烟囱项目钢筋量及混凝土工程量计算.xls

序序号号工工程程名名称称工工程程量量工工程程名名称称单单位位数数量量一烟囱基础F3034S-T04021C10砼垫层m365.82 19.4*3.1416*10.8*0.12C30砼底板m31421.28 19.4*3.1416*10.6*2.23C30砼环壁m3179.641.8*1/3*(11.86*11.86+10.3*10.3+140.6596*106.09)-9.55*9.55*3.1416*1.84C40砼积灰平台柱m33.60 0.5*0.5*1.8*85钢筋t100.51基础钢筋t98.18螺纹22t12.12 10.52*374*2.99*1.03/1000螺纹22t10.39 9.02*374*2.99*1.03/1000螺纹20t9.47(60.947+50*0.02*8)*54*2.47*1.03/1000螺纹20t9.47(60.947+50*0.02*8)*54*2.47*1.03/1000螺纹20t9.336.11*600*2.47*1.03/1000螺纹20t6.85(43.825+50*0.02*6)*54*2.47*1.03/1000螺纹25t6.434.35*373*3.85*1.03/1000螺纹25t6.53(84.383+50*0.025*10)*17*3.85*1.03/1000螺纹16t1.61(69.618+50*0.016*8)*13*1.58*1.03/1000螺纹16t1.07(60.004+50*0.016*7)*10*1.58*1.03/1000螺纹20t5.53 6.69*325*2.47*1.03/1000螺纹16t2.09 3.96*325*1.58*1.03/1000螺纹14t4.91(18.09+50*0.014*2)*202*1.21*1.03/1000螺纹16t0.46 1.73*163*1.58*1.03/1000螺纹20t0.37 2.23*65*2.47*1.03/1000螺纹20t0.33 2.23*58*2.47*1.03/1000螺纹20t0.30 2.23*52*2.47*1.03/1000螺纹20t0.65 2.23*115*2.47*1.03/1000螺纹22t1.29 5.65*74*2.99*1.03/1000螺纹22t3.18 4.65*222*2.99*1.03/1000(21)螺纹18t0.86 5.65*74*2*1.03/1000(22)螺纹18t2.13 4.65*222*2*1.03/1000(23)螺纹25t0.95 6*40*3.85*1.03/1000(24)螺纹28t0.84 7.7*22*4.84*1.03/1000(25)圆钢10t0.15 1.514*152*0.617*1.03/1000(26)螺纹22t0.12 2.51*16*2.99*1.03/1000(27)螺纹14t0.76(93.996+50*0.014*11)*6*1.21*1.03/1000柱基础钢筋t2.33螺纹22t1.10 5.57*8*8*2.99*1.03/1000螺纹22t0.88 4.47*8*8*2.99*1.03/1000圆钢8t0.13 2.06*20*8*0.395*1.03/1000圆钢8t0.22 1.66*40*8*0.395*1.03/1000马凳钢筋t3.31螺纹25t0.41 5.5*19*3.85*1.03/1000螺纹20t0.39 2.02*76*2.47*1.03/1000螺纹16t0.37 6*38*1.58*1.03/1000螺纹16t0.25 2*76*1.58*1.03/1000螺纹25t0.50 3.3*38*3.85*1.03/1000螺纹20t0.60 2.07*38*3*2.47*1.03/1000螺纹16t0.37 3*38*2*1.58*1.03/1000螺纹16t0.42 2*32*4*1.58*1.03/1000其中:103.82圆钢10以内t0.50螺纹20以内t58.57螺纹20以外t44.756预埋镀锌管50t0.06 3*3*6.16/10007素土夯实m355.16 24.05*3.1416*3.65*0.28C10砼散水m340.07 23.95*3.1416*3.55*0.159加水泥随打随抹m2267.11 23.95*3.1416*3.5510100高沥青木丝板m120.95 20.42*3.1416+3.55*161150高沥青马蹄脂m120.95 20.42*3.1416+3.55*1612砼地面m349.99 10.3*10.3*3.1416*0.1513挖土方m33235.1 4.1/3*(940.25+735.42+691.48)上口面积m2940.2517.3*17.3*3.1416底面积m2735.4215.3*15.3*3.141614电梯基础m318.752.5*2.5*3备备注注15.151218.7915741874.712445109.817441579.849772940.2494645.12522.425序序号号工工程程名名称称工工程程量量工工程程名名称称备备注注单单位位数数量量一烟囱基础F3034S-T04021C10砼垫层m365.82 19.4*3.1416*10.8*0.12C30砼底板m31421.2819.4*3.1416*10.6*2.23C30砼环壁m3179.643.1416*1.8*1/3*(11.86*11.86+10.3*10.3+140.6596*106.09)-9.55*9.55*3.1416*1.84C40砼积灰平台柱m33.60 0.5*0.5*1.8*81604.525钢筋t106.35基础钢筋t100.7197.776 100.037664426螺纹22t13.38(10.52+50*0.022)*374*2.99*1.03/100012.994螺纹22t11.66(9.02+50*0.022)*374*2.99*1.03/100011.317螺纹20t9.47(60.947+50*0.02*8)*54*2.47*1.03/10009.196螺纹20t9.47(60.947+50*0.02*8)*54*2.47*1.03/10009.196螺纹20t9.336.11*600*2.47*1.03/10009.055螺纹20t6.85(43.825+50*0.02*6)*54*2.47*1.03/10006.646螺纹25t6.434.35*373*3.85*1.03/10006.247螺纹25t6.53(84.383+50*0.025*10)*17*3.85*1.03/10006.341螺纹16t1.61(69.618+50*0.016*8)*13*1.58*1.03/10001.561螺纹16t1.07(60.004+50*0.016*7)*10*1.58*1.03/10001.037螺纹20t5.53 6.69*325*2.47*1.03/10005.370螺纹16t2.09 3.96*325*1.58*1.03/10002.033螺纹14t4.91(18.09+50*0.014*2)*202*1.21*1.03/10004.764螺纹16t0.46 1.73*163*1.58*1.03/10000.446螺纹20t0.37 2.23*65*2.47*1.03/10000.358螺纹20t0.33 2.23*58*2.47*1.03/10000.319螺纹20t0.30 2.23*52*2.47*1.03/10000.286螺纹20t0.65 2.23*115*2.47*1.03/10000.633螺纹22t1.29 5.65*74*2.99*1.03/10001.250螺纹22t3.18 4.65*222*2.99*1.03/10003.087(21)螺纹18t0.86 5.65*74*2*1.03/10000.836(22)螺纹18t2.13 4.65*222*2*1.03/10002.065(23)螺纹25t0.95 6*40*3.85*1.03/10000.924(24)螺纹28t0.84 7.7*22*4.84*1.03/10000.820(25)圆钢10t0.15 1.514*152*0.617*1.03/10000.142(26)螺纹22t0.12 2.51*16*2.99*1.03/10000.120(27)螺纹14t0.75(93.996+45*0.014*11)*6*1.21*1.03/10000.733柱基础钢筋t2.332.26螺纹22t1.10 5.57*8*8*2.99*1.03/10001.0659螺纹22t0.88 4.47*8*8*2.99*1.03/10000.8554圆钢8t0.13 2.06*20*8*0.395*1.03/10000.1302圆钢8t0.22 1.66*40*8*0.395*1.03/10000.2098马凳钢筋t3.313.21螺纹25t0.41 5.5*19*3.85*1.03/10000.4023螺纹20t0.39 2.02*76*2.47*1.03/10000.3792螺纹16t0.37 6*38*1.58*1.03/10000.3602螺纹16t0.25 2*76*1.58*1.03/10000.2402螺纹25t0.50 3.3*38*3.85*1.03/10000.4828螺纹20t0.60 2.07*38*3*2.47*1.03/10000.5829螺纹16t0.37 3*38*2*1.58*1.03/10000.3602螺纹16t0.42 2*32*4*1.58*1.03/10000.4045其中:106.35圆钢10以内t0.50螺纹20以内t58.57螺纹20以外t47.286预埋镀锌管50t0.06 3*3*6.16/10007素土夯实m355.16 24.05*3.1416*3.65*0.28C10砼散水m340.07 23.95*3.1416*3.55*0.159加水泥随打随抹m2267.11 23.95*3.1416*3.5510100高沥青木丝板m120.95 20.42*3.1416+3.55*161150高沥青马蹄脂m120.95 20.42*3.1416+3.55*1612砼地面m349.99 10.3*10.3*3.1416*0.1513挖土方m36566.284.38/3*(1889.596+1140.094+1467.759)上口面积m21889.6024.525*24.525*3.1416底面积m21140.0919.05*19.05*3.1416坡道挖土方m3460.43(9+3)/2*17.52*4.4.3814电梯基础m318.752.5*2.5*34877.18序序号号工工程程名名称称工工程程量量工工程程名名称称备备注注单单位位数数量量烟烟囱囱工工程程量量计计算算序序号号标标高高（m）外外下下半半径径R1R1外外上上半半径径R2R2内内下下半半径径r1r1内内上上半半径径r2r2单单位位数数量量V=X/3(RV=X/3(R1 12 2+R+R2 22 2+R+R1 1*R*R2 2)-(r)-(r1 12 2+r+r2 22 2+r+r1 1*r*r2 2)12510.2008.7009.6508.1503.1416 m3792.665 牛腿6.8m9.2429.1769.2428.7263.1416 m314.0702508.7007.2008.1506.6503.1416 m3663.0743757.2005.7006.7005.2003.1416 m3486.94841005.7005.2005.2504.7503.1416 m3369.33451255.2005.2004.8304.8303.1416 m3291.47061505.2005.2004.9004.9003.1416 m3237.97672005.2005.2004.9504.9503.1416 m3398.59182055.2005.2004.9504.9503.1416 m339.85992105.2005.2004.9504.7003.1416 m358.97010 合计3352.95811 门窗m283.460 组合百叶窗C10.91.54m25.400 组合百叶窗C1a0.91.56m28.100 塑钢窗C20.91.528m237.800 塑钢窗C30.91.58m210.800 钢门M-1332m218.000 钢门M-20.82.12m23.36012 应扣除砼量84.681 M-1洞口3320.55m39.900 C1a洞口0.91.560.55m34.455 C28.8m以下洞口0.91.540.55m32.970 C225.9m以下洞口0.91.540.55m32.970 C250.9m洞口0.91.540.5m32.700 C275.9m洞口0.91.540.45m32.430 C2100.9m洞口0.91.540.37m31.998 C2125.9m洞口0.91.540.3m31.620 C3150.9m洞口0.91.540.25m31.350 C2175.9m洞口0.91.540.25m31.350 C2200.9m洞口0.91.540.25m31.3507烟烟囱囱工工程程量量计计算算 C1206m洞口0.91.540.333m31.798 M-200洞口0.82.120.25m30.840 烟道口58.920.55m348.95013 铁件kg414.260T6080F60.994kg243.96T4040B11.964kg47.84T-20(650)A61.2302kg122.4614 内壁面积m27698.4912519.30016.3003.1416 m21398.0125016.30013.4003.1416 m21166.3197513.40010.5003.1416 m2938.55310010.5009.6603.1416 m2791.6831259.6609.8003.1416 m2764.1941509.8009.9003.1416 m2773.6192009.9009.9003.1416 m21555.0922109.9009.9003.1416 m2311.01815 C30砼积灰平台m399.126平台板9.1769.1764.53.63.1416 m337.248梁L-112.30.60.32m34.428梁L-217.8060.950.42m313.533梁L-314.020.750.32m36.309梁L-418.0310.42m314.424梁L-510.40.70.43.1416 m39.148柱6.80.50.54m36.8柱6.90.50.54m36.9梁垫0.7230.30.34m30.26梁垫0.4730.40.14m30.0816 铁件kg482.41TL63(360)A3.66.7612kg48.68T100(915)A9.157.9242kg145.01T4040A11.494kg45.96D2020B2.38102kg242.76序序号号标标高高（m）外外下下半半径径R1R1外外上上半半径径R2R2内内下下半半径径r1r1内内上上半半径径r2r2单单位位数数量量8烟烟囱囱工工程程量量计计算算17 钢筋t28.27Z-1(8根)t4.96226.32.99881.03 kg1241.74227.32.99881.03 kg1438.8481.760.39526881.03 kg1535.2280.6400.39535781.03 kg743.66L-1(2根)t0.9112513.053.85221.03 kg207.002512.453.85221.03 kg197.481812.252421.03 kg201.8881.960.3958021.03 kg127.591212.250.888621.03 kg134.4580.440.39512021.03 kg42.96L-2(2根)t2.532518.5563.85521.03 kg735.842516.1923.85221.03 kg256.842017.6242.47421.03 kg358.7085.140.39512021.03 kg501.891217.690.888821.03 kg258.8880.540.39524021.03 kg105.46253.2343.851221.03 kg307.79L-3(2根)t1.132514.7523.85221.03 kg234.002515.1463.85221.03 kg240.251813.822421.03 kg227.7582.160.3959421.03 kg165.211213.8860.888621.03 kg152.4180.440.39514121.03 kg50.48181.922821.03 kg63.28L-4(2根)t2.622518.783.85521.03 kg744.722517.0183.85221.03 kg269.94序序号号标标高高（m）外外下下半半径径R1R1外外上上半半径径R2R2内内下下半半径径r1r1内内上上半半径径r2r2单单位位数数量量9烟烟囱囱工工程程量量计计算算2017.8482.47421.03 kg363.2685.540.39512221.03 kg549.961217.9140.888821.03 kg262.1680.540.39524421.03 kg107.21253.3723.851221.03 kg320.92L-5(1根)t2.992537.6733.8551.03 kg746.962537.6733.85101.03 kg1493.92104.460.6172181.03 kg617.89100.610.6173271.03 kg126.77平台板t13.141646001.581.03 kg7486.041445331.211.03 kg5649.4818 烟道板m36.87YB-1m35.69板3.6920.990.0516m32.92肋0.990.060.06316 m30.17边3.6920.10.15216 m31.77下边0.990.150.1616m30.38上边0.990.150.18516m30.44YB-2、3m31.18板3.6920.7530.054m30.56肋0.7530.060.0634 m30.03边3.6920.10.1524 m30.44下边0.9670.150.164m30.09上边0.5390.150.1854m30.0619 铁件t0.180TL50(99)A0.994.72216kg149.53TL50(98)A0.984.7214kg18.50TL50(65)A0.654.7214kg12.2720 钢筋t0.5861.3880.22221161.03 kg103.53序序号号标标高高（m）外外下下半半径径R1R1外外上上半半径径R2R2内内下下半半径径r1r1内内上上半半径径r2r2单单位位数数量量10烟烟囱囱工工程程量量计计算算64.0670.2226161.03 kg86.68143.8621.212161.03 kg149.5460.960.22211161.03 kg37.5160.6410.2227161.03 kg16.4260.7890.2227161.03 kg19.6260.2050.22218161.03 kg13.11120.6880.8884161.03 kg40.2761.2130.2222141.03 kg23.3064.0670.222641.03 kg22.32143.8621.21241.03 kg38.5160.950.2221141.03 kg9.5660.6410.222541.03 kg2.9360.7890.222741.03 kg5.0560.2050.2221841.03 kg3.38120.6880.888441.03 kg10.0721 内烟道屋盖板m331.42烟道柱A8.90.3550.374m34.68烟道柱B100.520.374m37.70烟道柱C100.40.24m33.20屋盖板梁5.390.60.32m31.94屋盖板梁5.590.90.32m33.02屋盖板梁20.8640.30.2m31.25屋盖板梁9.1260.20.22m30.73屋盖板5.34.20.22m38.9022 钢筋t4.17209.572.47941.03 kg876.4981.4160.8889641.03 kg497.33209.872.471141.03 kg1104.8581.8010.8889941.03 kg652.32209.272.47641.03 kg566.0181.150.8889341.03 kg391.2880.460.8884841.03 kg80.78序序号号标标高高（m）外外下下半半径径R1R1外外上上半半径径R2R2内内下下半半径径r1r1内内上上半半径径r2r2单单位位数数量量11烟烟囱囱工工程程量量计计算算23 钢筋t6.8012435.10.88821.03 kg795.9214404.41.2121.03 kg1008.01255.9283.852101.03 kg470.15125.3280.8882261.03 kg253.4181.750.3952721.03 kg102.532236.7582.99231.03 kg679.22125.6870.8882201.03 kg208.0682.350.39521081.03 kg206.5282.150.39521081.03 kg188.9480.40.3952541.03 kg17.5880.30.3952541.03 kg13.18203.8422.472181.03 kg351.88123.5420.8882301.03 kg194.3881.350.39521801.03 kg197.731234.7580.8882121.03 kg762.991234.7580.8882161.03 kg1017.3180.950.39524301.03 kg332.4024C40砼圈梁m328.58QL-2510.43.14160.450.40.53 m35.35铁件t1.52T3030C10.1201.01 kg204.02T6060C34.32201.01 kg693.26Y-28.396360.95904101.01 kg94.49Y-314.133141.91808201.01 kg324.23Y-44.797920.63936201.01 kg109.8345*51.4183.3788201.01 kg96.78QL-508.93.14160.450.40.45 m34.58铁件t1.37T3030C10.1181.01 kg183.62T6060C34.32181.01 kg623.94Y-28.396360.9590491.01 kg85.04序序号号标标高高（m）外外下下半半径径R1R1外外上上半半径径R2R2内内下下半半径径r1r1内内上上半半径径r2r2单单位位数数量量12烟烟囱囱工工程程量量计计算算Y-314.133141.91808181.01 kg291.81Y-44.797920.63936181.01 kg98.8545*51.4183.3788181.01 kg87.10QL-757.43.14160.450.40.37 m33.81铁件t1.07T3030C10.1141.01 kg142.81T6060C34.32141.01 kg485.28Y-28.396360.9590471.01 kg66.14Y-314.133141.91808141.01 kg226.96Y-44.797920.63936141.01 kg76.8845*51.4183.3788141.01 kg67.75QL-1007.43.14160.40.350.29 m32.97铁件t1.03T3030C10.1141.01 kg142.81T6060C34.32141.01 kg485.28Y-27.758940.9590471.01 kg61.64Y-312.792361.91808141.01 kg208.01Y-44.433680.63936141.01 kg71.7345*51.2323.3788141.01 kg58.86QL-1257.43.14160.40.350.29 m32.97铁件t1.03T3030C10.1141.01 kg142.81T6060C34.32141.01 kg485.28Y-27.758940.9590471.01 kg61.64Y-312.792361.91808141.01 kg208.01Y-44.433680.63936141.01 kg71.7345*51.2323.3788141.01 kg58.86QL-1507.43.14160.40.350.29 m32.97铁件t1.03T3030C10.1141.01 kg142.81T6060C34.32141.01 kg485.28Y-27.758940.9590471.01 kg61.64序序号号标标高高（m）外外下下半半径径R1R1外外上上半半径径R2R2内内下下半半径径r1r1内内上上半半径径r2r2单单位位数数量量13烟烟囱囱工工程程量量计计算算Y-312.792361.91808141.01 kg208.01Y-44.433680.63936141.01 kg71.7345*51.2323.3788141.01 kg58.86QL-1757.43.14160.40.350.29 m32.97铁件t1.03T3030C10.1141.01 kg142.81T6060C34.32141.01 kg485.28Y-27.758940.9590471.01 kg61.64Y-312.792361.91808141.01 kg208.01Y-44.433680.63936141.01 kg71.7345*51.2323.3788141.01 kg58.86QL-2007.43.14160.40.350.29 m32.97铁件t1.03T3030C10.1141.01 kg142.81T6060C34.32141.01 kg485.28Y-27.758940.9590471.01 kg61.64Y-312.792361.91808141.01 kg208.01Y-44.433680.63936141.01 kg71.7345*51.2323.3788141.01 kg58.86钢筋t7.42QL-25(10个)t1.23183.2081302417.04kg859.1081.5433200.395493.76kg200.8981.33200.395416kg169.25QL-50(9个)t1.05183.0381172355.446kg732.2281.5432790.395430.497kg175.1581.32790.395362.7kg147.56QL-75(7个)t0.89183.262912296.842kg611.4981.5432380.395367.234kg149.4181.32380.395309.4kg125.88序序号号标标高高（m）外外下下半半径径R1R1外外上上半半径径R2R2内内下下半半径径r1r1内内上上半半径径r2r2单单位位数数量量14烟烟囱囱工工程程量量计计算算QL-100(7个)t0.85183.239912294.749kg607.1881.3572380.395322.966kg131.4081.152380.395273.7kg111.35QL-125(7个)t0.85183.239912294.749kg607.1881.3572380.395322.966kg131.4081.152380.395273.7kg111.35QL-150(7个)t0.85183.239912294.749kg607.1881.3572380.395322.966kg131.4081.152380.395273.7kg111.35QL-175(7个)t0.85183.239912294.749kg607.1881.3572380.395322.966kg131.4081.152380.395273.7kg111.35QL-200(7个)t0.85183.239912294.749kg607.1881.3572380.395322.966kg131.4081.152380.395273.7kg111.3525 钢梁t11.14GL-25t3.919槽钢 16a5.4617.2340kg3763.0370*60.446.39240kg112.5050*60.244.48440kg43.05GL-50t2.596槽钢 16a3.9617.2336kg2456.3170*60.446.39236kg101.2550*60.244.48436kg38.74GL-75t1.150槽钢 14a2.5614.5328kg1041.5170*60.446.39228kg78.75序序号号标标高高（m）外外下下半半径径R1R1外外上上半半径径R2R2内内下下半半径径r1r1内内上上半半径径r2r2单单位位数数量量15烟烟囱囱工工程程量量计计算算50*60.244.48428kg30.13GL-100t0.718槽钢 12.61.7612.3728kg609.5970*60.446.39228kg78.7550*60.244.48428kg30.13GL-125t0.646槽钢 101.921028kg537.6070*60.446.39228kg78.7550*60.244.48428kg30.13GL-150t0.686槽钢 102.061028kg576.8070*60.446.39228kg78.7550*60.244.48428kg30.13GL-175t0.714槽钢 102.161028kg604.8070*60.446.39228kg78.7550*60.244.48428kg30.13GL-200t0.714槽钢 102.161028kg604.8070*60.446.39228kg78.7550*60.244.48428kg30.1326 钢支撑(25m层)t21.22GC-25t6.570槽钢 28a9.41631.4220kg5917.01钢板=100.0582878.540kg183.00钢板=100.21155478.520kg332.14钢板=100.08878.520kg138.16GC-50t4.493槽钢 28a6.90431.4218kg3904.63钢板=100.0582878.536kg164.70钢板=100.21155478.518kg298.93钢板=100.08878.518kg124.34序序号号标标高高（m）外外下下半半径径R1R1外外上上半半径径R2R2内内下下半半径径r1r1内内上上半半径径r2r2单单位位数数量量16烟烟囱囱工工程程量量计计算算GC-75t2.462槽钢 28a4.55831.4214kg2004.97钢板=100.0582878.528kg128.10钢板=100.21155478.514kg232.50钢板=100.08878.514kg96.71GC-100t1.566槽钢 25a2.93627.4714kg1129.13钢板=100.0492878.528kg108.32钢板=100.21106878.514kg231.96钢板=100.08878.514kg96.71GC-125t1.627槽钢 25a3.09827.4714kg1191.43钢板=100.0492878.528kg108.32钢板=100.20976378.514kg230.53钢板=100.08878.514kg96.71GC-150t1.465槽钢 22a3.31422.6314kg1049.94钢板=100.0478.528kg87.92钢板=100.20976378.514kg230.53钢板=100.08878.514kg96.71GC-175t1.516槽钢 22a3.4722.6314kg1099.37钢板=100.0478.528kg87.92钢板=100.21106878.514kg231.96钢板=100.08878.514kg96.71GC-200t1.516槽钢 22a3.4722.6314kg1099.37钢板=100.0478.528kg87.92钢板=100.21106878.514kg231.96钢板=100.08878.514kg96.7127 水平支撑t1.11SC-25t0.338序序号号标标高高（m）外外下下半半径径R1R1外外上上半半径径R2R2内内下下半半径径r1r1内内上上半半径径r2r2单单位位数数量量17烟烟囱囱工工程程量量计计算算角钢63*65.4365.7248kg248.93钢板=60.23653647.18kg89.13SC-50t0.146角钢63*64.4325.7244kg101.48钢板=60.23653647.14kg44.56SC-75t0.134角钢63*63.975.7244kg90.90钢板=60.22651647.14kg42.68SC-100t0.096角钢50*53.6243.77634kg54.74钢板=60.21669647.14kg40.83SC-125t0.096角钢50*53.7063.77634kg55.98钢板=60.21369647.14kg40.26SC-150t0.097角钢50*53.7783.77634kg57.07钢板=60.21369647.14kg40.26SC-175t0.100角钢50*53.9423.77634kg59.54钢板=60.21369647.14kg40.26SC-200t0.100角钢50*53.9423.77634kg59.54钢板=60.21369647.14kg40.2628 格栅板t27.63EB-25-14340kg1720EB-25-24840kg1920EB-25-35236kg1872EB-25-45836kg2088EB-50-138.336kg1378.8EB-50-242.436kg1526.4EB-50-347.134kg1601.4EB-50-452.634kg1788.4序序号号标标高高（m）外外下下半半径径R1R1外外上上半半径径R2R2内内下下半半径径r1r1内内上上半半径径r2r2单单位位数数量量18烟烟囱囱工工程程量量计计算算EB-75-138.228kg1069.6EB-75-242.726kg1110.2EB-75-347.826kg1242.8EB-100-15026kg1300EB-100-257.826kg1502.8EB-100-316.12kg32.2EB-125-131.526kg819EB-125-234.626kg899.6EB-125-316.12kg32.2EB-150-132.226kg837.2EB-150-236.126kg938.6EB-150-316.12kg32.2EB-175-134.326kg891.8EB-175-237.926kg985.4EB-175-316.12kg32.2EB-20