钢 筋序号构件名称及编号PTB1板钢筋横向通长钢筋纵向通长钢筋横向钢筋纵向钢筋二PTB2板钢筋横向通长钢筋纵向通长钢筋横向钢筋纵向钢筋三PTB3板钢筋横向通长钢筋纵向通长钢筋横向钢筋纵向钢筋四PTB4板钢筋横向通长钢筋纵向通长钢筋横向钢筋纵向钢筋五PTB5板钢筋横向通长钢筋纵向通长钢筋横向钢筋纵向钢筋六PTB6板钢筋横向通长钢筋纵向通长钢筋112.193.70880.3950.3952.1903.6950.4800.4800.150.1511111.773.701.663.5088880.3950.3950.3950.3951.7703.6951.6603.5000.4800.4800.1900.1900.150.150.150.1511112.593.102.463.1088880.3950.3950.3950.3952.5853.1002.4603.1000.4800.4800.1900.1900.150.150.150.1511112.193.701.983.5088880.3950.3950.3950.3952.1903.6951.9753.5000.4800.4800.1900.1900.150.150.150.1511112.493.702.283.5088880.3950.3950.3950.3952.4903.6952.2753.5000.4800.4800.1900.1900.150.150.150.1511112.273.702.053.5088880.3950.3950.3950.3952.2703.6952.0503.5000.4800.4800.1900.1900.150.150.150.15件数构件长（m）钢筋号直径mm单重kg/m单根弯钩（m）锚固（m）搭接（m）长度(m)套筒（个）间距(m)正常加密一第 1 页，共 28 页
钢 筋 工 程 量 计 算 表(不含搭接和损耗)
钢 筋序号构件名称及编号横向钢筋纵向钢筋七PTB7板钢筋横向通长钢筋纵向通长钢筋横向钢筋纵向钢筋八PTB8板钢筋横向通长钢筋纵向通长钢筋横向钢筋纵向钢筋九PTB9板钢筋横向通长钢筋纵向通长钢筋横向钢筋纵向钢筋十PTB10板钢筋横向通长钢筋纵向通长钢筋横向钢筋纵向钢筋十一PTB11板钢筋横向通长钢筋纵向通长钢筋横向钢筋纵向钢筋十二PTB12板钢筋11112.053.151.832.9588880.3950.3950.3950.3952.0503.1451.8302.9500.4800.4800.1900.1900.150.150.150.1511111.853.151.642.9588880.3950.3950.3950.3951.8503.1451.6352.9500.4800.4800.1900.1900.150.150.150.1511112.053.151.832.9588880.3950.3950.3950.3952.0503.1451.8302.9500.4800.4800.1900.1900.150.150.150.1511111.853.151.642.9588880.3950.3950.3950.3951.8503.1451.6352.9500.4800.4800.1900.1900.150.150.150.1511111.593.151.382.9588880.3950.3950.3950.3951.5903.1451.3752.9500.4800.4800.1900.1900.150.150.150.15件数11构件长（m）1.983.50钢筋号直径mm88单重kg/m0.3950.395单根弯钩（m）锚固（m）搭接（m）长度(m)1.9753.5000.1900.190套筒（个）间距(m)正常0.150.15加密第 2 页，共 28 页
钢 筋 工 程 量 计 算 表(不含搭接和损耗)
钢 筋序号构件名称及编号横向通长钢筋纵向通长钢筋横向钢筋纵向钢筋十三PTB13板钢筋横向通长钢筋纵向通长钢筋横向钢筋纵向钢筋十四PTB14板钢筋横向通长钢筋纵向通长钢筋横向钢筋纵向钢筋十五PTB15板钢筋横向通长钢筋纵向通长钢筋横向钢筋纵向钢筋十六AT1钢筋楼梯板下部纵筋下梯梁端上部纵筋上梯梁端上部纵筋楼梯板下部分布钢筋楼梯板上部分布钢筋十七AT2钢筋楼梯板下部纵筋下梯梁端上部纵筋113.000.7512120.8880.8883.651.170.1500.1170.100.10111123.000.750.752.970.72121212880.8880.8880.8880.3950.3953.651.171.151.421.420.1500.1170.1170.1000.1000.100.100.100.200.2011111.853.151.642.9588880.3950.3950.3950.3951.8503.1451.6352.9500.4800.4800.1900.1900.150.150.150.1511111.773.151.552.9588880.3950.3950.3950.3951.7703.1451.5502.9500.4800.4800.1900.1900.150.150.150.1511112.053.151.832.9588880.3950.3950.3950.3952.0503.1451.8302.9500.4800.4800.1900.1900.150.150.150.15件数1111构件长（m）1.853.151.642.95钢筋号直径mm8888单重kg/m0.3950.3950.3950.395单根弯钩（m）锚固（m）搭接（m）长度(m)1.8503.1451.6352.9500.4800.4800.1900.190套筒（个）间距(m)正常0.150.150.150.15加密第 3 页，共 28 页
钢 筋 工 程 量 计 算 表(不含搭接和损耗)
钢 筋序号构件名称及编号上梯梁端上部纵筋楼梯板下部分布钢筋楼梯板上部分布钢筋十八AT3钢筋楼梯板下部纵筋下梯梁端上部纵筋上梯梁端上部纵筋楼梯板下部分布钢筋楼梯板上部分布钢筋十九AT4钢筋楼梯板下部纵筋下梯梁端上部纵筋上梯梁端上部纵筋楼梯板下部分布钢筋楼梯板上部分布钢筋二十AT5钢筋楼梯板下部纵筋下梯梁端上部纵筋上梯梁端上部纵筋楼梯板下部分布钢筋楼梯板上部分布钢筋二十一AT6钢筋楼梯板下部纵筋下梯梁端上部纵筋上梯梁端上部纵筋楼梯板下部分布钢筋楼梯板上部分布钢筋二十二AT7钢筋111122.700.680.682.670.65121212880.8880.8880.8880.3950.3953.341.091.071.421.420.1500.1170.1170.1000.1000.100.100.100.200.20111123.000.750.752.970.72121212880.8880.8880.8880.3950.3953.651.171.151.421.420.1500.1170.1170.1000.1000.100.100.100.200.20111123.000.750.752.970.72121212880.8880.8880.8880.3950.3953.651.171.151.421.420.1500.1170.1170.1000.1000.100.100.100.200.20111122.700.680.682.670.65121212880.8880.8880.8880.3950.3953.341.091.071.421.420.1500.1170.1170.1000.1000.100.100.100.200.20件数112构件长（m）0.752.970.72钢筋号直径mm1288单重kg/m0.8880.3950.395单根弯钩（m）锚固（m）搭接（m）长度(m)1.151.421.420.1170.1000.100套筒（个）间距(m)正常0.100.200.20加密第 4 页，共 28 页
钢 筋 工 程 量 计 算 表(不含搭接和损耗)
钢 筋序号构件名称及编号楼梯板下部纵筋下梯梁端上部纵筋上梯梁端上部纵筋楼梯板下部分布钢筋楼梯板上部分布钢筋二十三AT8钢筋楼梯板下部纵筋下梯梁端上部纵筋上梯梁端上部纵筋楼梯板下部分布钢筋楼梯板上部分布钢筋二十四AT9钢筋楼梯板下部纵筋下梯梁端上部纵筋上梯梁端上部纵筋楼梯板下部分布钢筋楼梯板上部分布钢筋二十五AT10钢筋楼梯板下部纵筋下梯梁端上部纵筋上梯梁端上部纵筋楼梯板下部分布钢筋楼梯板上部分布钢筋二十六AT11钢筋楼梯板下部纵筋下梯梁端上部纵筋上梯梁端上部纵筋楼梯板下部分布钢筋11113.900.980.983.8716161681.5801.5801.5800.3954.721.531.511.170.2000.1560.1560.1000.100.100.100.20111123.900.980.983.870.95161616881.5801.5801.5800.3950.3954.721.531.511.171.170.2000.1560.1560.1000.1000.100.100.100.200.20111123.300.830.833.270.80141414881.2091.2091.2090.3950.3954.011.311.291.171.170.1750.1370.1370.1000.1000.100.100.100.200.20111123.300.830.833.270.80141414881.2091.2091.2090.3950.3954.011.311.291.171.170.1750.1370.1370.1000.1000.100.100.100.200.20件数11112构件长（m）3.000.750.752.970.72钢筋号直径mm12121288单重kg/m0.8880.8880.8880.3950.395单根弯钩（m）锚固（m）搭接（m）长度(m)3.701.181.161.421.420.1500.1170.1170.1000.100套筒（个）间距(m)正常0.100.100.100.200.20加密第 5 页，共 28 页
钢 筋 工 程 量 计 算 表(不含搭接和损耗)
钢 筋序号构件名称及编号楼梯板上部分布钢筋二十七BT12钢筋楼梯板下部纵筋下梯梁端上部纵筋上梯梁端上部纵筋楼梯板下部分布钢筋楼梯板上部分布钢筋二十八AT13钢筋楼梯板下部纵筋下梯梁端上部纵筋上梯梁端上部纵筋楼梯板下部分布钢筋楼梯板上部分布钢筋二十九AT14钢筋楼梯板下部纵筋下梯梁端上部纵筋上梯梁端上部纵筋楼梯板下部分布钢筋楼梯板上部分布钢筋三十AT15钢筋楼梯板下部纵筋下梯梁端上部纵筋上梯梁端上部纵筋楼梯板下部分布钢筋楼梯板上部分布钢筋三十一AT16钢筋楼梯板下部纵筋下梯梁端上部纵筋113.360.8414141.2091.2094.111.340.1750.1370.100.10111123.360.840.843.330.81141414881.2091.2091.2090.3950.3954.111.341.321.171.170.1750.1370.1370.1000.1000.100.100.100.200.20111123.360.840.843.330.81141414881.2091.2091.2090.3950.3954.111.341.321.171.170.1750.1370.1370.1000.1000.100.100.100.200.20111123.360.840.843.330.81141414881.2091.2091.2090.3950.3954.111.341.321.171.170.1750.1370.1370.1000.1000.100.100.100.200.20111123.360.840.843.330.81141414881.2091.2091.2090.3950.3954.111.341.321.171.170.1750.1370.1370.1000.1000.100.100.100.200.20件数2构件长（m）0.95钢筋号直径mm8单重kg/m0.395单根弯钩（m）锚固（m）搭接（m）长度(m)1.170.100套筒（个）间距(m)正常0.20加密第 6 页，共 28 页
钢 筋 工 程 量 计 算 表(不含搭接和损耗)
钢 筋序号构件名称及编号上梯梁端上部纵筋楼梯板下部分布钢筋楼梯板上部分布钢筋三十二AT17钢筋楼梯板下部纵筋下梯梁端上部纵筋上梯梁端上部纵筋楼梯板下部分布钢筋楼梯板上部分布钢筋三十三AT18钢筋楼梯板下部纵筋下梯梁端上部纵筋上梯梁端上部纵筋楼梯板下部分布钢筋楼梯板上部分布钢筋三十四AT19钢筋楼梯板下部纵筋下梯梁端上部纵筋上梯梁端上部纵筋楼梯板下部分布钢筋楼梯板上部分布钢筋三十五AT20钢筋楼梯板下部纵筋下梯梁端上部纵筋上梯梁端上部纵筋楼梯板下部分布钢筋楼梯板上部分布钢筋三十六AT21钢筋111123.640.910.913.610.88161616881.5801.5801.5800.3950.3954.491.481.461.171.170.2000.1560.1560.1000.1000.100.100.100.200.20111123.640.910.913.610.88161616881.5801.5801.5800.3950.3954.491.481.461.171.170.2000.1560.1560.1000.1000.100.100.100.200.20111123.360.840.843.330.81141414881.2091.2091.2090.3950.3954.111.341.321.171.170.1750.1370.1370.1000.1000.100.100.100.200.20111123.360.840.843.330.81141414881.2091.2091.2090.3950.3954.111.341.321.171.170.1750.1370.1370.1000.1000.100.100.100.200.20件数112构件长（m）0.843.330.81钢筋号直径mm1488单重kg/m1.2090.3950.395单根弯钩（m）锚固（m）搭接（m）长度(m)1.321.171.170.1370.1000.100套筒（个）间距(m)正常0.100.200.20加密第 7 页，共 28 页
钢 筋 工 程 量 计 算 表(不含搭接和损耗)
钢 筋序号构件名称及编号楼梯板下部纵筋下梯梁端上部纵筋上梯梁端上部纵筋楼梯板下部分布钢筋楼梯板上部分布钢筋三十七-0.04—1.16层TL钢筋箍筋(2）梁上部通长筋梁下部通长筋箍筋(2）梁上部通长筋梁下部通长筋三十八1.66—3.36层TL钢筋箍筋(2）梁上部通长筋梁下部通长筋三十九3.36—4.96层TL钢筋箍筋(2）梁上部通长筋梁下部通长筋四十4.96—6.66层TL钢筋箍筋(2）梁上部通长筋梁下部通长筋四十一6.66—8.36层TL钢筋箍筋(2）梁上部通长筋梁下部通长筋1113.133.133.13818180.3951.9991.9991.0203.133.130.2221.2601.2600.102223.133.133.13818180.3951.9991.9991.0203.133.130.2221.2601.2600.101113.133.133.13818180.3951.9991.9991.0203.133.130.2221.2601.2600.102223.133.133.13818180.3951.9991.9991.0203.133.130.2221.2601.2600.101111113.133.133.131.431.431.4381818818180.3951.9991.9990.3951.9991.9991.0203.133.131.0201.431.430.2221.2601.2600.2221.2601.2600.100.10件数11112构件长（m）3.640.910.913.610.88钢筋号直径mm16161688单重kg/m1.5801.5801.5800.3950.395单根弯钩（m）锚固（m）搭接（m）长度(m)4.451.461.451.171.170.2000.1560.1560.1000.100套筒（个）间距(m)正常0.100.100.100.200.20加密第 8 页，共 28 页
钢 筋 工 程 量 计 算 表(不含搭接和损耗)
钢 筋序号构件名称及编号8.36—9.96层TL钢筋箍筋(2）梁上部通长筋梁下部通长筋四十三9.96—11.76层TL钢筋箍筋(2）梁上部通长筋梁下部通长筋箍筋(2）梁上部通长筋梁下部通长筋四十四11.76—13.66层TL钢筋箍筋(2）梁上部通长筋梁下部通长筋四十五13.66—15.56层TL钢筋箍筋(2）梁上部通长筋梁下部通长筋四十六15.56—17.76层TL钢筋箍筋(2）梁上部通长筋梁下部通长筋四十七17.76—19.96TL钢筋箍筋(2）梁上部通长筋梁下部通长筋四十八19.96—21.96TL钢筋1112.582.582.58818180.3951.9991.9991.0202.582.580.2221.2601.2600.102222.582.582.58818180.3951.9991.9991.0202.582.580.2221.2601.2600.101112.582.582.58818180.3951.9991.9991.0202.582.580.2221.2601.2600.102223.133.133.13818180.3951.9991.9991.0203.133.130.2221.2601.2600.101111113.133.133.131.431.431.4381818818180.3951.9991.9990.3951.9991.9991.0203.133.131.0201.431.430.2221.2601.2600.2221.2601.2600.100.101113.133.133.13818180.3951.9991.9991.0203.133.130.2221.2601.2600.10件数构件长（m）钢筋号直径mm单重kg/m单根弯钩（m）锚固（m）搭接（m）长度(m)套筒（个）间距(m)正常加密四十二第 9 页，共 28 页
钢 筋 工 程 量 计 算 表(不含搭接和损耗)
钢 筋序号构件名称及编号箍筋(2）梁上部通长筋梁下部通长筋四十九21.96—23.96TL钢筋箍筋(2）梁上部通长筋梁下部通长筋箍筋(2）梁上部通长筋梁下部通长筋五十23.96—25.96TL钢筋箍筋(2）梁上部通长筋梁下部通长筋五十一25.96—27.96TL钢筋箍筋(2）梁上部通长筋梁下部通长筋箍筋(2）梁上部通长筋梁下部通长筋五十二27.96—29.96TL钢筋箍筋(2）梁上部通长筋梁下部通长筋五十三29.96—31.96TL钢筋箍筋(2）梁上部通长筋梁下部通长筋1112.582.582.58818180.3951.9991.9991.0202.582.580.2221.2601.2600.102222.582.582.58818180.3951.9991.9991.0202.582.580.2221.2601.2600.101111112.582.582.580.880.880.8881818818180.3951.9991.9990.3951.9991.9991.0202.582.581.0200.880.880.2221.2601.2600.2221.2601.2600.100.102222.582.582.58818180.3951.9991.9991.0202.582.580.2221.2601.2600.101111112.582.582.580.880.880.8881818818180.3951.9991.9990.3951.9991.9991.0202.582.581.0200.880.880.2221.2601.2600.2221.2601.2600.100.10件数222构件长（m）2.582.582.58钢筋号直径mm81818单重kg/m0.3951.9991.999单根弯钩（m）锚固（m）搭接（m）长度(m)1.0202.582.580.2221.2601.260套筒（个）间距(m)正常0.10加密第 10 页，共 28 页
钢 筋 工 程 量 计 算 表(不含搭接和损耗)
钢 筋序号构件名称及编号箍筋(2）梁上部通长筋梁下部通长筋五十四31.96—33.96TL钢筋箍筋(2）梁上部通长筋梁下部通长筋五十五33.96—36.16TL钢筋箍筋(2）梁上部通长筋梁下部通长筋箍筋(2）梁上部通长筋梁下部通长筋五十六36.16—38.36TL钢筋箍筋(2）梁上部通长筋梁下部通长筋五十七38.36—40.46TL钢筋箍筋(2）梁上部通长筋梁下部通长筋五十八-0.04—1.66层L1钢筋箍筋(2）梁上部通长筋梁下部通长筋箍筋(2）梁上部通长筋梁下部通长筋1111111.731.731.731.231.231.2381818818180.3951.9991.9990.3951.9991.9990.7201.731.730.7201.231.230.2221.2601.2600.2221.2601.2600.100.101112.582.582.58818180.3951.9991.9991.0202.582.580.2221.2601.2600.102222.582.582.58818180.3951.9991.9991.0202.582.580.2221.2601.2600.101111112.582.582.580.880.880.8881818818180.3951.9991.9990.3951.9991.9991.0202.582.581.0200.880.880.2221.2601.2600.2221.2601.2600.100.102222.582.582.58818180.3951.9991.9991.0202.582.580.2221.2601.2600.10件数111构件长（m）0.880.880.88钢筋号直径mm81818单重kg/m0.3951.9991.999单根弯钩（m）锚固（m）搭接（m）长度(m)1.0200.880.880.2221.2601.260套筒（个）间距(m)正常0.10加密第 11 页，共 28 页
钢 筋 工 程 量 计 算 表(不含搭接和损耗)
钢 筋序号构件名称及编号1.66—3.36层L1钢筋箍筋(2）梁上部通长筋梁下部通长筋六十4.96—6.66层L1钢筋箍筋(2）梁上部通长筋梁下部通长筋六十一9.96—11.76层L1钢筋箍筋(2）梁上部通长筋梁下部通长筋六十二11.76—13.66层L1钢筋箍筋(2）梁上部通长筋梁下部通长筋六十三15.56—17.76层L1钢筋箍筋(2）梁上部通长筋梁下部通长筋六十四19.96—21.96层L1钢筋箍筋(2）梁上部通长筋梁下部通长筋六十五21.96—23.96层L1钢筋箍筋(2）梁上部通长筋梁下部通长筋2221.511.511.51818180.3951.9991.9990.7201.511.510.2221.2601.2600.102221.311.311.31818180.3951.9991.9990.7201.311.310.2221.2601.2600.102221.051.051.05818180.3951.9991.9990.7201.051.050.2221.2601.2600.102221.651.651.65818180.3951.9991.9990.7201.651.650.2221.2601.2600.102221.201.201.20818180.3951.9991.9990.7201.201.200.2221.2601.2600.102221.651.651.65818180.3951.9991.9990.7201.651.650.2221.2601.2600.102221.921.921.92818180.3951.9991.9990.7201.921.920.2221.2601.2600.10件数构件长（m）钢筋号直径mm单重kg/m单根弯钩（m）锚固（m）搭接（m）长度(m)套筒（个）间距(m)正常加密五十九第 12 页，共 28 页
钢 筋 工 程 量 计 算 表(不含搭接和损耗)
钢 筋序号构件名称及编号25.96—27.96层L1钢筋箍筋(2）梁上部通长筋梁下部通长筋六十七27.96—29.96层L1钢筋箍筋(2）梁上部通长筋梁下部通长筋六十八29.96—31.96层L1钢筋箍筋(2）梁上部通长筋梁下部通长筋六十九33.96—36.16层L1钢筋箍筋(2）梁上部通长筋梁下部通长筋七十36.16—38.36层L1钢筋箍筋(2）梁上部通长筋梁下部通长筋2221.311.311.31818180.3951.9991.9990.7201.311.310.2221.2601.2600.102221.231.231.23818180.3951.9991.9990.7201.231.230.2221.2601.2600.102221.511.511.51818180.3951.9991.9990.7201.511.510.2221.2601.2600.102221.311.311.31818180.3951.9991.9990.7201.311.310.2221.2601.2600.102221.511.511.51818180.3951.9991.9990.7201.511.510.2221.2601.2600.10件数构件长（m）钢筋号直径mm单重kg/m单根弯钩（m）锚固（m）搭接（m）长度(m)套筒（个）间距(m)正常加密六十六四LZ钢筋第 13 页，共 28 页
钢 筋 工 程 量 计 算 表(不含搭接和损耗)
钢 筋序号构件名称及编号件数构件长（m）钢筋号直径mm单重kg/m单根弯钩（m）锚固（m）搭接（m）长度(m)套筒（个）间距(m)正常加密合计第 14 页，共 28 页
构件长(m)正常3.702.273.502.053.702.493.502.283.702.193.501.983.102.593.102.463.701.773.501.663.702.19加密单件根数总重(kg)φ10以内(kg)φ10以外(kg)2516241425172416251524142118211725122412251527.1526.3821.2320.4029.3228.0323.3623.3226.3624.7320.5220.4025.4225.4521.9822.0922.2119.7817.5417.4926.3624.73第 15 页，共 28 页
构件长(m)正常3.501.983.151.592.951.383.151.852.951.643.152.052.951.833.151.852.951.643.152.052.951.83加密单件根数24142111201021132011211420132113201121142013总重(kg)20.5220.4017.1715.7512.3612.4019.3218.6114.4213.6420.9820.0415.9616.1219.3218.6114.4213.6420.9820.0415.9616.12φ10以内(kg)φ10以外(kg)第 16 页，共 28 页
构件长(m)正常3.151.852.951.643.152.052.951.833.151.772.951.553.151.852.951.641.421.421.422.970.721.421.42加密单件根数211320112114201321122011211320111515151581515总重(kg)19.3218.6114.4213.6420.9820.0415.9616.1218.6617.1813.7413.6419.3218.6114.4213.6450.7017.1216.939.009.6050.7017.12φ10以内(kg)φ10以外(kg)第 17 页，共 28 页
构件长(m)正常1.422.970.721.421.421.422.670.651.421.421.422.970.721.421.421.422.970.721.421.421.422.670.65加密单件根数15158151515148151515158151515158151515148总重(kg)16.939.009.6046.5116.0715.888.409.6050.7017.1216.939.009.6050.7017.1216.939.009.6046.5116.0715.888.409.60φ10以内(kg)φ10以外(kg)第 18 页，共 28 页
构件长(m)正常1.421.421.422.970.721.171.171.173.270.801.171.171.173.270.801.171.171.173.870.951.171.171.173.87加密单件根数151515158121212178121212178121212201012121220总重(kg)51.2717.2617.079.009.6060.7521.0020.768.538.0260.7521.0020.768.538.0293.3132.0131.6410.0310.0393.3132.0131.6410.03φ10以内(kg)φ10以外(kg)第 19 页，共 28 页
构件长(m)正常0.951.171.171.173.330.811.171.171.173.330.811.171.171.173.330.811.171.171.173.330.811.171.17加密单件根数1012121217101212121710121212171012121217101212总重(kg)10.0362.2321.3721.138.5310.0362.2321.3721.138.5310.0362.2321.3721.138.5310.0362.2321.3721.138.5310.0362.2321.37φ10以内(kg)φ10以外(kg)第 20 页，共 28 页
构件长(m)正常1.173.330.811.171.171.173.330.811.171.171.173.330.811.171.171.173.610.881.171.171.173.610.88加密单件根数1217101212121710121212171012121219101212121910总重(kg)21.138.5310.0362.2321.3721.138.5310.0362.2321.3721.138.5310.0388.9830.9330.569.5310.0388.9830.9330.569.5310.03φ10以内(kg)φ10以外(kg)第 21 页，共 28 页
构件长(m)正常1.171.171.173.610.883.13加密单件根数1212121910323315333233323332333233总重(kg)88.1330.7130.359.5310.0315.7026.3026.307.3616.1016.1031.4052.6052.6015.7026.3026.3031.4052.6052.6015.7026.3026.30φ10以内(kg)φ10以外(kg)1.433.133.133.133.13第 22 页，共 28 页
构件长(m)正常3.13加密单件根数总重(kg)φ10以内(kg)φ10以外(kg)323332331533323326332633263315.7026.3026.3015.7026.3026.307.3616.1016.1031.4052.6052.6012.7623.0023.0025.5146.0046.0012.7623.0023.003.131.433.132.582.582.58第 23 页，共 28 页
构件长(m)正常2.58加密单件根数263326339332633263393326332633总重(kg)25.5146.0046.0012.7623.0023.004.4212.8012.8025.5146.0046.0012.7623.0023.004.4212.8012.8025.5146.0046.0012.7623.0023.00φ10以内(kg)φ10以外(kg)2.580.882.582.580.882.582.58第 24 页，共 28 页
构件长(m)正常0.88加密单件根数933263326339332633263318221322总重(kg)4.4212.8012.8025.5146.0046.0012.7623.0023.004.4212.8012.8025.5146.0046.0012.7623.0023.006.7011.9311.934.849.949.94φ10以内(kg)φ10以外(kg)2.582.580.882.582.581.731.23第 25 页，共 28 页
构件长(m)正常1.92加密单件根数总重(kg)φ10以内(kg)φ10以外(kg)202217221322172211221422162214.8925.4325.4312.6523.2323.239.6819.6719.6712.6523.2323.238.1918.4318.4310.4220.5120.5111.9122.1122.111.651.201.651.051.311.51第 26 页，共 28 页
构件长(m)正常1.51加密单件根数总重(kg)φ10以内(kg)φ10以外(kg)1622142216221322142211.9122.1122.1110.4220.5120.5111.9122.1122.119.6819.8719.8710.4220.5120.511.311.511.231.31第 27 页，共 28 页
构件长(m)正常加密单件根数总重(kg)φ10以内(kg)φ10以外(kg)6606.150.000.00第 28 页，共 28 页
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