1、风风管管面面积积计计算算及及支支吊吊架架、法法兰兰计计算算表表（其其中中系系统统压压力力0表表示示中中低低压压，1表表示示高高压压；风风管管形形状状0表表示示矩矩形形，1表表示示圆圆形形）北北京京消消防防送送排排风风风风管管规规格格风风口口风风阀阀封封头头连连接接长长度度mm面面积积圆圆形形厚厚度度铁铁皮皮m2吊支架系系统统编编号号系系统统压压力力 风风管管形形状状宽宽高高长长0.5mm0.6mm0.75mm1.0mm1.2mm静静压压箱箱吊杆规格 理论重量 吊杆组重 横杆规格 理论重量 横杆组重mmmmMm2m2mm0.500.600.751.001.20？kg/mkg/￥kg/mkg/￥B
2、2F1_11111204.5916.1516.151.0016.1580.3951.1930*31.3731.811_21018004001.024.491.204.49100.6171.8540*42.4224.841_310180040040.47178.071.20178.07100.6171.8540*42.4224.841_410180025011.6247.641.2047.64100.6171.8540*42.4224.84风风管管封封板板封板1101800250-10.451.200.45风风道道风风阀阀风阀1111120-0.201-0.70-0.701.00(0.70)风阀
3、2101800600-0.031-0.141.20(0.14)风阀3101800400-0.031-0.131.20(0.13)风阀4101800250-0.031-0.121.20(0.12)止回阀1111120-0.201-0.70-0.701.00(0.70)合计0.000.000.0014.74230.2522.1010.000.000.0014.74230.25267.09B1F1_11012505004.4715.651.0015.6580.3951.1930*31.3731.991_210160040040.18160.721.20160.72100.6171.8540*42.4
4、224.361_31080036027.9064.731.0064.7380.3951.1930*31.3731.371_4116302.504.954.950.754.9580.3951.1930*31.3731.14风风管管封封板板封板110800360-10.290.29风风道道风风阀阀风阀1101250500-0.201-0.701.00(0.70)风阀2101600400-0.031-0.121.20(0.12)风阀311630-0.201-0.40-0.400.75(0.40)吊吊顶顶风风口口风口11015006004.00850016.801.2016.80风口210150050
5、01.0025004.001.204.00合计0.000.004.5579.96181.405.7210.000.004.5579.96181.40271.63竖竖井井1#10140045097.00358.901.20358.90100.6171.8540*42.4223.882#1080050028.1073.061.0073.0680.3951.1930*31.3731.37塔楼用10112040059.00179.361.00179.3680.3951.1930*31.3731.81B1-4F用10112040025.6077.821.0077.8280.3951.1930*31.37
6、31.81（）风管面积计算及支吊架、法兰计算表第 1 页，共 5 页制表人：（）5F用1011204005.4016.421.0016.4280.3951.1930*31.3731.813#-11090050097.00271.601.00271.6080.3951.1930*31.3731.513#-210125036094.00302.681.00302.6880.3951.1930*31.3731.996#-11070045052.70121.211.00121.2180.3951.1930*31.3731.246#-21070045052.70121.211.00121.2180.39
7、51.1930*31.3731.244#10125032033.10103.931.00103.9380.3951.1930*31.3731.997#10100040025.6071.681.0071.6880.3951.1930*31.3731.655#10125036028.1090.481.0090.4880.3951.1930*31.3731.99竖竖井井风风口口风口1#103007002.0882604.160.754.16风口1#106006002.86112606.860.756.86风口2#107007000.7832602.181.002.18风口6-21F109003007
8、.501550018.001.0018.00风口3#-110100045010.402640030.161.0030.16风口3#-2103005001.5662602.500.752.50风口3#-2103007001.3052602.600.752.60风口6#-1103006001.2552502.250.752.25风口6#-21012004504.681336015.441.0015.44风口4#1010004000.8042002.241.002.24风口7#108005002.2537505.851.005.85风口5#109003002.4038005.761.005.76合计
9、0.000.0018.371,509.09358.900.0010.000.0018.371,509.09358.901,886.36总总计计2,425.1备备注注：白白色色和和淡淡黄黄色色部部分分需需按按测测量量填填写写，若若需需增增加加管管径径，切切记记用用同同类类型型行行整整行行复复制制粘粘贴贴。风风管管面面积积计计算算及及支支吊吊架架、法法兰兰计计算算表表（其其中中系系统统压压力力0表表示示中中低低压压，1表表示示高高压压；风风管管形形状状0表表示示矩矩形形，1表表示示圆圆形形）北北京京消消防防送送排排风风风风管管规规格格风风口口风风阀阀封封头头连连接接长长度度mm面面积积圆圆形形厚厚
10、度度铁铁皮皮m2吊支架系系统统编编号号系系统统压压力力 风风管管形形状状宽宽高高长长0.5mm0.6mm0.75mm1.0mm1.2mm静静压压箱箱吊杆规格 理论重量 吊杆组重 横杆规格 理论重量 横杆组重（）风管面积计算及支吊架、法兰计算表第 2 页，共 5 页制表人：（）吊杆钢每kg单价1.00角钢每kg单价1.00法兰吊支架吊支架总重法兰法兰重量组kg/￥小计组kg/￥小计2.005.990.004.0040.580.001.006.700.001.0034.830.0014.0093.730.0034.001184.380.004.0026.780.0010.00324.600.001
11、33.20133.201584.401584.402.006.350.004.0040.370.0014.0086.950.0034.001076.710.0010.0025.580.0024.00160.540.001.002.320.002.0011.410.00121.20121.201289.031289.0333.00188.960.0081.002372.720.0010.0025.580.0024.00179.920.0020.0059.950.0050.00438.260.009.0026.980.0022.00192.840.00（）风管面积计算及支吊架、法兰计算表第 3 页
12、，共 5 页制表人：（）2.005.990.005.0043.830.0033.0088.940.0081.00653.930.0032.00101.630.0079.00733.450.0018.0043.570.0044.00291.790.0018.0043.570.0044.00291.790.0012.0038.110.0028.00253.500.009.0025.490.0022.00177.610.0010.0031.760.0024.00222.820.00648.78648.785629.645629.64903.19903.198503.078503.07吊杆钢每kg单价
13、1.00角钢每kg单价1.00法兰吊支架吊支架总重法兰法兰重量（）风管面积计算及支吊架、法兰计算表第 4 页，共 5 页制表人：（）静静压压箱箱面面积积计计算算表表（北北京京消消防防风风管管）楼楼层层 序序号号静静压压箱箱计计算算理理论论面面积积M2风风口口计计算算理理论论面面积积M2实实际际面面积积长长宽宽高高面面积积宽宽高高个个数数 面面积积1宽宽高高个个数数 面面积积2宽宽高高个个数数 面面积积3B4F15000260050033.602000400416.0250040016.2511.35B4F22800280040020.16180032026.5200028014.009.68小
14、小计计53.7621.03B3F123002000150022.10200060014.0180036013.24112010.9813.88B3F22800280040020.16220045029.7180028013.247.24小小计计42.2621.12B2F123002000150022.10180040013.2112010.9817.88小小计计22.1017.88B1F117008006005.72160040012.663010.312.85小小计计5.722.85备备注注：上上述述面面积积已已取取静静压压箱箱计计算算理理论论面面积积数数据据套套入入风风管管面面积积计计算算表表的的合合计计一一栏栏，单单独独成成列列。静压箱计算第 5 页，共 5 页 核算人（）