给水管水力计算表表格文件下载.xls
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给水管水力计算表表格文件下载.xls
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"丁丁卯卯项项目目投投资资成成本本分分析析模模板板序号成本科目单价(元/平方米)总价(元)累计(元)一土地成本土地出让金¥2,479.72¥89,270,000.00¥96,620,800.00市政配套费¥105.00¥3,780,000.00地契税¥99.19¥3,570,800.00二前期费用勘查设计费¥30.00¥1,080,000.00¥2,196,000.00五通一平¥25.00¥900,000.00其他¥6.00¥216,000.00三规费设备维修基金¥25.00¥900,000.00¥1,787,400.00散装水泥¥1.50¥54,000.00白蚁防治¥1.15¥41,400.00墙改费¥10.00¥360,000.00渣土费¥2.00¥72,000.00绿地费¥10.00¥360,000.00四建安费土建¥1,050.00¥37,800,000.00¥41,328,000.00安装¥45.00¥1,620,000.00设备¥35.00¥1,260,000.00质检监理¥10.00¥360,000.00其他¥8.00¥288,000.00五基础设施费室外工程¥120.00¥4,320,000.00¥9,360,000.00绿化环艺¥100.00¥3,600,000.00小区配套¥40.00¥1,440,000.00六营销费用¥120.00¥4,320,000.00¥4,320,000.00七管理费¥64.84¥2,334,183.00¥2,334,183.00八财务费用¥45.00¥1,620,000.00¥1,620,000.00九不可预见费¥38.04¥1,369,440.00¥1,369,440.00十合计¥4,470.44¥160,935,823.00¥160,935,823.00换算为美金$588.22$21,458,109.73$21,458,109.73现现金金流流营营销销策策略略下下的的主主要要财财务务指指标标表表序号指标项目数值(元)换算为美金1总销售收入¥189,350,000.00$25,246,666.672总投资¥160,935,823.00$21,458,109.733营业税及附加¥20,828,500.00$2,777,133.334销售利润(毛利)¥7,585,677.00$1,011,423.605销售利税率15%6投资利税率18%7销售利润率4%8投资利润率5%9销售净利润率3%10投资净利润率4%注注意意:
@#@本本模模板板已已经经设设定定了了函函数数关关系系,千千万万不不要要随随意意更更改改格格式式。
@#@敏敏感感性性分分析析价格敏感初始价格(元/pfm)4000调整后价格投资净利润率总销售收入20%48001%总投资15%4600-2%营业税及附加10%4400-5%销售利润(毛利)5%4200-8%投资净利润率04000-11%-5%3800-14%-10%3600-18%-15%3400-21%-20%3200-24%成本敏感初始成本¥160,935,823.00调整后成本投资净利润率总投资20%¥193,122,987.60-5%总销售收入15%¥185,076,196.45-2%营业税及附加10%¥177,029,405.301%销售利润(毛利)5%¥168,982,614.155%投资净利润率0¥160,935,823.009%-5%¥152,889,031.8513%-10%¥144,842,240.7018%-15%¥136,795,449.5524%-20%¥128,748,658.4030%盈盈亏亏平平衡衡点点分分析析单位税金578.5694444单位:
@#@元/平方米均价平衡点总销售金额/建安费4581.639566单位:
@#@元/平方米面积平衡点总成本/均价平衡点35,126.25单位:
@#@平方米盈亏平衡率面积平衡点/总建筑面积0.975729204百分数投投资资成成本本固固定定时时投投资资净净利利润润率率与与销销售售收收入入增增减减关关系系图图X轴20%15%10%5%0%Y轴1%-2%-5%-8%-11%销销售售收收入入固固定定时时投投资资净净利利润润率率与与开开发发成成本本增增减减关关系系图图X轴20%15%10%5%0Y轴-5%-2%1%5%9%-5%-2%1%5%9%13%18%24%30%25%20%15%10%5%0%-5%-10%-15%-20%-25%-10%-5%0%5%10%15%20%25%30%35%系列11%-2%-5%-8%-11%-14%-18%-21%-24%25%20%15%10%5%0%-5%-10%-15%-20%-25%-30%-25%-20%-15%-10%-5%0%5%系列1-5%-2%1%5%9%13%18%24%30%25%20%15%10%5%0%-5%-10%-15%-20%-25%-10%-5%0%5%10%15%20%25%30%35%系列1备注占地面积:
@#@15,000.0036000容积率:
@#@2.4建筑面积:
@#@36,000.00土地总价:
@#@¥89,270,000.00含建筑、景观、管线等设计土地面积:
@#@22.6土建:
@#@1,250.00其他设计、验线、会审、会评土地单价:
@#@¥3,950,000.00间接开发成本间接开发成本间接开发成本含建设费、道路等含公建配套前六项之和1.5%建安费、室外工程费的3%住宅建筑面积:
@#@27,500.00住宅均价:
@#@¥4,500.00商业建筑面积:
@#@8,200.00商业均价:
@#@¥8,000.004800460044004200¥172,800,000.00¥165,600,000.00¥158,400,000.00¥151,200,000.00¥160,935,823.00¥160,935,823.00¥160,935,823.00¥160,935,823.00¥8,769,600.00¥8,404,200.00¥8,038,800.00¥7,673,400.00¥3,094,577.00¥-3,740,023.00¥-10,574,623.00¥-17,409,223.001%-2%-5%-8%¥193,122,987.60¥185,076,196.45¥177,029,405.30¥168,982,614.15¥189,350,000.00¥189,350,000.00¥189,350,000.00¥189,350,000.00¥9,609,512.50¥9,609,512.50¥9,609,512.50¥9,609,512.50¥-13,382,500.10¥-5,335,708.95¥2,711,082.20¥10,757,873.35-5%-2%1%5%-5%-10%-15%-20%-14%-18%-21%-24%-5%-10%-15%-20%13%18%24%30%-5%-2%1%5%9%13%18%24%30%25%20%15%10%5%0%-5%-10%-15%-20%-25%-10%-5%0%5%10%15%20%25%30%35%系列11%-2%-5%-8%-11%-14%-18%-21%-24%25%20%15%10%5%0%-5%-10%-15%-20%-25%-30%-25%-20%-15%-10%-5%0%5%系列1-5%-2%1%5%9%13%18%24%30%25%20%15%10%5%0%-5%-10%-15%-20%-25%-10%-5%0%5%10%15%20%25%30%35%系列1单位(平方米)单位(平方米)单位(元)单位(亩)单位(元/平方米)单位(元/亩)单位(平方米)单位(元/平方米)单位(平方米)单位(元/平方米)40003800360034003200¥144,000,000.00¥136,800,000.00¥129,600,000.00¥122,400,000.00¥115,200,000.00¥160,935,823.00¥160,935,823.00¥160,935,823.00¥160,935,823.00¥160,935,823.00¥7,308,000.00¥6,942,600.00¥6,577,200.00¥6,211,800.00¥5,846,400.00¥-24,243,823.00¥-31,078,423.00¥-37,913,023.00¥-44,747,623.00¥-51,582,223.00-11%-14%-18%-21%-24%¥160,935,823.00¥152,889,031.85¥144,842,240.70¥136,795,449.55¥128,748,658.40¥189,350,000.00¥189,350,000.00¥189,350,000.00¥189,350,000.00¥189,350,000.00¥9,609,512.50¥9,609,512.50¥9,609,512.50¥9,609,512.50¥9,609,512.50¥18,804,664.50¥26,851,455.65¥34,898,246.80¥42,945,037.95¥50,991,829.109%13%18%24%30%拍卖面积15000容积率2.4住宅售价(元/m2)4500总建筑面积(万m2)36000商业售价(元/m2)8000住宅(万m2)27500商务售价(元/m2)商业(万m2)8500车库售价(元/m2)0商务(万m2)综合售价(元/m2)0车库(万m2)可售面积(万m2)36000土地底价(万元)2020万元变化值(元)20.00增价幅度(万元)土地总价(万元)土地成本(元/m2)直接成本(元/m2)总成本(元/m2)022001733.724134.094557.182022201753.724154.094577.184022401773.724174.094597.186022601793.724194.094617.188022801813.724214.094637.1810023001833.724234.094657.1812023201853.724254.094677.1814023401873.724274.094697.1816023601893.724294.094717.1818023801913.724314.094737.1820024001933.724334.094757.1822024201953.724354.094777.1824024401973.724374.094797.1826024601993.724394.094817.1828024802013.724414.094837.1830025002033.724434.094857.1832025202053.724454.094877.1834025402073.724474.094897.1836025602093.724494.094917.1838025802113.724514.094937.1840026002133.724534.094957.1842026202153.724554.094977.1844026402173.724574.094997.1846026602193.724594.095017.1848026802213.724614.095037.1850027002233.724634.095057.1852027202253.724654.095077.1854027402273.724674.095097.1856027602293.724694.095117.1858027802313.724714.095137.1860028002333.724734.095157.1862028202353.724754.095177.1864028402373.724774.095197.1866028602393.724794.095217.1868028802413.724814.095237.1870029002433.724834.095257.1872029202453.724854.095277.1874029402473.724874.095297.1876029602493.724894.095317.1878029802513.724914.095337.1880030002533.724934.095357.1882030202553.724954.095377.1884030402573.724974.095397.1886030602593.724994.095417.1888030802613.725014.095437.1890031002633.725034.095457.1892031202653.725054.095477.1894031402673.725074.095497.1896031602693.725094.095517.1898031802713.725114.095537.18100032002733.725134.095557.18102032202753.725154.095577.18104032402773.725174.095597.18106032602793.725194.095617.18108032802813.725214.095637.18110033002833.725234.095657.18112033202853.725254.095677.18114033402873.725274.095697.18116033602893.725294.095717.18118033802913.725314.095737.18120034002933.725334.095757.18122034202953.725354.095777.18124034402973.725374.095797.18126034602993.725394.095817.18128034803013.725414.095837.18130035003033.725434.095857.18132035203053.725454.095877.18134035403073.725474.095897.18136035603093.725494.095917.18138035803113.725514.095937.18140036003133.725534.095957.18142036203153.725554.095977.18144036403173.725574.095997.18146036603193.725594.096017.18148036803213.725614.096037.18150037003233.725634.096057.18152037203253.725654.096077.18154037403273.725674.096097.18156037603293.725694.096117.18158037803313.725714.096137.18160038003333.725734.096157.18162038203353.725754.096177.18164038403373.725774.096197.18166038603393.725794.096217.18168038803413.725814.096237.18170039003433.725834.096257.18172039203453.725854.096277.18174039403473.725874.096297.18176039603493.725894.096317.18178039803513.725914.096337.18180040003533.725934.096357.18182040203553.725954.096377.18184040403573.725974.096397.18186040603593.725994.096417.18188040803613.726014.096437.18190041003633.726034.096457.18192041203653.726054.096477.18194041403673.726074.096497.18196041603693.726094.096517.18198041803713.726114.096537.18200042003733.726134.096557.18202042203753.726154.096577.18204042403773.726174.096597.18206042603793.726194.096617.18208042803813.726214.096637.18210043003833.726234.096657.18212043203853.726254.096677.18214043403873.726274.096697.18216043603893.726294.096717.18218043803913.726314.096737.18220044003933.726334.096757.18222044203953.726354.096777.18224044403973.726374.096797.18226044603993.726394.09681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"风风荷荷载载下下顶顶点点最最大大加加速速度度计计算算书书1.顺顺风风向向顶顶点点最最大大加加速速度度风风荷荷载载体体型型系系数数s=1.40重重现现期期调调整整系系数数r=0.83建建筑筑物物高高度度H=H=200.00m建建筑筑物物总总迎迎风风宽宽度度B=35.00m建建筑筑物物总总迎迎风风面面积积S=S=7000.00mm22基基本本风风压压ww0=0.45kN/mm2建建筑筑物物总总质质量量mmtot=121181.16tt高高宽宽比比H/B=H/B=5.710.62w0T12=7.20kNs2/m2TT11=5.08ss脉脉动动增增大大系系数数=3.39脉脉动动影影响响系系数数=0.51顺顺风风向向顶顶点点加加速速度度aw=0.0527OKm/s22.横横风风向向顶顶点点最最大大加加速速度度风风荷荷载载体体型型系系数数s=1.40风风压压高高度度变变化化系系数数z=2.03建建筑筑物物顶顶点点平平均均风风速速vn,m=45.24m/s建建筑筑物物所所受受的的平平均均重重力力B=3.09kN/m3建建筑筑物物横横风风向向的的临临界界阻阻尼尼比比值值t,cr=0.02建建筑筑物物横横风风向向第第一一自自振振周周期期Tt=5.08s建建筑筑物物平平面面的的长长度度L=56.00mbr=0.047kN/m3横横风风向向顶顶点点加加速速度度atr=0.2129OKm/s2脉脉动动影影响响系系数数H/B=H/B=200200250250200.00200.00330.460.460.430.430.460.46550.50.50.480.480.50.5脉脉动动增增大大系系数数0.62w0.62w0T12(KNs2/m2)44667.207.20钢钢结结构构3.093.093.283.283.3943.394风风压压高高度度变变化化系系数数z离离地地面面或或海海平平面面高高度度(m)200200250250200.00200.00(地地面面粗粗糙糙类类别别C)C)zz2.032.032.242.242.032.03荷载规范顺风向风振加速度计算书顺顺风风向向风风振振加加速速度度的的脉脉动动系系数数aa计计算算建建筑筑体体型型高高层层建建筑筑结结构构第第一一阶阶自自振振频频率率(Hz)Hz)ff110.1970.197结结构构总总宽宽度度(mm)BB5454地地面面粗粗糙糙度度修修正正系系数数kkww0.540.54结结构构总总高高度度(mm)HH200200结结构构阻阻尼尼比比110.0150.015场场地地类类别别CC基基本本风风压压(KN/m2)KN/m2)000.750.75峰峰值值因因子子gg2.52.5钢钢结结构构xx119.2879.28710m10m高高度度名名义义湍湍流流度度II10100.230.23据据下下表表插插值值手手动动输输入入aa2.962.96重重现现期期为为1010年年风风压压(KN/m2)KN/m2)WWRR0.450.45迎迎风风面面宽宽度度(mm)BB5454结结构构单单位位高高度度质质量量(t/m)t/m)mm616.36616.36风风压压高高度度变变化化系系数数zz2.032.03风风荷荷载载体体型型系系数数ss1.41.4脉脉动动风风荷荷载载的的背背景景分分量量因因子子BZBZ0.2930.293顺顺风风向向风风振振加加速速度度aaDD,zz0.1120.112脉脉动动风风荷荷载载的的背背景景分分量量因因子子zz计计算算高高层层建建筑筑高高耸耸结结构构系系数数kk0.2950.2950.4040.404系系数数aa110.2610.2610.2920.292脉脉动动风风荷荷载载水水平平方方向向相相关关系系数数xx0.8480.848脉脉动动风风荷荷载载竖竖直直方方向向相相关关系系数数zz0.5960.596zz高高度度第第一一振振型型系系数数11(zz)11BBZ=Z=0.2930.2930.4730.473风风压压高高度度变变化化系系数数z离离地地面面或或海海平平面面高高度度(m)200200250250200200(地地面面粗粗糙糙类类别别C)zC)z2.032.032.242.242.032.03横风向风振加速度计算书峰峰值值因因子子gg2.52.5基基本本风风压压(KN/m2)(KN/m2)000.750.75重重现现期期为为1010年年的的风风压压(KN/m2)(KN/m2)WWRR0.450.45空空气气密密度度(kg/m3)(kg/m3)1.251.25迎迎风风面面宽宽度度(mm)BB36.636.6结结构构顶顶部部风风速速hh49.35649.356顺顺风风向向深深度度(m)(m)DD57.657.6结结构构横横向向风风第第11阶阶振振型型频频率率ffL1L10.1970.197结结构构单单位位高高度度质质量量(t/m)t/m)mm616.36616.36折折算算频频率率ff*L1*L10.1460.146结结构构顶顶部部风风压压高高度度变变化化系系数数HH2.032.03深深宽宽比比D/BD/B1.5741.574结结构构横横风风向向第第一一阶阶振振型型阻阻尼尼比比110.0150.015建建筑筑高高度度(m)(m)HH199199结结构构横横风风向向第第一一阶阶振振型型气气动动阻阻尼尼比比a1a10.00350.0035场场地地类类别别CC结结构构横横风风向向第第一一阶阶自自振振周周期期TTL1L15.085.08地地面面粗粗糙糙度度类类别别序序号号NNRR33折折算算周周期期TT*L1*L10.6990.699谱谱峰峰频频率率系系数数ffpp0.0770.077结结构构横横向向风风第第11阶阶振振型型系系数数L1L1(zz)11谱谱峰峰系系数数SSpp0.0340.034横横风风向向风风振振加加速速度度aal,zl,z0.1520.152带带宽宽系系数数kk0.3220.322偏偏态态系系数数1.5991.599横横风风向向风风力力谱谱的的角角修修正正系系数数CCsmsm11横横风风向向广广义义风风力力功功率率谱谱SSFLFL0.00380.0038方方形形bb55BB5656横风向风振加速度计算书";i:
2;s:
362:
"Q235-A级普通钢管截面特性外径A、d壁厚t截面积A惯性矩I截面模量W回转半径i每米长质量(cm)(cm2)(cm4)(cm3)(cm)(kg/m)4.80.34.2411500110.78312394.4929682921.5945218723.329302758注:
@#@1、填写时注意单位正确2、为了准确,故所有值不进行小数点的保留3、此表钢材的密度按7.85g/cm3计";i:
3;s:
12818:
"青青岛岛1212标标项项目目主主要要材材料料消消耗耗节节超超分分析析汇汇总总表表项目名称:
@#@青岛3号线土建12标填报日期:
@#@2013.6.15截止日期:
@#@2013.5.25序号材料名称规格型号单位图纸净用量定额用量(含合理损耗)实际消耗量节(-)超(+)量1节超率1节(-)超(+)量2节超率2采购均价(元)节(-)超(+)金额(元)备注ABCD=C-AE=D/A*100F=C-BG=F/B*100HI=H*F一3号线围护一级钢筋6.5t16.67917.01323.2656.58639.49%6.25236.75%一级钢筋8t4.0174.0973.887-0.13-3.24%-0.21-5.13%一级钢筋10t15.01915.31914.895-0.124-0.83%-0.424-2.77%一级钢筋12t85.97987.69985.484-0.495-0.58%-2.215-2.53%二级钢筋14t11.17411.39712.0570.8837.90%0.665.79%二级钢筋18t18.75419.12919.1080.3541.89%-0.021-0.11%二级钢筋20t19.12719.51020.5071.387.21%0.9975.11%二级钢筋22t218.681223.055212.707-5.974-2.73%-10.348-4.64%二3号线主体一级钢筋8t18.36618.73316.354-2.012-10.96%-2.379-12.70%一级钢筋10t123.316125.78264.127-59.189-48.00%-61.655-49.02%二级钢筋12t49.61950.61152.3352.7165.47%1.7243.41%二级钢筋14t98.064100.025100.5712.5072.56%0.5460.55%二级钢筋18t251.534256.565237.15-14.384-5.72%-19.415-7.57%二级钢筋20t12.04312.28414.3512.30819.16%2.06716.83%二级钢筋22t128.386130.954108.664-19.722-15.36%-22.29-17.02%二级钢筋25t383.911391.589398.51914.6083.81%6.931.77%二级钢筋28t240.011244.811237.056-2.955-1.23%-7.755-3.17%二级钢筋32t117.336119.683132.93715.60113.30%13.25411.07%三换乘大厅一级钢筋6.5t0.520.5303.5853.065589.42%3.055576.42%图纸净用量数据来源请参见附表,、一级钢筋10t23.65524.12822.111-1.544-6.53%-2.017-8.36%二级钢筋14t0.7040.7181.4580.754107.10%0.74103.06%二级钢筋16t11.11911.34115.5624.44339.96%4.22137.22%二级钢筋18t13.83114.10817.753.91928.33%3.64225.82%二级钢筋20t14.91215.21015.5650.6534.38%0.3552.33%三级钢筋22t62.10563.34759.66-2.445-3.94%-3.687-5.82%三级钢筋28t11.59411.82611.8260.2322.00%00.00%四站后区间一级钢筋8t0.4670.4760.214-0.253-54.18%-0.262-55.04%图纸净用量数据来源请参见附表,、一级钢筋10t2.2392.2840.104-2.135-95.36%-2.18-95.45%一级钢筋12t33.89434.57220.177-13.717-40.47%-14.395-41.64%二级钢筋12t21.1521.57314.145-7.005-33.12%-7.428-34.43%二级钢筋14t8.9349.11316.9658.03189.89%7.85286.16%二级钢筋16t4.3974.4854.4850.0882.00%00.00%三级钢筋16t3.7923.8685.5061.71445.20%1.63842.35%二级钢筋18t5.4715.5805.4720.0010.02%-0.108-1.94%二级钢筋20t7.4647.6137.6130.1492.00%00.00%三级钢筋20t103.859105.93677.572-26.287-25.31%-28.364-26.77%三级钢筋22t三级钢筋22t6.1206.242-6.120-100.00%-6.242-100.00%三级钢筋25t128.679131.253119.51-9.169-7.13%-11.743-8.95%三级钢筋28t4.6404.7334.368-0.272-5.86%-0.365-7.71%三级钢筋32t38.59139.36317.046-21.545-55.83%-22.317-56.70%五2号出入口一级钢筋10t2.3152.3611.999-0.316-13.65%-0.362-15.33%二级钢筋14t0.1160.1180.1180.0021.72%00.00%二级钢筋20t0.4960.5060.4960.0000.00%-0.01-1.98%三级钢筋22t11.00211.22210.728-0.274-2.49%-0.494-4.40%合合计计22333344.00882222338800.77662222220088.000099-112266.007733-55.4400%-117722.775533-77.2266%附:
@#@材料图纸净用量及定额用量(含合理损耗)计算表编制:
@#@审核:
@#@图纸净用量数据来源请参见附表,、序号部位名称单位一级一级一级一级二级二级二级三级二级二级三级二级三级三级三级三级分部分项钢筋汇总6.581012121416161820202222252832一一车车站站围围护护结结构构灌注桩钢筋笼t85.4491.65211.506198.449297.056冠梁t15.0197.43116.13938.589挡墙t1.5319.52218.75429.807桩间喷射网片t13.5513.550支护网片t3.1292.4865.615锚杆支护3.0383.038格构柱基础t0.530.1901.0551.775小小计计1166.66779944.0011771155.0011998855.9977991111.1177441188.7755441199.112277221188.668811338899.443300二二主主体体结结构构主主体体钢钢筋筋(小小计计)tt1188.336666112233.3311664499.6611999988.006644225511.5533441122.004433112288.338866338833.991111224400.001111111177.33336611442222.558866三三换换乘乘大大厅厅围围护护结结构构灌注桩钢筋笼t9.4720.70413.63257.47281.280冠梁t5.7761.284.63311.689L型挡墙t8.40711.11913.83111.59444.951喷射砼网片t0.520.520小小计计00.55222233.66555500.7700441111.1111991133.8833111144.9911226622.1100551111.559944113388.444400四四站站后后区区间间灌注桩钢筋笼t33.8942.3227.46476.316105.436225.432冠梁GL1t21.15021.61622.83165.597GL2tGL3tI型挡墙t0.4672.5063.7925.92712.692L型挡墙t0.9024.3975.4714.64015.410砼支撑t1.3374.1066.120.41238.59150.566小小计计00.44667722.2233993333.8899442211.11550088.99334444.33997733.77992255.44771177.446644110033.88559966.112200112288.66779944.6644003388.559911336699.669977五五22号号出出入入口口灌注桩钢筋笼t2.3150.1160.49611.00213.929小小计计22.33115500.11116600.4499661111.0000221133.992299合合计计tt1177.1199992222.885500116666.554444116699.4499222211.115500111188.9999221155.55116633.779922228899.5599005544.004422110033.885599334477.0066777799.222277551122.559900225566.224455115555.992277等级单位:
@#@kg一级钢一级钢一级钢一级钢二级钢二级钢二级钢型号6.5810121214161776.25113.843631.19322.542452.65156.532535.09291.719061.12554.9514437.3882.24站后区间钢筋笼33893.62321.811642.986288.127766.84182.121269.57站后GL1(冠梁)21149.59759.88100.78939.57207.97501.5589.16152.4640.95152.4628.16站后I型挡墙467.022505.924397.46901.53站后L型挡墙901.534397.461214.1866307.8583253.753041464.44337.1880.62945.4200.3697.74407.8258.6497.7474.148884.2945418.3249砼支撑斜撑及预埋件1336.51084105.995411119.254242983.2换乘大厅挡墙8407.211119.2520换乘大厅喷射砼5201093.5757.931221.1557.932号出入口桩钢筋2314.72115.86汇总520467.0212959.960833893.621149.599049.585415516.66单位t0.46712.9633.89421.159.0515.517三级钢二级钢二级钢三级钢三级钢三级钢三级钢三级钢汇总1161820202225283211817.9611817.961776.25364.57364.57113.8416140.9616140.963631.19860.8860.8322.5410221.3510221.352452.65501.29501.29156.5312172.6512172.652535.09622.81622.81291.7137780.6337780.639061.121974.771974.77554.9593618.1493618.1414437.33139.373139.37882.247463.6176315.59105436.1225430.711115.731115.73397.67397.671642.984352.044352.041551.161551.166288.125381.155381.151917.961917.967766.82872.492872.491023.821023.824182.12873.18873.18311.22311.221269.573112.963112.961729.421729.429649.469649.462181.562181.561211.981211.986764.246764.2421615.5322830.5165595.631439.391439.39920.75920.75759.88100.782437.152437.151558.991558.99939.57207.971238.951238.95792.53792.53501.5589.16469.5469.5300.33300.33152.4640.95342.34342.34218.99218.99152.4628.163791.595927.3312691.864640.334640.331807.621807.622994.882994.884397.46901.53668.5668.554714640.3315410.324811.24884811.2488673.2416673.24161214.1866307.8583253.753046041.326041.328128121464.44337.1880.62105.1105.14112.744112.74542.12542.12945.4200.3697.74105.1105.12184.142184.14272.26272.26407.8258.6497.74105.1105.1870.0228870.0228165.9264165.926474.148884.2945418.324996.750596.75051444.721444.72168.8168.87223.67223.684484411903.211903.22641.62641.66119.948412.050538590.99250565.496311593.811593.84813.84813.87322.47322.411119.254242983.21695169513831.211593.844951.45205202707.632707.632519.892519.891093.57248.11248.1157.932991.322991.322782.722782.721221.15248.11248.1157.93496.2211001.5613928.363791.5919302.27959.83103858.4517121.51128678.66116234.1338590.992429093.7763.79219.3027.96103.85817.122128.67916.23438.591428.576汇总2225430.7165595.6312691.8615410.3250565.496344951.452013928.36429093.7763项目编码项目名称项目特征编号规格(mm)单根长度(m)根数抽料总长(m)每米重量(kg/m)总重量(kg)项目来源一级钢二级钢三级钢81012121416161820一、李君区间明挖段围护结构040701002033非预应力钢筋1.部位:
@#@桩钢筋笼2.材质、规格:
@#@综合合合计计单单位位:
@#@t:
@#@t一级钢12二级钢14二级钢20二级钢25二级钢25A1钢筋笼三级钢2512.7920255.83.8511817.96一级钢122.1179166.690.8881776.25二级钢202.05612.32.47364.57二级钢140.49167.841.21113.84A1合计12根桩14072.62A2钢筋笼三级钢209.6120192.22.4716140.96一级钢122.1157120.270.8883631.19二级钢202.05510.252.47860.8二级钢140.49167.841.21322.54A2合计34根桩20955.49A3钢筋笼三级钢2018.8120376.22.4710221.35一级钢122.11119251.090.8882452.65二级钢202.05918.452.47501.29二级钢140.492411.761.21156.53A3合计11根桩13331.82A4钢筋笼三级钢206.0120120.22.4712172.65一级钢122.113369.630.8882535.09二级钢202.0536.152.47622.81二级钢140.49125.881.21291.71A4合计41根桩15622.26A5钢筋笼三级钢2019.6120392.22.4737780.63一级钢122.11124261.640.8889061.12二级钢202.051020.52.471974.77二级钢140.492411.761.21554.95A5合计39根桩49371.47A6钢筋笼三级钢2519.6120392.23.8593618.14一级钢122.11124261.640.8914437.3二级钢202.051020.52.473139.37二级钢140.492411.761.21882.24A6合计62根桩112077.05040701002034非预应力钢筋1.部位:
@#@冠梁(压顶梁)、挡土墙、锁脚梁2.材质、规格:
@#@综合合合计计9955.775577单单位位:
@#@ttGL1GL1GL1GL1合合计计6655559955.6633QDM3-04-18-00-SS-JG-03-025BA1截面三级钢2516.118289.803.851115.73三级钢2016.110161.002.47397.67二级钢1216.821101850.200.8881642.98小计3156.38A2截面三级钢2562.8181130.403.854352.04三级钢2062.810628.002.471551.16二级钢1216.824217081.220.8886288.12小计12191.32A4截面三级钢2577.65181397.703.855381.15三级钢2077.6510776.502.471917.96二级钢1216.825208746.400.8887766.8小计15065.91A5a截面三级钢2541.4518746.103.852872.49三级钢2041.4510414.502.471023.82二级钢1216.822804709.600.8884182.12小计8078.43A5b截面三级钢2512.618226.803.85873.18三级钢2012.610126.002.47311.22二级钢1216.82851429.700.8881269.57小计2453.97A6a截面三级钢2544.9218808.563.853112.96三级钢2544.9210449.203.851729.42三级钢20133013913.002.4669649.46小计14491.84A6b截面三级钢2531.4818566.643.852181.56三级钢2531.4810314.803.851211.98三级钢20132112743.002.4666764.24小计10157.78GL2GL2未未施施工工GL2GL2合合计计00QDM3-04-18-00-SS-JG-03-027BA1截面二级钢2016.117273.702.47一级钢86.3383525.390.395小计A2截面二级钢2062.8171067.602.47一级钢86.333162000.280.395小计A4截面二级钢2077.65171320.052.47一级钢86.333912475.030.395小计GL3GL3施施工工了了13m13mGL3GL3合合计计00QDM3-04-18-00-SS-JG-03-034BA3截面三级钢25139117.003.85三级钢25139117.003.85三级钢201314182.002.47二级钢1223.34872030.580.89直径应为12小计A5c截面三级钢25139117.003.85三级钢25139117.003.85三级钢201314182.002.47二级钢1223.34872030.580.89直径应为12小计0II型型挡挡墙墙合合计计QDM3-04-18-00-SS-JG-03-025BA2截面三级钢201.85315582.752.471439.39三级钢161.85315582.751.58920.75二级钢1462.8106281.21759.88一级钢80.27945255.150.395100.78小计3220.8A3截面三级钢203.3366219.782.47三级钢163.3366219.781.58二级钢1413101301.21一级钢80.27396106.920.395小计A4截面三级钢202.53390986.72.472437.15三级钢162.53390986.71.581558.99二级钢1477.6510776.51.21939.57一级钢80.271950526.50.395207.97小计5143.68A5a截面三级钢202.4209501.62.471238.95三级钢162.4209501.61.58792.53二级钢1441.4510414.51.21501.55一级钢80.27836225.720.39589.16小计2622.19A5b截面三级钢202.9764190.082.47469.5三级钢162.9764190.081.58300.33二级钢1412.6101261.21152.46一级钢80.27384103.680.39540.95小计963.24A5c截面三级钢202.966191.42.47三级钢162.966191.41.58二级钢1412.6101261.21一级钢80.27396106.920.395小计A6a截面三级钢202.166138.62.47342.34三级钢162.166138.61.58218.99二级钢1412.6101261.21152.46一级钢80.2726471.280.39528.16小计741.95LL型型挡挡墙墙合合计计QDM3-04-18-00-SS-JG-03-025BB截面三级钢285.03191960.734.834640.33二级钢184.732191903.81221807.62二级钢187.841911497.4422994.88二级钢1628.4982783.21.584397.46二级钢100.4532471461.150.617901.53二级钢181.75191334.252668.51.7515410.32肋肋梁梁未未施施工工肋肋梁梁合合计计00QDM3-04-18-00-SS-JG-03-027BA1截面肋梁1二级钢2016.1696.62.47一级钢81.9482159.080.395肋梁2断面2道分布二级钢1416.1464.41.21一级钢80.968278.720.3";i:
4;s:
11230:
"拉拉森森钢钢板板桩桩截截面面性性能能及及技技术术参参数数汇汇总总表表品牌型号截面尺寸单根参数每米墙面参数宽高厚度截面积理论重量惯性矩截面模数截面积理论重量惯性矩截面模数BHtAreaAWIxZxAreaAWIxZxmmmmmmcm2kg/mcm4cm3cm2/mkg/m2cm4/mcm3/m住住友友金金属属/SKSP/SKSPSKSP-IA40085845.2135.55988811388.84500529SKSP-II40010010.561.184812401521531208740874SKSP-IIA4001209.255.0143.21460160137.510810600880SKSP-III4001251376.42602220223191150168001340SKSP-IIIA40015013.174.458.42790250186146228001520SKSP-IV40017015.596.9976.14670362242.5190386002270SKSP-IVA40018516.194.21745300400235.1185416002250SKSP-VL50020024.3133.81057960520267.6210630003150SKSP-VIL50022527.615312011400680306240860003820SKSP-SX1060013010.378.761.82110203131.2103130001000SKSP-SX1860018013.4103.981.65220376173.2136324001800SKSP-SX2760021018135.31068630539225.5177576002700SKSP-C400151.5/1231376.460SM-J60020013111.287.37250705185.3145120901175SKSP-10H90023010.811086.49430812122.29610500902新新日日铁铁FSP,NSFSP,NSP,YSP/P,YSP/JFEJFE技技术术参参数数相相同同型号截面尺寸单根参数每米墙面参数宽高厚度截面积理论重量惯性矩截面模数截面积理论重量惯性矩截面模数BHtAreaAWIxZxAreaAWIxZxmmmmmmcm2kg/mcm4cm3cm2/mkg/m2cm4/mcm3/mNSP-10H90023010.811086.49430812122.29610500902NSP-25H90030013.2144.4113220001450160.4126244001610FSP-II40010010.561.184812401521531208740874FSP-III4001251376.42602220223191150168001340FSP-IV40017015.596.9976.14670362242.5190386002270FSP-VL50020024.3133.81057960520267.6210630003150FSP-VIL50022527.615312011400680306240860003820NSP-IIw60013010.378.761.82110203131.2103130001000NSP-IIIw60018013.4103.981.65220376173.2136324001800NSP-IVw60021018135.31068630539225.5177576002700YSP-FL50044.59.578.5761.718445.7157.112339689YSP-FXL5004712.798.3677.224560.3196.7154570121型号尺寸单根参数每米墙面参数有限幅宽全高厚度截面积理论重量惯性矩截面模数截面积理论重量A板桩B板桩WHt1t2AreaAWIxZxAreaAWmmmmmmmmcm2kg/mcm4cm3cm2/mkg/m2FSP-VLFSP-VL50044524.324.3267.6210790003550535.2420FSP-VILFSP-VL50047127.624.3286.8225929003870573.6450FSP-VILFSP-VIL50049727.627.63062401090004370612480NSP-IIIwNSP-IIIw60040413.413.4207.8163506002500346.3272NSP-IVwNSP-IIIw6004351813.4239.2188664002860398.7313NSP-IVwNSP-Ivw6004661818270.6212865003710451353韩韩国国现现代代/KS/KS型号截面尺寸单根参数每米墙面参数宽高厚度截面积理论重量惯性矩截面模数截面积理论重量惯性矩截面模数BHtAreaAWIxZxAreaAWIxZx新新日日铁铁FSP,NSFSP,NSP,YSP/P,YSP/JFEJFE技技术术参参数数相相同同mmmmmmcm2kg/mcm4cm3cm2/mkg/m2cm4/mcm3/mSP-II40010010.561.184812401521531208740874SP-III4001251376.42602220223191150168001340SP-IIIA40015013.174.458.42790250186146228001520SP-IV40017015.596.9976.14670362242.5190386002270SP-VA50020024.3133.81057960520267.6210630003150SP-VM50017516.5109.6865345383219.2172402902310SP-IIW60013010.378.761.82110203131.2103130001000江江苏苏顺顺力力/SLU,S/SLU,SLZLZ型号有效幅宽全高厚度截面积理论重量WeightMomentofModulusof江江苏苏国国强强/GQNS/GQNS类型TYPEwhtAreaperpileperwallInertiaScetionmmmmmmcm2/mkg/mkg/m2cm4/mcm3/mSLU5-16001509.5119.756.4943825510GQNS-1SLU5-260015010126.159.4994050540GQNS-1SLU6-160028069042.2708940640GQNS-2SLU7-1600300693.444739585690GQNS-2SLU7-260034069846.27711525745GQNS-1HSLU7-3600360699.646.978.211360740GQNS-1HSLZ13-16703039.513772107197001300GQNS-2HGQNS-2HSLZ13-2770344912676.199223601300SLZ13-357526010.8150.367.9118162501250SLZ14-167030410.514978.3117213001400SLZ14-27703459.513279.5103233001355SLZ14-37703451013782.9108242401405SLZ17-35753708.5142.864.5112288901655SLZ17-45753709148.266.9116301101725SLZ17-55753509.514967.3117297601705SLZ14-47004207112.86288.6309101480SLZ14-56503208127.465100220491380韩韩国国现现代代/KS/KS南南京京万万汇汇U型钢板桩卢卢森森堡堡/PU;@#@AZ;@#@A/PU;@#@AZ;@#@AUU规格宽度型号宽度高度厚度断面积每桩单重每米墙身惯性矩截面模数TypeWidthHeightThicknessSectionalareaWeightperpileWeightperwallMomentofInertiaModulusofsectionb/mmmmmmmmCm2/mKg/mKg/m2Cm4/mCm3/mAU14750WRU7750320571.3425610725670AU16750WRU8750320686.75168.113169823AU17750WRU97503207101.459.779.615251953AU18750WRU10-4504503608148.652.5116.7182681015AU20750WRU11-4504503609165.958.6130.2203751132AU21750WRU12-45045036010182.964.7143.8224441247AU23750WRU11-5755753608133.860.4105.1196851094AU25750WRU12-5755753609149.567.5117.4219731221AU26750WRU13-5755753601016574.5129.5242241346PU6600WRU11-6006003608131.461.9103.2198971105PU8600WRU12-6006003609147.369.5115.8222131234PU12600WRU13-60060036010162.476.5127.5244911361PU1210/10600WRU18-60060035012220.3103.8172.9327971874PU18-1.0600WRU20-60060035013238.5112.3187.2352242013PU18600WRU166504808138.571.3109.6398641661PU22-1.0600WRU186504809156.179.5122.3445211855PU22600WRU206505408153.778.1120.2560022074PU28-1.0600WRU236505409169.487.3133610842318PU28600WRU2665054010187.496.2146.9690932559PU32600WRU30-70070055811217.1119.3170.5831392980L3S500WRU32-70070056012236.2129.8185.4908803246PU6R600WRU35-70070056213255.1140.2200.3986523511PU7R600WRU36-70070055814284.3156.2223.21021453661PU8R600WRU39-70070056015303.8166.9238.51096553916PU9R600WRU41-70070056216323.1177.6253.71171944170PU10R600WRU3275059811215.9127.1169.5973623265PU11R600WRU3575060012234.9138.3184.41064163547PU13R675WRU3875060213253.7149.4199.21155053837PU14R675WRU4075059814282.2166.1221.51199184011PU15R675WRU4375060015301.5177.5236.71287244291AZ12670WRU4575060216320.8188.9251.81375614570ZA13670Z型钢板桩AZ14670WRZ16-6356353797123.461.596.9305021610AZ17630WRZ18-6356353808140.670.1110.3347171827AZ18630WRZ28-63563541911209104.2164.1287852805AZ19630WRZ30-63563542012227.3113.3178.4638893042AZ25630WRZ32-63563542113245.4122.3192.7689543276AZ26630WRZ12-6506503197113.257.888.9196031229AZ28630WRZ14-6506503208128.965.8101.2223121395AZ46580WRZ34-67567549012224.4118.9176.1846573455AZ48580WRZ37-67567549113242.3128.4190.2913273720AZ50580WRZ38-675675491.513.5251.3133.1197.2946993853AZ12-770770WRZ18-685685401914477.4113373351862AZ13-770770南南京京万万汇汇卢卢森森堡堡/PU;@#@AZ;@#@A/PU;@#@AZ;@#@AUUWRZ20-68568540210159.485.7125.2413042055AZ14-770770L型钢板桩AZ14-770-10/10770型号宽度高度厚度每桩单重每米墙身断面积截面模数AZ17-700700mmmmmmKg/mKg/m2Cm4/mCm3/mAZ18-700700WRL1.5700100321.430.6724145AZ19-700700WRL2700150322.932.71674223AZ20-700700WRl37001504.535502469329AZ37-700700WRL4700180540.457.73979442AZ39-700700WRL57001806.552.775.35094566AZ41-700700WRL6700180757.181.65458606AZ13-10/10670S型钢板桩AZ18-10/10630型号宽度高度厚度每桩单重每米墙身断面积截面模数mmmmmmKg/mKg/m2Cm4/mCm3/mWRS46002603.531.241.75528425WRS5600260436.648.86703516WRS6700260545.357.77899608WRS87003205.55370.712987812WRS97003206.562.683.415225952直线型钢板桩型号宽高厚截面积重量G每米墙身惯性矩截面模数mmmmmmcm2/mkg/mkg/m2cm4/mcm3/mWRX600-106006010144.868.2113.6396132WRX600-116006111158.574.7124.4435143WRX600-126006212172.181.1135.1474153槽桩型号宽度厚度高每桩每米截面惯性矩回转度单重墙身模数半径mmmmmmKg/mKg/m2Cm3/mcm4/mcmWRGI-175069542.456.62029753.7WRGI-275079649.666.123411393.7WRGI-375089756.875.726613043.7WRGII-165068040.562.41907583.1WRGII-265088253.98324710133.1山山西西鼎鼎荣荣/LWU,L/LWU,LWZWZ型号规格截面面积重量惯性矩SectionDimensionSectionalAreaUnitWeightMomentofInertiaW1W2H1H2T每桩每米墙每桩每米墙每桩每米墙mmmmmmmmmmcm2cm2/mKg/mKg/m2cm4cm4/mLWU400100104004501001301072.2180.556.68141.717007490LWU400150104004501501801079.9199.862.72156.8366017570LWU400180104004501802101084.5211.366.33165.8520025850LWU500150105005501501801089.9179.870.57141.1423018260LWU500200105005502002301097.519576.54153.1745033480LWU50021010500550210240109919877.72155.4820037120LWU600130106006501301601096.8161.375.99126.6354013870LWU6001801060065018021010104.5174.282.03136.7673027450LWU6002101060065021024010109181.785.57142.6917037930LWU6002701060065027030010118.3197.292.87154.81526064380LWU6501301065070013016010101.8156.6279.91122.9369014000LWU6501801065070018021010109.5168.585.96132.3703027690LWU6502101065070021024010114175.389.49137.7959038250LWU6502771065070027730510124190.897.34149.751662568240LWU6503001065070030033010128196.9100.48154.61988080930LWU6503901065070039042010141.7218111.23171.134170140930LWU400100124004501001301285.4213.567.07167.719708830LWU400150124004501501801294.6236.574.23185.6426020870LWU4001801240045018021012100.2250.578.66196.7608030790LWU5001501250055015018012106.6213.283.65167.3492021680LWU5002001250055020023012115.8231.690.9181.8871039890LWU5002101250055021024012117.6235.292.32184.6960044240LWU6001301260065013016012114.8191.390.15150.3410016420LWU6001801260065018021012124.1206.897.4162.3785032640LWU6002101260065021024012129.6216101.74169.61072045190LWU6002701260065027030012140.6234.3110.41841791076870LWU6501301265070013016012121186.294.95146.1427016580LWU6501801265070018021012130.1200.2102.11157.1819032920LWU6502101265070021024012135.6208.6106.45163.81120045560LWU6502701265070027030012146.6225.5115.11177.11878077400LWU6503001265070030033012152.2234.2119.45183.82335096690LWU6503901265070039042012168.7259.5132.45203.840280168620LWU4001501440045015018014111.227887.26218.2482023170LWU4001801440045018021014117.629492.32230.8691034250LWU5001501450055015018014125.3250.698.36196.7562024270LWU5001801450055018021014131.7263.4103.42206.8814031490LWU5002101450055021024014138.2276.4108.47216.91106049720LWU6001301460065013016014135225105.94176.6470018440LWU6001801460065018021014145.7242.8114.41190.7906036810LWU6002101460065021024014152.2253.7119.9199.81242051050LWU6002701460065027030014165.2275.3129.68216.12082087030LWU6501301465070013016014142.1218.6111.55171.62490018650LWU6501801465070018021014152.7234.9119.9184.5948037200LWU6502101465070021024014159.2244.9124.96192.31301051560LWU6502701465070027030014172.2264.9135.18207.92187087790LWU6503001465070030033014178.5274.6140.12215.627230109770型号规格截面面积重量惯性矩截面模数SectionDimensionSectionalAreaUnitWeightMomentofInertiaModulusofInertiaW1W2HT每桩每米墙每桩每米墙每桩每米墙每桩mmmmmmmmcm2cm2/mKg/mKg/m2cm4cm4/mcm3LWZ8A350400150851.6147.440.51115.7415004280200山山西西鼎鼎荣荣/LWU,L/LWU,LWZWZLWZ8B7508006008107.6143.584.47112.6360800811002030LWZ10A3504001501064182.850.24143.5418005100240LWZ10B75080060010134178.6105.19140.2574900999002500LWZ12A3504001501276.2217.759.82170.9120705900270LWZ12B75080060012160.2213.6125.76167.68886001181002950LWZ14A3504001501488.225269.24197.8323106600310LWZ14B75080060014186.2248.3146.17194.891026001368003420LWZ25550600310987.7159.567.3122.41280023200830LWZ275506003109.590.3164.270.9128.91350024500870LWZ114RD610660340882.8135.765106.61540025200900LWZ1286106603409.597.9160.576.8125.917900293001050LWZ14161066034010.5107.7176.684.6138.719700323001150LWZ14861066034011112.6184.688.4144.920500336001200LWZ1367073042713148.2221.2116.3173.542485634101990备注江江苏苏顺顺力力/SLU,S/SLU,SLZLZ型号有效幅宽全高厚度截面积理论重量WeightMomento";i:
5;s:
7752:
"本表按03版建筑给水排水设计规范编制注:
@#@当管径为DN1520时流速限于1.0m/S,当管径为DN2540时流速限于1.2m/S当管径为DN5070时流速限于1.5m/S,当管径为DN80及其以上时流速限于1.8m/S,否则数字呈红色海澄-威廉公式塑料管C=140管径流量氯化聚氯乙烯流量铝塑复合管流量PVC-U管流量聚丙烯管PP-RS6.31.6MPaS52.0MPa1.0MPa1.6MPa1.0MPa计算管径流速阻力损失计算管径流速阻力损失计算管径流速阻力损失计算管径流速阻力损失计算管径流速阻力损失计算管径流速阻力损失mmL/Smmm/smm/mmmm/smm/mL/Smmm/smm/mL/Smmm/smm/mmmm/smm/mL/Smmm/smm/m150.10.11812.21.01125.850.10.1200.210161.0497.71161.0497.710.13015.70.6744.080.130160.6540.200.130250.300210.8750.3020.40.9257.930.30019.80.9767.000.300210.8750.300.300320.50027.20.8636.7526.20.9344.100.61025.31.2175.570.50027.20.8636.750.50027.20.8636.75401.010341.1145.5732.61.2155.930.70031.20.9235.130.700360.6917.50340.7723.110.700340.7723.11501.55042.61.0933.5940.81.1941.451.80040.11.4359.481.80045.21.1233.20421.3047.481.80042.61.2644.31653.40053.61.5147.0051.41.6457.653.00050.01.5352.303.000571.3327.6353.61.3337.283.00053.61.3337.28753.00063.80.9415.9661.41.01#REF!
@#@3.00058.71.1123.943.00067.80.8311.87640.9315.723.00063.60.9416.20906.00076.61.3023.6473.61.4128.726.00081.41.1517.5976.61.3023.646.00076.60.6523.641107.00093.81.0111.73901.1014.347.000100.40.888.4295.60.9810.697.00093.80.8711.7312515.000106.61.6825.80102.21.8331.6815.000114.21.4618.451101.5822.1415.00014018.000119.41.6120.82114.61.7525.4218.000127.81.4014.95123.41.5117.7318.00016027.000136.41.8523.06130.82.0128.2920.0001461.199.501401.3011.6520.00018020.000164.40.945.33158.61.016.3520.00020020.000182.60.763.20176.20.823.8022520.000205.40.601.80198.20.652.1425030.000228.20.732.29220.40.792.7128080.000255.61.568.09246.81.679.6031580.000287.61.234.56277.61.325.4135580.000325.40.962.50400224.000369.42.099.06450230.000415.81.695.35500260.000461.81.554.03560416.670517.21.985.55630555.560581.82.095.33管径流量高密度聚乙烯(HDPE)管径流量交联聚乙烯(PEX)0.25MPa0.4MPa0.6MPa1.0MPa计算管径流速阻力损失计算管径流速阻力损失计算管径流速阻力损失计算管径流速阻力损失计算管径流速阻力损失mmL/Smmm/smm/mmmm/smm/mmmm/smm/mmmm/smm/mmmL/Smmm/smm/m150.1120.88100.4015200.210161.0497.71200.21016.01.0497.71250.300210.8750.3020.40.9257.93250.30020.40.9257.93320.500280.8131.9126.20.9344.10320.50026.00.9445.78401.010360.9934.5035.21.0438.4932.61.2155.93401.01032.61.2155.93501.550460.9323.11441.0228.7040.81.1941.45501.55040.81.1941.45653.400591.2429.4558.21.2831.4855.41.4140.0251.41.6457.65653.40051.41.6457.65753.000710.769.4869.20.8010.74660.8813.5361.41.0119.24906.00085.61.0413.76831.1115.9979.21.2220.1073.61.4128.721107.000104.60.816.90101.60.867.9596.80.9510.06901.1014.3412515.000118.81.3515.22115.41.4317.53110.21.5721.95102.21.8331.6814018.0001331.3012.31129.21.3714.18123.41.5117.73114.61.7525.4216027.0001521.4913.61147.81.5715.601411.7319.62130.82.0128.291806.000171.20.260.47166.20.280.54158.60.300.68147.20.350.982007.000190.20.250.37184.60.260.43176.20.290.54163.80.330.7822515.0002140.420.87207.80.441.00198.20.491.261840.561.8125018.000237.60.410.73230.80.430.84220.40.471.05204.60.551.5131527.000299.60.380.50290.80.410.58277.60.450.72257.80.521.04海澄-威廉公式铜管薄壁不锈钢管C=130铜管铜管(热水)0.0000047薄壁不锈钢管薄壁不锈钢管(热水)0.00000047管径流量计算管径流速阻力损失管径流量计算管径流速阻力损失管径流量计算管径流速阻力损失管径流量计算管径流速阻力损失DNDNmmL/Smmm/smm/mmmL/Smmm/smm/mmmL/Smmm/smm/mmmL/Smmm/smm/m150.15013.61.03132.64150.14613.61.01168.39100.08010.400.94152.95100.08010.400.94204.14200.20020.20.6232.90200.32020.21.00104.860.0909.801.19254.070.0909.801.19339.11250.50026.20.9350.59250.62026.21.15100.57150.15014.280.94104.58150.15014.280.94139.59321.00032.61.2062.99321.01032.61.2185.630.15012.801.17178.200.15012.801.17237.84401.50039.61.2251.75401.00039.60.8132.60200.30020.220.9369.38200.30020.220.9392.60504.00051.61.9187.67503.50051.61.6791.380.30018.901.0796.390.30018.901.07128.66654.00064.01.2430.71654.00064.01.2440.99250.67026.581.2181.09250.67026.581.21108.244.00064.31.2330.024.00064.31.2340.070.50023.801.1280.770.50023.801.12107.81807.00073.11.6745.31807.55073.11.8069.57321.00031.601.2873.31321.00031.601.2897.844.00082.00.769.199.55082.01.8161.431.00033.001.1759.351.00033.001.1779.2210015.0001051.7331.861009.0001051.0416.51401.00040.300.7822.43401.00040.300.7829.9312514.0001281.0910.6812514.0001281.0914.261.00038.000.8829.861.00038.000.8839.8525.0001301.8828.9925.0001301.8838.69502.00046.201.1941.61502.00046.201.1955.5415014.0001530.764.4815014.0001530.765.982.00059.000.7312.652.00059.000.7316.8820030.0002090.874.0220030.0002090.875.37656.00073.101.4334.06656.00073.101.4345.4630.0002110.863.8430.0002110.865.136.00064.601.8362.196.00064.601.8383.00806.00084.901.0616.43806.00084.901.0621.93此表暂缓6.00073.101.4334.066.00073.101.4345.4610010.000104.001.1815.7510010.000104.001.1821.0213.80099.001.7936.3613.80099.001.7948.5312524.000129.001.8427.9112524.000129.001.8437.2515028.000153.001.5216.1815028.000153.001.5221.5928.000156.001.4614.7228.000156.001.4619.64此表暂缓海澄-威廉公式钢管铸铁给水管C=100水煤气钢管中等管径与大管径铸铁给水管水力计算表管径流量计算管径流速阻力损失管径流量计算管径流速阻力损失管径流量流速阻力损失mmL/Smmm/smm/mmmL/Smmm/smm/mmmL/Sm/smm/m150.20014.751.17247.3712520.001251.6337.741005.000.659.02200.30020.250.93111.9715035.001472.0648.3012520.001.6639.24250.600261.13119.6520030.001980.978.5115025.001.4324.25321.25034.751.32113.4025080.002521.6016.1720030.000.968.30401.400401.1170.5030070.003050.964.9825080.001.6417.14502.600521.2261.81350150.003571.509.5030080.001.147.03704.200671.1943.72400200.004061.548.65350140.001.469.33805.95779.51.2036.30450308.004581.8710.70400200.001.609.4110010.3911051.2026.24500220.005091.083.43450230.001.456.8612524.0001301.8143.70600500.006101.716.50500400.002.0511.4315022.6431551.2016.66700600.007001.564.66600500.001.777.10800800.008001.594.14700600.001.564.699001000.009001.573.53800800.001.604.1710001100.0010001.402.529001000.001.583.5512001500.0012001.331.8410001100.001.402.53流量钢塑复合管(涂塑)钢塑复合管(衬塑)聚丙烯PP-RR热水管0.000000471.25MPa2.0MPa2.5MPa流量2.0MPa2.5MPa计算管径流速阻力损失计算管径流速阻力损失计算管径流速阻力损失计算管径流速阻力损失计算管径流速阻力损失计算管径流速阻力损失计算管径流速阻力损失mmm/smm/mmmm/smm/mmmm/smm/mL/Smmm/smm/mmmm/smm/mL/Smmm/smm/mmmm/smm/m0.114.80.5836.1512.80.7873.320.115.40.7048.4214.40.8067.1513.20.95102.590.1320.30.4012.6118.30.4920.900.13014.40.8089.6313.20.95136.9320.40.4012.31181.18106.5716.61.39158.090.3260.5717.78240.6626.250.300181.18142.2416.61.39211.00260.5717.7823.21.1879.7421.21.42123.700.534.80.5311.0732.80.5914.770.50023.21.18106.4321.21.42165.1032.60.8428.37291.0650.1526.61.2676.390.7400.5610.47380.6213.450.700291.0666.9426.61.26101.9540.81.3854.6836.21.7597.9133.22.08149.212.7521.2735.55501.3843.031.80036.21.75130.6833.22.08199.1551.41.4545.7245.61.8481.91422.17122.273670.8512.57650.9014.573.00045.61.84109.33422.17163.1961.21.0219.5449.91.5352.82501.5352.30379.50.605.4776.50.656.593.00049.91.5370.49501.5369.8173.61.4128.7276.61.3023.64602.1277.6966.00076.61.3031.56602.12103.69901.1014.3493.81.0111.7373.51.6538.4671050.816.771020.867.807.00093.81.0115.6573.51.6551.34251311.8524.351281.9427.2618此表暂缓201551.067.101511.128.06聚丙烯管PP-R";}
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