*0.65)*0.1511.560.880.20019.50板砼板143.8344.1250.0000.3009.400.120 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据板厚半径长 轴线长扣减柱长扣减梁长宽高(厚)第 13 页，共 74 页KL-A(5A)240.8044.6003.0000.8000.400.120KL-2(1)48.409.0000.6000.0000.300.120孔洞11.560.880.12013.14*(0.65*0.65)0.12013.14*(0.4*0.4)0.120小计:板砼 计计 算算 稿稿工程名称:干粉28、砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据板厚半径长 轴线长扣减柱长扣减梁长宽高(厚)第 14 页，共 74 页开始标高结束标高砼工程量(m3)备注-0.0519.583.07-0.055.11.65-0.059.73.12-0.059.70.88-0.052.32.54-0.053.356.80-0.053.096.28104.330.430.437.051.241.230.930.930.320.321.181.130.840.840.840.841.241.240.090.090.501.313.230.320.500.960.960.980.969.799.7946.82第 129、5 页，共 74 页1.091.094.154.155.235.239.799.795.385.380.170.160.170.160.170.160.170.1610.7510.750.1700.17025.4625.4649.8412.2612.262.6212.127.861.64107.4299.9415.569.803.946.55-0.02-0.14-0.53-0.20-0.16-0.20 46.82开始标高结束标高砼工程量(m3)备注第 16 页，共 74 页-0.36-0.55-0.05-0.35-1.34 2.3m的数量:15.56。7.405.1m的数量:5.94。5.9430、-0.21 81.4777.09-2.64 不足0.3-0.75 不足0.3不足0.3不足0.349.4348.9315.56开始标高结束标高砼工程量(m3)备注第 17 页，共 74 页已经在梁中扣除。不足0.3不足0.3不足0.3151.09147.5248.93开始标高结束标高砼工程量(m3)备注第 18 页，共 74 页计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据扣除部分半径长宽(厚)梁高板厚层高高门窗（长）门窗（高）门、窗工程量(m3)门窗过梁（长）门窗过梁（高）外外 墙墙11.5m19.5m砖砌体1980.180.90.1587.1砼百叶窗10031、.183.252.414.043.750.12外墙砌砖汇总14.04第 19 页，共 74 页工程量(m3)备注砼门窗过梁(m3)125.2440.810.81111.204第 20 页，共 74 页 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据工程量(m2)备注半径长宽高混凝体百叶窗103.252.478.00汇总混凝体百叶窗工程量78.00第 21 页，共 74 页楼楼梯梯计计算算稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号工程项目及部位构件数(个)楼梯休息平台楼梯板几何尺寸(m)步级尺寸楼梯跑数、踏步级数梯梁平台梯板长宽长宽厚长高L(斜长)宽厚宽高32、跑数级数长宽高砼(m3)10.00m2.3m14.21.450004.22.34.791.450.130.30.1611330.250.450.000.9022.3m5.1m12.41.4531.7210.132.41.42.781.450.130.30.162830.250.451.340.5235.1m7.4m13.91.4531.7210.133.91.44.141.450.130.30.162830.250.451.340.7847.4m9.7m14.21.451.530.134.22.34.791.450.130.30.1611430.250.450.590.9059.7m11.5m33、12.41.450003.91.84.301.450.130.30.1611130.250.450.000.81第 22 页，共 74 页梯级梯梁模板(M2)水泥砂浆楼梯面水平投影0.320.346.096.046.040.370.3415.8717.6113.110.370.3425.7917.6110.80.350.3424.9911.0010.80.270.343.485.105.339.44砼(m3)第 23 页，共 74 页 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据开始标高结束标高工程量(m2)备注半径长宽高水水 泥泥 砂砂 浆浆 地地 面面034、.00m水泥砂浆地面145.409.30422.22扣减柱KZ2(0.0019.5m)120.600.60-4.32 KZ3(0.005.10m)30.400.40-0.48 KZ4(0.005.10m)10.300.30-0.09 KZ4(0.002.30m)120.300.30-1.08 KZ521.001.00-2.00 KZ521.001.00-2.00 汇汇总总:水水泥泥砂砂浆浆地地面面工工程程量量412.25400.09水水 泥泥 砂砂 浆浆 楼楼 面面2.30m2.30m103.74水泥砂浆楼面17.648.5565.36水泥砂浆楼面14.745.5526.28水泥砂浆楼面18.35、475.5547.01扣减-34.92 KZ3(0.005.10m)10.400.40-0.16 KZ4(0.005.10m)100.300.30-0.90 第 24 页，共 74 页孔洞11.211.94-2.34 13.142.85-8.93 5.10m5.10m42.93水泥砂浆楼面14.739.1543.23扣减KZ2的一部分。20.300.30-0.18 KZ2的一部分。30.200.20-0.12 11.5m11.5m385.45水泥砂浆楼面144.308.70385.41孔洞14.632.85-13.18 11.001.41-1.41 11.502.50-3.75 13.14*(36、0.4*0.4)-0.50 13.14*(0.65*0.65)-0.20 11.560.88-1.37 汇汇总总:水水泥泥砂砂浆浆楼楼面面工工程程量量534.25532.12水水泥泥砂砂浆浆楼楼梯梯面面 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据开始标高结束标高工程量(m2)备注半径长宽高第 25 页，共 74 页KZ2(0.0011.5m)81.2011.500011.5110.4KZ2(0.0011.5m)40.6011.500011.527.6KZ3(0.0011.5m)20.4011.500011.59.2汇汇总总:内内水水泥泥砂砂浆浆楼楼梯梯面面37、 工工程程量量147.20内内 墙墙 面面 一一 般般 抹抹 灰灰11.5m19.5m11.5m19.5m水泥砂浆楼梯面 柱面一般抹灰KZ2(0.0011.5m)81.207.85011.519.3575.36KZ2(0.0011.5m)40.607.85011.519.3518.84KZ3(0.0011.5m)20.407.85011.519.356.28KZ3(0.0011.5m)10.400.47.85011.519.3512.56砖砌体199.97.8511.519.35784.22砼百叶窗103.252.4-78.00 汇汇总总:内内墙墙面面一一般般抹抹灰灰工工程程量量819.26838、38.16天天 棚棚 抹抹 灰灰 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据开始标高结束标高工程量(m2)备注半径长宽高第 26 页，共 74 页2.30m2.30m天棚抹灰17.648.5565.36146.58天棚抹灰14.745.5526.28天棚抹灰18.475.5547.01KL-A-3(3)111.850.300.50011.85KL-A-2(2)24.440.300.5008.87L-A-1(1)14.330.250.4503.90KL-1-2(2)18.100.300.5008.10KL-2-1(3)34.100.300.50012.30孔39、洞11.211.94-2.34 13.142.85-8.93 3.75.13.75.10m0m70.49天棚抹灰14.939.1545.10KL-A-2(1)14.280.250.5004.28KL-1-1(2)18.000.300.69.60KL-1-1(2)18.150.300.6楼梯面积15.877.49.77.49.711.50m11.50m596.19天棚抹灰144.308.70385.41 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据开始标高结束标高工程量(m2)备注半径长宽高第 27 页，共 74 页L-B(1)18.700.250.712.140、8L-C(4)133.200.250.70046.48L-A(5)141.800.250.70058.52L-1a(1)62.850.200.50017.10KL-2(1)48.400.401.00067.20孔洞14.632.85-13.18 11.001.41-1.41 11.502.50-3.75 13.14*(0.4*0.4)-0.50 13.14*(0.65*0.65)-1.33 11.560.88-1.37 楼梯面积54.2619.50m19.50m560.69天棚抹灰144.939.40422.30WL-A(5)242.280.250.700118.37KL-2(1)48.40041、.300.90060.48孔洞11.560.88-1.37 13.14*(0.65*0.65)-1.33 596.19 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据开始标高结束标高工程量(m2)备注半径长宽高第 28 页，共 74 页13.14*(0.4*0.4)-0.50 汇汇总总:天天棚棚抹抹灰灰工工程程量量1464.801373.95外外 墙墙 涂涂 料料0.00m11.50m0.00m11.50m372.95柱面外墙涂料原原属属于于内内墙墙涂涂料料KZ2(0.0011.5m)81.200.611.500011.5331.2KZ2(0.0011.5m)42、41.800.611.500011.5220.8KZ3(0.0011.5m)30.800.411.500011.582.8KZ3(0.0011.5m)10.400.411.500011.518.4KZ4(0.0011.5m)10.300.311.500011.513.8KZ4(0.002.30m)120.300.32.30002.333.12KZ521.0013.35003.3526.8KZ521.0013.09003.0924.7211.50m19.5m11.50m19.5m781.2KZ2(0.0011.5m)81.208.00011.519.576.8KZ2(0.0011.5m)41.243、08.00011.519.538.4KZ3(0.0011.5m)20.408.00011.519.56.4KZ3(0.0011.5m)10.400.48.00011.519.512.8砖砌体1107.48.00011.519.5859.20 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据开始标高结束标高工程量(m2)备注半径长宽高第 29 页，共 74 页砼百叶窗103.252.4-78.00 汇汇总总:外外墙墙涂涂料料工工程程量量1667.241154.15 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据开始标高结束标高工程44、量(m2)备注半径长宽高第 30 页，共 74 页计 算 稿工程名称:干粉砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据开始标高结束标高工程量(m2)备注半径长宽高屋面柔性防水143.869.06397.37孔洞11.560.88-1.37 1 3.14*(0.65*0.65)-1.33 1 3.14*(0.4*0.4)汇总屋面柔性防水工程量394.67砖砌体1105.840.120.33.81干粉砂浆项目施工方案调整说明。抹水泥砂浆1105.840.120.376.20干粉砂浆项目施工方案调整说明。76.03第 31 页，共 74 页计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干45、炉序号轴线名称构件数量数据(M)比重单位理论重量工程量(kg)损耗工程量(kg)备注半径长宽高基基础础B3100X100X1060.10.10.01kg/m278.64.7161.0304.857B6300X400X1060.30.40.01kg/m278.656.5921.03058.29010361.125kg/m0.61724.9891.03025.738B7200X300X1640.20.30.016kg/m2125.630.1441.03031.04810120.875kg/m0.6176.4791.0306.6732.302.30板板B3100X100X1010.10.10.01k46、g/m2196.251.9631.0302.0211020.85kg/m0.6171.0491.0301.080B5500X600X2550.50.60.025kg/m2196.25294.3751.030303.20614151.486kg/m1.20826.9261.03027.734B6300X400X1010.30.40.01kg/m278.69.4321.0309.7151061.125kg/m0.6174.1651.0304.290第 32 页，共 74 页B7200X300X1610.20.30.016kg/m2125.67.5361.0307.7621030.875kg/m0.47、6171.6201.0301.6685.105.10板板B9400X200X1610.40.20.016kg/m2125.610.0481.03010.3491231.05kg/m0.8882.7971.0302.881B10300X300X1610.30.30.016kg/m2125.611.3041.03011.6431231.15kg/m0.8883.0641.0303.156B11400X400X2520.40.40.025kg/m2196.2562.8001.03064.6841261.15kg/m0.8886.1271.0306.311B12200X200X2510.20.20.048、25kg/m2196.257.8501.0308.0861221.05kg/m0.8881.8651.0301.92111.511.5板板B9200X500X1640.20.50.016kg/m2125.650.2401.03051.747计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据(M)比重单位理论重量工程量(kg)损耗工程量(kg)备注半径长宽高第 33 页，共 74 页12121.05kg/m0.88811.1891.03011.524B10300X300X16100.30.30.016kg/m2125.6113.0401.030116.431123049、1.15kg/m0.88830.6361.03031.555B11400X400X2580.40.40.025kg/m2196.25251.2001.030258.73612241.15kg/m0.88824.5091.03025.244汇总预埋构件1056.6521088.352计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据(M)比重单位理论重量工程量(kg)损耗工程量(kg)备注半径长宽高第 34 页，共 74 页钢钢 筋筋 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号构件名称钢筋级别/直径构件数量单构件钢筋数量长宽高保护层厚度(M)布筋范50、围钢筋间距(M)弯钩长度(M)搭接长度(M)锚固长度(M)单根钢筋长度（M）总长(M)理论重量(KG)重量(KG)损耗率总重量(t)一承台基础1 CT1纵向底筋（X向）B121502071.0500.0400.1500.1501.120152.3200.888135.260纵向底筋（Y向）B121502071.0500.0400.1500.1501.120152.3200.888135.260纵向面筋（X向）B121502073.0500.0400.1500.1502.960402.5600.888357.473纵向面筋（Y向）B121502071.0500.0400.1500.1181.0851、8147.9140.888131.347腰筋B121502061.0500.0400.1500.1501.120144.8530.888128.6302 CT2纵向底筋（X向）B12150181.2000.0400.1500.1501.2709.9060.8888.797纵向底筋（Y向）B12150181.2000.0400.1500.1501.2709.9060.8888.797纵向面筋（X向）B12150183.2000.0400.1500.1503.11024.2580.88821.541纵向面筋（Y向）B12150181.2000.0400.1500.1181.2389.6530.8852、88.572腰筋B12150161.2000.0400.1500.1501.2707.6200.8886.7673 CT5所有纵筋B201002502.4000.0400.1000.4802.800280.0002.466690.480箍筋B121002231.6001.0000.0400.1000.2855.325247.0740.888219.4024 JC1上部纵筋B12150332.5300.0400.1500.1182.40822.6310.88820.097上部纵筋B12150390.5000.0400.1500.1440.56414.6640.88813.022下部纵筋B121553、0331.3300.0400.1500.1181.25011.2500.8889.990下部纵筋B12150390.5000.0400.1500.1440.56415.2280.88813.522拉筋A10500360.6000.0400.5000.1250.64511.6100.6177.163腰筋B12150340.5000.0400.1500.1180.5386.1290.8885.4425 JC2上部纵筋B12100193.0600.0400.1000.1182.93827.0260.88823.999上部纵筋B121001141.0000.0400.1000.1441.06414.654、830.88813.039下部纵筋B12150161.4600.0400.1500.1181.3808.9240.8887.925下部纵筋B121501101.0000.0400.1500.1441.06410.1430.8889.007拉筋A105001190.8000.0400.5000.1250.84516.1110.6179.941腰筋B12150191.0000.0400.1500.1181.0389.6150.8888.5386 JC3第 35 页，共 74 页上部纵筋B121501264.1400.0400.1500.1184.018104.7250.88892.996上部纵筋B55、121501193.9400.0400.1500.1444.00477.6780.88868.978下部纵筋B121501262.9400.0400.1500.1182.86074.5510.88866.201下部纵筋B121501193.9400.0400.1500.1444.00477.6780.88868.978拉筋A105001560.6000.0400.5000.1250.64535.8300.61722.107腰筋B121501163.9400.0400.1500.1183.97863.6420.88856.5147 JC4底部底筋B12125121202.1002.5502.7056、00.0402.4700.1250.0840.0000.0002.10441.5750.88836.919顶部面筋B12125121202.1002.5502.7000.0402.4700.1250.0840.0000.0002.10441.5750.88836.919底部面筋B12125121162.1002.5502.7000.0402.0200.1250.0840.0000.0002.55441.2730.88836.650顶部底筋B12125121162.1002.5502.7000.0402.0200.1250.0840.0000.0002.55441.2730.88836.650A57、1050010162.1002.5502.7000.0402.5500.5000.1250.0000.0000.5453.3250.6172.0512.55m方向侧壁钢筋B12125122162.1002.5502.7000.0402.0200.1250.0840.0000.4503.154101.9370.88890.520侧壁钢筋B12150122132.1002.5502.7000.0402.0200.1500.0840.0000.4503.15484.9480.88875.434侧壁钢筋B12150122142.1002.5502.7000.0402.1200.1500.0840.0058、00.9003.00484.9130.88875.4032.10m方向侧壁钢筋B12125122202.1002.5502.7000.0402.4700.1250.0840.0000.4503.154124.6460.888110.686侧壁钢筋B12150122162.1002.5502.7000.0402.4700.1500.0840.0000.4503.154103.8720.88892.238侧壁钢筋B12150122142.1002.5502.7000.0402.1200.1500.0840.0000.9003.00484.9130.88875.4038 JC5上部纵筋B12150159、62.4000.0400.1500.1182.27814.7280.88813.079上部纵筋B12150181.0000.0400.1500.1441.0648.2990.8887.370下部纵筋B12150161.2000.0400.1500.1181.1207.2430.8886.431下部纵筋B12150181.0000.0400.1500.1441.0648.2990.8887.370拉筋A10500180.6000.0400.5000.1250.6455.1770.6173.194腰筋B12150171.0000.0400.1500.1181.0386.8480.8886.081小60、小 计计3082.1813.082二梁1 基础梁1.1 KDL-A-1(1)上部通长筋3B22133.5790.0301.7605.27915.8372.98447.258下部通长筋3B22133.5790.0301.7605.27915.8372.98447.258钢钢 筋筋 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号构件名称钢筋级别/直径构件数量单构件钢筋数量长宽高保护层厚度(M)布筋范围钢筋间距(M)弯钩长度(M)搭接长度(M)锚固长度(M)单根钢筋长度（M）总长(M)理论重量(KG)重量(KG)损耗率总重量(t)第 36 页，共 74 页箍筋加密区箍筋A810012261、0.3000.7000.0300.1902.07045.5380.39517.988非加密区箍筋A8200160.3000.7000.0300.1902.07013.2370.3955.2291.2 KDL-A-2(2A)上部通长筋4B25147.3610.0302.0009.36137.4443.853144.272下部通长筋挑檐4B25140.6360.0302.0002.57610.3043.85339.701第一跨4B25142.6750.0302.0004.61518.4603.85371.126第二跨4B25143.4700.0302.0005.41021.6403.85383.362、79腰筋6B12167.3610.9608.32149.9260.88844.334箍筋A101001440.4001.0000.0300.2372.917127.2280.61778.500侧边加密箍A10100160.4001.0000.0300.2372.91717.5040.61710.8001.3 KDL-A-3(3)上部通长筋3B221322.1750.0302.4641.76026.33979.0172.984235.787下部通长筋（13跨）3B22337.9500.0301.7609.65086.8502.984259.160箍筋加密区箍筋A81003250.3000.80063、0.0300.1902.270170.2440.39567.246非加密区箍筋A82003270.3000.8000.0300.1902.270182.1610.39571.954腰筋4B121422.1750.0302.4641.76026.339105.3560.88893.5561.4 DL-A-1(1A)上部通长筋4B25245.0360.0302.0006.97655.8083.853215.028下部通长筋(挑檐)4B25241.3200.0302.0003.26026.0803.853100.486下部通长筋(跨)4B25243.1160.0302.0005.05640.448364、.853155.846箍筋加密区箍筋A81002440.4001.0000.0300.1902.870250.8310.39599.078非加密区箍筋A8200210.4001.0000.0300.1902.8703.3290.3951.315腰筋6B12265.0360.0300.9605.93671.2320.88863.2541.5 KDL-A-2(4)上部通长筋4B251411.4050.0301.4002.00014.74558.9803.853227.250下部通长筋(第一跨)6B22164.1040.0301.7605.80434.8242.984103.915下部通长筋(第二跨65、)6B22162.6250.0301.7604.32525.9502.98477.435钢钢 筋筋 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号构件名称钢筋级别/直径构件数量单构件钢筋数量长宽高保护层厚度(M)布筋范围钢筋间距(M)弯钩长度(M)搭接长度(M)锚固长度(M)单根钢筋长度（M）总长(M)理论重量(KG)重量(KG)损耗率总重量(t)第 37 页，共 74 页下部通长筋(第三跨)6B22162.7410.0301.7604.44126.6462.98479.512下部通长筋(第四跨)6B22160.9450.0301.7602.64515.8702.98447.3566、6箍筋A1010011130.4001.0000.0300.2372.917330.9790.617204.214腰筋6B121611.4050.0300.96012.30573.8300.88865.561侧边加密箍A101120.4001.0000.0300.2372.91735.0090.61721.6001.6 KDL-B-1(6)上部通长筋3B221342.2750.0306.1601.76050.135150.4052.984448.809下部通长筋(第一跨)3B22133.5790.0301.7605.27915.8372.98447.258下部通长筋(第二跨)3B22133.367、210.0301.7605.02115.0632.98444.948下部通长筋(第三跨)3B22137.9500.0301.7609.65028.9502.98486.387下部通长筋(第四跨)3B22137.9500.0301.7609.65028.9502.98486.387下部通长筋(第五跨)3B22137.9500.0301.7609.65028.9502.98486.387下部通长筋(第六跨)3B22137.4750.0301.7609.17527.5252.98482.135箍筋加密区箍筋A810011500.3000.8000.0300.1902.270340.4880.395168、34.493非加密区箍筋A820011120.3000.8000.0300.1902.270254.5150.395100.533腰筋4B121442.2750.0303.3600.96046.535186.1400.888165.2921.7 KDL-1-1(2)上部通长筋3B20137.9500.0301.6009.49028.4702.46670.207下部通长筋(第一跨)3B20134.0990.0301.6005.63916.9172.46641.717下部通长筋(第二跨)3B20132.8010.0301.6004.34113.0232.46632.115箍筋加密区箍筋A8100169、440.3000.7000.0300.1902.07091.0760.39535.975非加密区箍筋A82001130.3000.7000.0300.1902.07025.8740.39510.220腰筋4B12137.9500.0300.9608.85026.5500.88823.5761.8 KDL-2-1(2)上部通长筋4B25147.9500.0302.0009.89039.5602.46697.555下部通长筋(第一跨)4B25144.9500.0302.0006.89027.5602.46667.963下部通长筋(第二跨)4B25142.2750.0302.0004.21516.870、602.46641.577箍筋加密区箍筋A101001620.3001.0000.0300.2372.717168.4790.617103.951钢钢 筋筋 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号构件名称钢筋级别/直径构件数量单构件钢筋数量长宽高保护层厚度(M)布筋范围钢筋间距(M)弯钩长度(M)搭接长度(M)锚固长度(M)单根钢筋长度（M）总长(M)理论重量(KG)重量(KG)损耗率总重量(t)第 38 页，共 74 页非加密区箍筋A10100140.3001.0000.0300.2372.7179.5110.6175.868腰筋6B12160.0300.9600.9071、05.4000.8884.795侧边加密箍A10160.3001.0000.0300.2372.71716.3040.61710.0601.9 KDL-1-2(1)上部通长筋4B22344.4740.0301.7606.17474.0882.984221.079下部通长筋4B25344.4740.0302.0006.41476.9683.984306.641箍筋A81003380.4001.0000.0300.1902.870330.6150.395130.593腰筋6B12364.4740.0300.9605.37496.7320.88885.898侧边加密箍A83120.4001.000072、.0300.1902.870103.3170.39540.8101.10KDL-2-1(1)上部通长筋4B25147.8750.0302.0009.81539.2603.853151.269下部通长筋4B25147.8750.0302.0009.81539.2603.853151.269箍筋A101001780.4001.0000.0300.2372.917227.2650.617140.223腰筋4B12140.0300.9600.9003.6000.8883.197侧边加密箍A101180.4001.0000.0300.2372.91752.5130.61732.4011.11 KDL-373、-1(1)上部通长筋3B22437.9500.0301.7609.650115.8002.984345.547下部通长筋3B22437.9500.0301.7609.650115.8002.984345.547箍筋加密区箍筋A81004250.3000.8000.0300.1902.270226.9920.39589.662非加密区箍筋A82004270.3000.8000.0300.1902.270242.8810.39595.938腰筋4B12447.9500.0300.9608.850141.6000.888125.7412 2.3m梁2.1 KL-B-1(1)上部通长筋2B22124.74、1290.0301.7605.82911.6582.98434.787下部通长筋2B22124.1290.0301.7605.82911.6582.98434.787箍筋A81001400.3000.5000.0300.1901.67067.2810.39526.5762.2 KL-A-3(3)上部通长筋3B251312.4500.0301.4002.00015.79047.3703.853182.517下部通长筋(第一跨)3B22138.6500.0301.76010.35031.0502.98492.653下部通长筋(第二跨)3B22133.1160.0301.7604.81614.44875、2.98443.113钢钢 筋筋 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号构件名称钢筋级别/直径构件数量单构件钢筋数量长宽高保护层厚度(M)布筋范围钢筋间距(M)弯钩长度(M)搭接长度(M)锚固长度(M)单根钢筋长度（M）总长(M)理论重量(KG)重量(KG)损耗率总重量(t)第 39 页，共 74 页下部通长筋(第三跨)3B22131.3200.0301.7603.0209.0602.98427.035箍筋A810011180.3000.5000.0300.1901.670196.2160.39577.505侧边加密箍A8160.3000.5000.0300.1901.676、7010.0200.3953.958吊筋2B16122.3602.3604.7201.5787.4482.3 KL-A-2(2)上部通长筋2B25124.7360.0302.0006.67613.3523.85351.445下部通长筋(第一跨)3B22133.1160.0301.7604.81614.4482.98443.113下部通长筋(第二跨)3B22131.3200.0301.7603.0209.0602.98427.035箍筋A81001430.3000.5000.0300.1901.67072.4080.39528.601侧边加密箍A8160.3000.5000.0300.1901.77、67010.0200.3953.958吊筋2B16122.3600.0302.3604.7201.5787.4482.4 L-A-1(1)上部通长筋2B16124.3290.0301.2805.54911.0982.98433.116下部通长筋3B22134.3290.0301.7606.02918.0872.98453.972箍筋A81001420.2500.4500.0300.1901.47061.2810.39524.2062.5 KL-A-1(5)上部通长筋3B251312.3500.0301.4002.00015.69047.0703.853181.361下部通长筋(第一跨)2B2278、124.1790.0301.7605.87911.7582.98435.086下部通长筋(第二跨)2B22122.7850.0301.7604.4858.9702.98426.766下部通长筋(第三跨)2B22120.7860.0301.7602.4864.9722.98414.836下部通长筋(第四跨)2B22121.7300.0301.7603.4306.8602.98420.470下部通长筋(第五跨)2B22121.3200.0301.7603.0206.0402.98418.023箍筋A810011080.3000.5000.0300.2371.717185.4790.39573.2679、42.6 KL-1-1(2)上部通长筋2B25128.4000.0302.00010.34020.6803.85379.680下部通长筋(第一跨)3B25134.6450.0302.0006.58519.7553.85376.116下部通长筋(第二跨)3B25133.3510.0302.0005.29115.8733.85361.159箍筋加密区箍筋A81001320.3000.5000.0300.1901.67053.4370.39521.108非加密区箍筋A8200180.3000.5000.0300.1901.67012.8580.3955.079侧边加密箍A8160.3000.500080、.0300.1901.67010.0200.3953.958钢钢 筋筋 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号构件名称钢筋级别/直径构件数量单构件钢筋数量长宽高保护层厚度(M)布筋范围钢筋间距(M)弯钩长度(M)搭接长度(M)锚固长度(M)单根钢筋长度（M）总长(M)理论重量(KG)重量(KG)损耗率总重量(t)第 40 页，共 74 页吊筋2B16122.1600.0302.1604.3201.5786.8172.7 KL-1-2(2)上部通长筋2B25128.5500.0302.00010.49020.9803.85380.836下部通长筋(第一跨)3B25135.381、500.0302.0007.29021.8703.85384.265下部通长筋(第二跨)3B25132.8500.0302.0004.79014.3703.85355.368箍筋加密区箍筋A81001320.3000.5000.0300.1901.67053.4370.39521.108非加密区箍筋A82001250.3000.5000.0300.1901.67041.7480.39516.490侧边加密箍A81120.3000.5000.0300.1901.67020.0390.3957.915吊筋2B16122.1600.0302.1604.3201.5786.817吊筋2B16122.382、600.0302.3604.7201.5787.4482.8 KL-2-1(3)上部通长筋3B25334.5490.0302.0006.48958.4013.853225.019下部通长筋(第一跨)2B25321.1650.0302.0003.10518.6303.85371.781下部通长筋(第二跨)2B25321.7900.0302.0003.73022.3803.85386.230下部通长筋(第三跨)2B25321.1440.0302.0003.08418.5043.85371.296箍筋A81003400.3000.5000.0300.1901.670200.3400.39579.1383、42.9 L-2-1(1)上部通长筋2B14121.7900.0301.1202.8505.7001.2086.886下部通长筋2B25121.7900.0302.0003.7307.4603.85328.743箍筋A81001180.2000.4000.0300.1761.25622.4820.3958.8813 5.10m梁3.1 KL-A-1(1)上部通长筋2B20224.1290.0301.6005.66922.6762.46655.919下部通长筋2B22224.1290.0301.7605.82923.3162.46657.497箍筋加密区箍筋A81002190.3000.600084、.0300.1901.87071.0570.39528.067非加密区箍筋A82002110.3000.6000.0300.1901.87039.8110.39515.7253.2 KL-A-2(1)上部通长筋2B20224.2790.0301.6005.81923.2762.46657.399下部通长筋2B22224.2790.0301.7605.97923.9162.46658.977钢钢 筋筋 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号构件名称钢筋级别/直径构件数量单构件钢筋数量长宽高保护层厚度(M)布筋范围钢筋间距(M)弯钩长度(M)搭接长度(M)锚固长度(M)单根钢85、筋长度（M）总长(M)理论重量(KG)重量(KG)损耗率总重量(t)第 41 页，共 74 页箍筋加密区箍筋A81001190.2500.5000.0300.1901.57029.8280.39511.782非加密区箍筋A82001110.2500.5000.0300.1901.57017.8890.3957.0663.3 KL-1-1(2)上部通长筋2B25128.4000.0302.00010.34020.6803.85379.680下部通长筋(第一跨)3B22134.6490.0301.7606.34919.0472.98456.836下部通长筋(第二跨)3B22133.3510.03086、1.7605.05115.1532.98445.217箍筋加密区箍筋A81001380.3000.6000.0300.1901.87071.0570.39528.067非加密区箍筋A82001210.3000.6000.0300.1901.87039.2680.39515.5113.4 KL-1-1(2)上部通长筋2B25128.6000.0302.00010.54021.0803.85381.221下部通长筋(第一跨)3B25135.3500.0302.0007.29021.8703.85384.265下部通长筋(第二跨)3B25132.8500.0302.0004.79014.3703.887、5355.368箍筋加密区箍筋A81001380.3000.6000.0300.1901.87071.0570.39528.067非加密区箍筋A82001220.3000.6000.0300.1901.87041.1380.39516.250侧边加密箍A8160.3000.6000.0300.1901.87011.2200.3954.432吊筋2B16122.3100.0302.3104.6201.5787.2904 11.5m梁4.1 KL-B(5)上部通长筋2B251243.2000.0305.0002.00050.140100.2803.853386.379下部通长筋(第一跨)4B20188、48.4000.0301.6009.94039.7602.46698.048下部通长筋(第二跨)4B20148.4000.0301.6009.94039.7602.46698.048下部通长筋(第三跨)4B20148.4000.0301.6009.94039.7602.46698.048下部通长筋(第四跨)4B20148.4000.0301.6009.94039.7602.46698.048下部通长筋(第五跨)4B20147.2000.0301.6008.74034.9602.46686.211箍筋加密区箍筋A101001610.3001.0000.0303.0000.1000.2372.7189、7165.7610.617102.275非加密区箍筋A1020012020.3001.0000.03040.2000.2000.2372.717548.9150.617338.680吊筋2B16142.2600.0302.2609.0401.57814.265钢钢 筋筋 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号构件名称钢筋级别/直径构件数量单构件钢筋数量长宽高保护层厚度(M)布筋范围钢筋间距(M)弯钩长度(M)搭接长度(M)锚固长度(M)单根钢筋长度（M）总长(M)理论重量(KG)重量(KG)损耗率总重量(t)第 42 页，共 74 页腰筋6B121643.2000.03090、2.4000.96046.500279.0000.888247.7524.2 L-B(1)上部通长筋2B16128.6000.0301.2809.82019.6401.57830.992下部通长筋4B25148.6000.0302.00010.54042.1603.853162.442箍筋加密区箍筋A81501150.2500.7000.0300.1901.97030.2050.39511.931非加密区箍筋A82001320.2500.7000.0300.1901.97062.0520.39524.511侧边加密箍A81120.2500.7000.0300.1901.97023.6390.391、959.337吊筋2B16142.2600.0302.2609.0401.57814.265腰筋4B12148.6000.0300.9609.50038.0000.88833.7444.3 L-C(4)上部通长筋2B161234.2000.0303.2001.28038.62077.2401.578121.885下部通长筋(第一跨)4B25148.4000.0302.00010.34041.3603.853159.360下部通长筋(第二跨)4B25148.4000.0302.00010.34041.3603.853159.360下部通长筋(第三跨)4B25148.4000.0302.0001092、.34041.3603.853159.360下部通长筋(第四跨)4B25147.2000.0302.0009.14036.5603.853140.866箍筋加密区箍筋A81501610.2500.7000.0300.1901.970120.8220.39547.725非加密区箍筋A820011610.2500.7000.0300.1901.970317.1570.395125.277腰筋4B12140.0300.9600.9003.6000.8883.1974.4 L-A(5)上部通长筋2B161243.2000.0303.2001.28047.62095.2401.578150.289下部通93、长筋(第一跨)4B25148.6000.0302.00010.54042.1603.853162.442下部通长筋(第二跨)4B25148.6000.0302.00010.54042.1603.853162.442下部通长筋(第三跨)4B25148.6000.0302.00010.54042.1603.853162.442下部通长筋(第四跨)4B25148.6000.0302.00010.54042.1603.853162.442下部通长筋(第五跨)4B25147.4000.0302.0009.34037.3603.853143.948箍筋加密区箍筋A81501770.2500.7000.0394、00.1901.970151.0270.39559.656非加密区箍筋A820011560.2500.7000.0300.1901.970306.3230.395120.997侧边加密箍A81240.2500.7000.0300.1901.97047.2780.39518.675钢钢 筋筋 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号构件名称钢筋级别/直径构件数量单构件钢筋数量长宽高保护层厚度(M)布筋范围钢筋间距(M)弯钩长度(M)搭接长度(M)锚固长度(M)单根钢筋长度（M）总长(M)理论重量(KG)重量(KG)损耗率总重量(t)第 43 页，共 74 页吊筋2B1618295、.2600.0302.26018.0801.57828.530腰筋4B121443.2000.0303.2000.96047.300189.2000.888168.0104.5 KL-A(5)上部通长筋2B251243.2000.0305.0002.00050.140100.2803.853386.379下部通长筋(第一跨)4B20148.4000.0302.00010.34041.3602.466101.994下部通长筋(第二跨)4B20148.4000.0302.00010.34041.3602.466101.994下部通长筋(第三跨)4B20148.4000.0302.00010.34096、41.3602.466101.994下部通长筋(第四跨)4B20148.4000.0302.00010.34041.3602.466101.994下部通长筋(第五跨)4B20147.2000.0302.0009.14036.5602.46690.157箍筋加密区箍筋A1010011550.3001.0000.0300.2372.717421.1970.617259.879非加密区箍筋A1020011280.3001.0000.0300.2372.717347.8270.617214.609侧边加密箍A101240.3001.0000.0300.2372.71765.2180.61740.23997、吊筋2B16182.2600.0302.26018.0801.57828.530腰筋6B121643.2000.0303.2000.96047.300283.8000.888252.0144.6 KL-1(1)上部通长筋4B25148.4000.0302.00010.34041.3603.853159.360下部通长筋6B25168.4000.0302.00010.34062.0403.853239.040箍筋加密区箍筋A10100150.4001.0000.0300.2372.91714.2953.85355.080非加密区箍筋A102001340.4001.0000.0300.2372.998、1797.7333.853376.565侧边加密箍A101120.4001.0000.0300.2372.91735.0093.853134.889吊筋2B16142.9100.0302.91011.6401.57818.368腰筋6B12168.4000.0300.9609.30055.8000.88849.5504.7 KL-2(1)上部通长筋4B25448.4000.0302.00010.340165.4403.853637.440下部通长筋10B254108.4000.0302.00010.340413.6003.8531593.601箍筋加密区箍筋A10100450.4001.00099、0.0300.2372.91757.1813.853220.319非加密区箍筋A102004340.4001.0000.0300.2372.917390.9323.8531506.259侧边加密箍A104120.4001.0000.0300.2372.917140.0353.853539.556钢钢 筋筋 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号构件名称钢筋级别/直径构件数量单构件钢筋数量长宽高保护层厚度(M)布筋范围钢筋间距(M)弯钩长度(M)搭接长度(M)锚固长度(M)单根钢筋长度（M）总长(M)理论重量(KG)重量(KG)损耗率总重量(t)第 44 页，共 74 页吊100、筋3B22462.9100.0302.91069.8402.984208.403腰筋6B12468.4000.0300.9609.300223.2000.888198.2024.8 L-1a(1)上部通长筋2B14622.8500.0301.1203.91046.9201.20856.679下部通长筋2B25622.8500.0302.0004.79057.4803.853221.470箍筋加密区箍筋A81006160.2000.5000.0300.2371.517145.6700.39557.540非加密区箍筋A8200660.2000.5000.0300.2371.51752.3500.3101、9520.678腰筋2B12622.8500.0300.9603.75045.0000.88839.9605 19.5m梁5.1 KL-A(5A)上部通长筋2B252243.2000.0305.0002.00050.140200.5603.853772.758上部通长筋(第一跨)3B25238.4000.0302.00010.34062.0403.853239.040上部通长筋(第二跨)3B25238.4000.0302.00010.34062.0403.853239.040上部通长筋(第三跨)3B25238.4000.0302.00010.34062.0403.853239.040上部通长筋102、(第四跨)3B25238.4000.0302.00010.34062.0403.853239.040上部通长筋(第五跨)3B25237.2000.0302.0009.14054.8403.853211.299箍筋加密区箍筋A1010021400.4000.9000.0300.2372.717760.8720.617469.458非加密区箍筋A1020021360.4000.9000.0300.2372.717736.4150.617454.368腰筋6B122643.2000.0301.9200.96046.020552.2400.888490.3895.2 WL-A(5)上部通长筋2B162103、243.2000.0303.8401.28048.260193.0401.578304.617上部通长筋(第一跨)3B20238.4000.0301.6009.94059.6402.466147.072上部通长筋(第二跨)3B20238.4000.0301.6009.94059.6402.466147.072上部通长筋(第三跨)3B20238.4000.0301.6009.94059.6402.466147.072上部通长筋(第四跨)3B20238.4000.0301.6009.94059.6402.466147.072钢钢 筋筋 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号构104、件名称钢筋级别/直径构件数量单构件钢筋数量长宽高保护层厚度(M)布筋范围钢筋间距(M)弯钩长度(M)搭接长度(M)锚固长度(M)单根钢筋长度（M）总长(M)理论重量(KG)重量(KG)损耗率总重量(t)第 45 页，共 74 页上部通长筋(第五跨)3B20238.4000.0301.6009.94059.6402.466147.072箍筋A820022100.2500.7000.0300.1901.970827.3660.394325.982腰筋4B122443.2000.0302.8800.96046.980375.8400.888333.7465.3 KL-1(1)上部通长筋2B20128105、.4000.0301.6009.94019.8802.46649.024下部通长筋4B25148.4000.0302.00010.34041.3603.853159.360箍筋加密区箍筋A101001280.4000.9000.0300.2372.71776.0870.61746.946非加密区箍筋A102001280.4000.9000.0300.2372.71774.7290.61746.107侧边加密箍A101120.4000.9000.0300.2372.71732.6090.61720.120吊筋2B16142.9100.0301.2804.19016.7601.57826.4475106、.4 KL-2(1)上部通长筋2B25428.4000.0302.00010.34082.7203.853318.720下部通长筋8B25488.4000.0302.00010.340330.8803.8531274.881箍筋加密区箍筋A101004280.4000.9000.0300.2372.717304.3490.617187.783非加密区箍筋A102004280.4000.9000.0300.2372.717298.9140.617184.430侧边加密箍A104120.4000.9000.0300.2372.717130.4350.61780.479吊筋3B16432.9100.107、0301.2804.19050.2801.57879.342吊筋3B20432.9100.0301.6004.51054.1202.466133.460腰筋6B12468.4000.0301.2809.620230.8803.853889.5815.5 WL-6(1)上部通长筋2B20128.4000.0301.6009.94019.8802.46649.024下部通长筋3B22138.4000.0301.76010.10030.3002.98490.415箍筋A82001820.2500.9000.0300.1902.370194.3330.39576.762钢钢 筋筋 计计 算算 稿稿工程108、名称:干粉砂浆生产线土建工程-烘干炉序号构件名称钢筋级别/直径构件数量单构件钢筋数量长宽高保护层厚度(M)布筋范围钢筋间距(M)弯钩长度(M)搭接长度(M)锚固长度(M)单根钢筋长度（M）总长(M)理论重量(KG)重量(KG)损耗率总重量(t)第 46 页，共 74 页腰筋4B12148.4000.0301.2809.62038.4803.853148.263小小 计计30993.17730.993三板1 2.3m板1.1(A1/AX11/2)板底A8150(X向)1013312.8004.9990.1500.0204.9990.1500.1250.4690.00013.394446.3880109、.617275.422板底A8150(Y向)1018512.8004.9990.1500.02012.8000.1500.1250.4690.00013.3941142.9830.617705.221板面A8150(X向)1013312.8004.9990.1500.0204.9990.1500.1250.4690.00013.394446.3880.617275.422板面A8150(Y向)1018512.8004.9990.1500.02012.8000.1500.1250.4690.00013.3941142.9830.617705.221板凳筋A81000X10001016412.80110、04.9990.1500.02063.9871.0000.1250.4690.00013.394857.0660.617528.8101.2(ABX11/1)板底A8150(X向)101264.6293.8510.1500.0203.8510.1500.1250.1700.0004.924126.4090.61777.994板底A8150(Y向)101314.6293.8510.1500.0204.6290.1500.1250.1700.0004.924151.9460.61793.751板面A8150(X向)101264.6293.8510.1500.0203.8510.1500.1250.111、1700.0004.924126.4090.61777.994板面A8150(Y向)101314.6293.8510.1500.0204.6290.1500.1250.1700.0004.924151.9460.61793.751板凳筋A81000X1000101184.6293.8510.1500.02017.8261.0000.1250.1700.0004.92487.7720.61754.1552 5.1m板板底A8150(X向)101594.6298.8500.1500.0208.8500.1500.1250.1700.0004.924290.5000.617179.239板底A815112、0(Y向)101314.6298.8500.1500.0204.6290.1500.1250.1700.0004.924151.9460.61793.751板面A8150(X向)101594.6298.8500.1500.0208.8500.1500.1250.1700.0004.924290.5000.617179.239板面A8150(Y向)101314.6298.8500.1500.0204.6290.1500.1250.1700.0004.924151.9460.61793.751钢钢 筋筋 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号构件名称钢筋级别/直径构件数量单构113、件钢筋数量长宽高保护层厚度(M)布筋范围钢筋间距(M)弯钩长度(M)搭接长度(M)锚固长度(M)单根钢筋长度（M）总长(M)理论重量(KG)重量(KG)损耗率总重量(t)第 47 页，共 74 页板凳筋A81000X1000101414.6298.8500.1500.02040.9671.0000.1250.1700.0004.924201.7090.617124.454支座负筋(沿边布置)811674.6298.8500.1500.02025.0080.1500.0560.0000.0000.856142.7120.39556.371支座负筋(沿KL-A-2(1)布置)81294.6298.114、8500.1500.0204.3290.1500.0560.0000.0001.65647.7920.39518.8783 11.5m板3.1 36轴，AB轴(面筋)X向A10150 15825.8000.0200.0560.0701.68027.5501588.7170.617980.238(面筋)Y向A10150 11709.0000.0200.0560.0700.5609.6301633.8900.6171008.110(底筋)X向A10150 15825.8000.0200.1000.1251.68027.6051591.8880.617982.195(底筋)Y向A10150 1170115、9.0000.0200.1000.1250.5609.6851643.2220.6171013.868A81000*1000马凳筋筋A81000*1000121815*0.008*2+0.2+(0.2-0.002*2)*20.0200.832181.7420.39571.7883.223轴，2/AB轴(3块)(面筋)X向A10150 3189.0000.0200.0560.0700.5609.630510.3900.617314.911(面筋)Y向A10150 3583.0000.0200.0560.0703.070531.1100.617327.695(底筋)X向A10150 3189.00116、00.0200.1000.1250.5609.685513.3050.617316.709(底筋)Y向A10150 3583.0000.0200.1000.1253.125540.6250.617333.566A81000*1000马凳筋筋A81000*100016715*0.008*2+0.2+(0.2-0.002*2)*20.0200.83255.8110.39522.0453.3 11/1轴，2/AB轴(面筋)X向A10150 1193.1290.0200.0560.0703.19960.7810.61737.502(面筋)Y向A10150 1193.2000.0200.0560.070117、3.27060.5820.61737.379钢钢 筋筋 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号构件名称钢筋级别/直径构件数量单构件钢筋数量长宽高保护层厚度(M)布筋范围钢筋间距(M)弯钩长度(M)搭接长度(M)锚固长度(M)单根钢筋长度（M）总长(M)理论重量(KG)重量(KG)损耗率总重量(t)第 48 页，共 74 页(底筋)X向A10150 1193.1290.0200.1000.1253.25461.8260.61738.147(底筋)Y向A10150 1193.2000.0200.1000.1253.32561.6010.61738.008A81000*1000118、马凳筋筋A81000*10001815*0.008*2+0.2+(0.2-0.002*2)*20.0200.8326.3570.3952.5113.4 4/1轴,2/AB轴(面筋)X向A10150 1191.2460.0200.0560.0701.31625.0040.61715.427(面筋)Y向A10150 163.2000.0200.0560.0703.27019.5330.61712.052(底筋)X向A10150 1191.2460.0200.1000.1251.37126.0490.61716.072(底筋)Y向A10150 163.2000.0200.1000.1253.3251119、9.8610.61712.254A81000*1000马凳筋筋A81000*10001215*0.008*2+0.2+(0.2-0.002*2)*20.0200.8321.9710.3950.7783.5 12/1轴,A1/A轴(面筋)X向A10150 1195.9780.0200.0560.0706.048114.9120.61770.901(面筋)Y向A10150 1383.2000.0200.0560.0703.270122.6900.61775.700(底筋)X向A10150 1195.9780.0200.1000.1256.103115.9570.61771.545(底筋)Y向A10120、150 1383.2000.0200.1000.1253.325124.7540.61776.973A81000*1000马凳筋筋A81000*100011615*0.008*2+0.2+(0.2-0.002*2)*20.0200.83212.9950.3955.1333.6 3/12轴,A1/A轴(面筋)X向A10150 1192.0220.0200.0560.0702.09239.7480.61724.525(面筋)Y向A10150 1113.2000.0200.0560.0703.27036.4500.61722.489(底筋)X向A10150 1192.0220.0200.1000.1121、252.14740.7930.61725.169钢钢 筋筋 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号构件名称钢筋级别/直径构件数量单构件钢筋数量长宽高保护层厚度(M)布筋范围钢筋间距(M)弯钩长度(M)搭接长度(M)锚固长度(M)单根钢筋长度（M）总长(M)理论重量(KG)重量(KG)损耗率总重量(t)第 49 页，共 74 页(底筋)Y向A10150 1113.2000.0200.1000.1253.32537.0630.61722.868A81000*1000马凳筋筋A81000*10001715*0.008*2+0.2+(0.2-0.002*2)*20.0200.83122、25.4750.3952.1623.7 21/2轴,A1/A轴(面筋)X向A10150 1192.7500.0200.0560.0702.82053.5800.61733.059(面筋)Y向A10150 1163.2000.0200.0560.0703.27052.3200.61732.281(底筋)X向A10150 1192.0220.0200.1000.1252.14740.7930.61725.169(底筋)Y向A10150 1113.2000.0200.1000.1253.32537.0630.61722.868A81000*1000马凳筋筋A81000*10001715*0.008*123、2+0.2+(0.2-0.002*2)*20.0200.8325.4750.3952.1623.8 2/23轴,A1/A轴(面筋)X向A10150 1194.7500.0200.0560.0704.82091.5800.61756.505(面筋)Y向A10150 1293.2000.0200.0560.0703.27095.9200.61759.183(底筋)X向A10150 1194.7500.0200.1000.1254.87592.6250.61757.150(底筋)Y向A10150 1293.2000.0200.1000.1253.32597.5330.61760.178A81000*124、1000马凳筋筋A81000*100011215*0.008*2+0.2+(0.2-0.002*2)*20.0200.83210.1340.3954.0033.9 2/13/1轴，1/A轴(面筋)X向A10150 1101.4000.0200.0560.0701.47014.1120.6178.707(面筋)Y向A10150 171.7900.0200.0560.0701.86013.0200.6178.033(底筋)X向A10150 1101.4000.0200.1000.1251.52514.6400.6179.033(底筋)Y向A10150 171.7900.0200.1000.1251125、.91513.4050.6178.271钢钢 筋筋 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号构件名称钢筋级别/直径构件数量单构件钢筋数量长宽高保护层厚度(M)布筋范围钢筋间距(M)弯钩长度(M)搭接长度(M)锚固长度(M)单根钢筋长度（M）总长(M)理论重量(KG)重量(KG)损耗率总重量(t)第 50 页，共 74 页A81000*1000马凳筋筋A81000*10001115*0.008*2+0.2+(0.2-0.002*2)*20.0200.8321.1560.3950.4573.10板洞加筋(圆形洞口)2A10180.9000.1251.0258.2000.6175126、.059板洞加筋(圆形洞口)2A10181.2000.1251.32510.6000.6176.5404 19.5m板4.1 16轴，AB轴(面筋)X向A8150 15843.8000.0200.0560.05643.8562529.0290.395998.967(面筋)Y向A8150 12909.0000.0200.0560.0569.0562623.2210.3951036.172(底筋)X向A8150 15843.8000.0200.1000.10043.9002531.5670.395999.969(底筋)Y向A8150 12909.0000.0200.1000.1009.100263127、5.9670.3951041.207A81000*1000马凳筋筋A81000*1000139415*0.008*2+0.2+(0.2-0.002*2)*20.0200.832327.9740.395129.550小小 计计14216.666四四柱柱1 KZ2(0.0019.5m)4B32321240.6000.60019.5000.0302.7733.99026.2031257.7606.3137940.2390.0005B323212200.6000.60019.5000.0302.7730.00022.2135331.2006.31333655.8660.000A10100(4)外101128、21960.6000.60019.5000.03019.5000.1000.2370.0000.0002.3975638.6850.6173479.0690.000A10100(4)内10123910.2000.60019.5000.03019.5000.1000.2370.0000.0000.7973741.4010.6172308.4440.000钢钢 筋筋 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号构件名称钢筋级别/直径构件数量单构件钢筋数量长宽高保护层厚度(M)布筋范围钢筋间距(M)弯钩长度(M)搭接长度(M)锚固长度(M)单根钢筋长度（M）总长(M)理论重量(KG)129、重量(KG)损耗率总重量(t)第 51 页，共 74 页箍筋2A10101220.6000.60019.5000.0300.2370.0000.0002.39757.5380.61735.5010.0002 KZ3(0.005.10m)4B2525340.4000.4005.1000.0300.0003.1508.19098.2803.850378.3780.0002B2525380.4000.4005.1000.0300.0005.040120.9603.850465.6960.000A10100(4)外103520.4000.4005.1000.0305.1000.1000.2370.00130、00.0001.597249.1940.617153.7530.000A10100(4)内1031030.1200.4005.1000.0305.1000.1000.2370.0000.0001.037320.5570.617197.7830.000箍筋2A1010320.6000.60019.5000.0300.2370.0000.0002.39714.3840.6178.8750.0003 KZ4(0.005.10m)4B2525140.3000.3005.1000.0300.0003.1508.19032.7603.850126.1260.0002B2525180.3000.3005.1131、000.0300.0005.04040.3203.850155.2320.000A10100(4)外101520.3000.3005.1000.0305.1000.1000.2370.0000.0001.19762.2650.61738.4170.000A10100(4)内1011030.1000.3005.1000.0305.1000.1000.2370.0000.0000.79782.1320.61750.6760.000箍筋2A1010120.3000.3005.1000.0300.2370.0000.0001.1972.3950.6171.4780.0004 KZ4(0.002.30m132、)4B25251240.3000.3002.3000.0300.0003.1505.390258.7203.850996.0720.0002B25251280.3000.3002.3000.0300.0003.1505.390517.4403.8501992.1440.000A10100(4)外1012240.3000.3002.3000.0302.3000.1000.2370.0000.0001.197344.8510.617212.7730.000A10100(4)内1012470.1000.3002.3000.0302.3000.1000.2370.0000.0000.797449.73133、40.617277.4860.000箍筋2A10101220.3000.3002.3000.0300.2370.0000.0001.19728.7380.61717.7310.0005 KZ5钢钢 筋筋 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号构件名称钢筋级别/直径构件数量单构件钢筋数量长宽高保护层厚度(M)布筋范围钢筋间距(M)弯钩长度(M)搭接长度(M)锚固长度(M)单根钢筋长度（M）总长(M)理论重量(KG)重量(KG)损耗率总重量(t)第 52 页，共 74 页4B1818241.0001.0003.3500.0300.0002.3105.60044.8001.99134、889.5104B18182161.0001.0003.3500.0300.0003.290105.2801.998210.349A10100(4)外10261.0001.0003.3500.0300.5000.1000.2370.0000.0003.99747.9690.61729.5970.000A10100(4)内102110.4001.0003.3500.0300.5000.1000.2370.0000.0002.79761.5430.61737.9720.000A10200(4)外102301.0001.0003.3500.0302.8500.1000.2370.0000.0003.135、997235.8470.617145.5170.000A10200(4)内102580.4001.0003.3500.0302.8500.1000.2370.0000.0002.797324.4980.617200.2160.000箍筋2A1010221.0001.0003.3500.0300.2370.0000.0003.99715.9900.6179.8660.0006 KZ54B1818241.0001.0003.0900.0300.0002.3105.34042.7201.99885.3554B18182161.0001.0003.0900.0300.0000.0003.03096.9136、601.998193.726A10100(4)外10261.0001.0003.0900.0300.5000.1000.2370.0000.0003.99747.9690.61729.5970.000A10100(4)内102110.4001.0003.0900.0300.5000.1000.2370.0000.0002.79761.5430.61737.9720.000A10200(4)外102271.0001.0003.0900.0302.5900.1000.2370.0000.0003.997215.0600.617132.6920.000A10200(4)内102530.4001.00137、03.0900.0302.5900.1000.2370.0000.0002.797295.4050.617182.2650.000箍筋2A1010221.0001.0003.0900.0300.2370.0000.0003.99715.9900.6179.8660.0007 柱拉结筋2A850012322.6000.1002.7001029.0240.395406.464小小 计计54292.70254.293汇汇总总合合计计102584.726102.585加加入入损损耗耗汇汇总总合合计计1.03 105.662钢钢 筋筋 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号构件名称138、钢筋级别/直径构件数量单构件钢筋数量长宽高保护层厚度(M)布筋范围钢筋间距(M)弯钩长度(M)搭接长度(M)锚固长度(M)单根钢筋长度（M）总长(M)理论重量(KG)重量(KG)损耗率总重量(t)第 53 页，共 74 页第 54 页，共 74 页第 55 页，共 74 页第 56 页，共 74 页第 57 页，共 74 页第 58 页，共 74 页第 59 页，共 74 页第 60 页，共 74 页第 61 页，共 74 页第 62 页，共 74 页第 63 页，共 74 页第 64 页，共 74 页第 65 页，共 74 页第 66 页，共 74 页第 67 页，共 74 页第 68 页，139、共 74 页第 69 页，共 74 页第 70 页，共 74 页钢钢 筋筋 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号构件名称钢筋直径构件数量钢筋数量长宽高保护层厚度(M)布筋范围(M)钢筋间距(M)钢筋长度(M)弯钩长度(M)0.00m2.3m支座负筋B12120121123.91.452.30.021.450.1201.4230.101支座负筋B12120121123.91.452.30.021.450.1201.4470.101底部钢筋B12100121153.91.452.30.021.450.1004.5280.084底部钢筋A82508163.91.452.30.140、021.450.2501.4100.100顶部底筋A825081113.91.452.30.022.870.2501.4100.1002.3m3.7m支座负筋B12120121122.41.451.40.021.450.1201.4270.101支座负筋B12120121122.41.451.40.021.450.1202.5750.101支座负筋B12100121152.41.451.40.021.450.1002.6690.118顶部底筋A825081162.41.451.40.024.0020.2501.4100.100底部钢筋B12100121152.41.451.40.021.450141、.1003.3720.118底部钢筋A825081132.41.451.40.023.370.2501.4100.1003.7m5.1m支座负筋B12120121122.41.451.40.021.450.1201.4270.101支座负筋B12120121122.41.451.40.021.450.1202.3530.101顶部底筋A825081152.41.451.40.023.7800.2501.4100.100底部钢筋B12100121152.41.451.40.021.450.1004.7000.118底部钢筋B12100121152.41.451.40.021.450.1002.3142、530.118底部钢筋A825081192.41.451.40.024.700.2501.4100.1005.1m7.4m支座负筋B12120121122.41.452.30.021.450.1201.4490.101支座负筋B12120121122.41.452.30.021.450.1202.4330.101顶部底筋A825081162.41.451.40.023.8830.2501.4100.100底部钢筋B12100121152.41.451.40.021.450.1005.7330.118底部钢筋A82508162.41.451.40.021.410.2501.4100.1007.4143、m9.7m支座负筋B12100121124.21.452.30.021.450.1202.7510.084支座负筋B12120121124.21.452.30.021.450.1201.3120.101顶部底筋A825081164.21.452.30.024.0630.2501.4100.100底部钢筋B12100121152.41.451.40.021.450.1007.4590.118底部钢筋A825081302.41.451.40.027.460.2501.4100.1009.7m11.5m支座负筋B12100121153.31.451.80.021.450.1001.1270.101支144、座负筋B12150121103.31.451.80.021.450.1501.1270.101顶部底筋A82508193.31.451.80.022.250.2501.4100.100底部钢筋B1215012193.31.451.80.021.410.1505.4280.084底部钢筋A825081223.31.451.80.025.430.2501.4100.100TL1TL13B22223330.250.450.032.9400.0002B20203230.250.450.031.9400.000G2B14143230.250.450.031.9400.000箍筋2A8100833030.145、250.450.0330.1001.1600.095汇总楼梯钢筋工程量搭接长度(M)锚固长度(M)总长(M)理论重量(KG)重量(KG)损耗率总重量(KG)0.0000.4101.9340.88820.7550.0000.4101.9580.88821.0080.0000.2104.8220.88862.0840.0000.2101.7200.3953.9410.0000.2101.7200.3957.8010.0000.4101.9370.88820.7890.0000.4103.0860.88833.1150.0000.0002.7870.88835.8830.0000.0001.5100146、.3959.5480.0000.0003.4900.88844.9340.0000.0001.5100.3958.0450.0000.4101.9370.88820.7890.0000.4102.8640.88830.7320.0000.0001.5100.3959.0180.0000.0004.8180.88862.0370.0000.0002.4700.88831.8060.0000.0001.5100.39511.2140.0000.4101.9600.88821.0330.0000.4102.9440.88831.5900.0000.0001.5100.3959.2630.0000.0147、005.8510.88875.3360.0000.0001.5100.3953.3640.0000.0002.8350.88830.4190.0000.4101.8230.88819.5580.0000.0001.5100.3959.6930.0000.0007.5770.88897.5590.0000.0001.5100.39517.7960.0000.4101.6380.88821.0900.0000.4101.6380.88814.0600.0000.2101.7200.3956.1260.0000.0005.5120.88846.0070.0000.0001.5100.88829.1120.0001.7604.7002.984126.2230.0001.6003.5402.46652.3780.0001.1203.0601.20822.1790.0000.0001.2550.39544.6141.1110.000