建筑工程预算书范文

'建筑工程预算书工程名称：某厂房土建工程预算造价编制工程造价：567.1164万元建筑面积：3616.443平方米单方造价：1568.16元/平米编制：复核：证书号：证书号：建设单位（公章）编制单位（公章）116 目录目录1.中英文摘要22.预算编制说明43.工程费用计算程序表64.建筑工程预算书75.工料汇总表146.主要工日价格表187.主要材料价格表198.主要机械台班价格表239.门窗计算表2410.工程量计算表2611.钢筋计算表5812.[参考文献]10513.致谢107116 摘要1.中英文摘要某厂房土建工程预算造价编制****（浙江海洋学院，东海科学技术学院，浙江，舟山，316000）摘要工程造价是指进行某项工程建设花费的全部费用，即该工程项目有计划地进行固定资产再生产、形成相应无形资产和铺底流动资金的一次性费用总和。显然，这一含义是从投资者——业主的角度来定义的。投资者选定一个项目后，就要通过项目评估进行决策，然后进行设计招标、工程招标，直到竣工验收等一系列投资管理活动。在投资活动中所支付的全部费用形成了固定资产和无形资产。所有这些开支就构成了工程造价。从这个意义上说，工程造价就是工程投资费用，建设项目工程造价就是建设项目固定资产投资。工程造价的控制职能表现在两方面：一方面是它对投资的控制，即在投资的各个阶段，根据对造价的多次性预算和评估，对造价进行全过程多层次的控制；另一方面，是对以承包商为代表的商品和劳务供应企业的成本控制。本文对某厂房进行编制预算，包括对工程费用计算、建筑工程预算、工料汇总、主要工日、主要材料、主要机械台班及工程量的计算进整理编制。[关键词]建设、工程造价、供电所、混凝土116 摘要PreparationofaworkshopconstructioncostbudgetMaJieHui(ZhejiangOceanUniversity,EastChinaInstituteofscienceandtechnology,Zhejiang,Zhoushan,316000)[Abstract]Projectcostreferstoallthecostsofaproject,theprojectisplannedtocarryoutreproductionoffixedassets,intangibleassetsandtheformationofthecorrespondingworkingcapitalone-timeexpenses.Obviously,thisisthemeaningofinvestors--fromtheperspectiveofthedefinitionoftheowners.Investorstochooseaproject,goingthroughtheprojectevaluationanddecision-making,design,biddingprojectbidding,untilthecompletionofacceptanceofaseriesofinvestmentmanagementactivities.Allexpensespaidintheinvestmentactivitiesintheformoffixedassetsandintangibleassets.Allthesecostsconstitutetheengineeringcost.Inthissense,theprojectcostisengineeringinvestmentcost,fixedassetsinvestmentconstructionprojectcostisaconstructionproject.Performancefunctionofcontrolengineeringcostintwoaspects:oneisthecontrolofinvestment,namely,invariousstagesofinvestment,accordingtothetimesofcostbudgetandevaluation,tocontrolthewholeprocessofcostlevel;ontheotherhand,istotheContractorastherepresentativeofthecommodityandlaborsupplyenterprisecostcontrol.Basedonthesixtransversepowersupplyforbudgeting,includingthecalculationofengineeringcost,constructionengineeringbudget,materialcollection,calculationofthemainwork,themainmaterial,themainmechanicalstageclassandquantityinpreparation.[Keywords]construt,constructioncost,administrationofpowersupply,concrete1.116 正文1.预算编制说明某厂房土建工程预算造价编制说明一、工程概况1．该工程建筑面积为3616.443平方米，地上4层，室外地面至屋面高度为14.7米；2．本工程为多层民用建筑，钢筋混凝土框架结构，抗震设防烈度为7度，建筑耐火等级为二级，屋面防水等级为Ⅱ级,工程安全等级为二级,建筑物合理使用年限50年；3．本工程室内相对标高±0.000m，室外地坪-0.700m，绝对标高现场定m4．桩基为预制混凝土管桩φ500内，地基基础垫层为70厚碎石压实，150厚素混凝土。5．承台、基础梁为C30混凝土，框架柱、梁、板为C30混凝土，构造柱、过梁、圈梁为C20混凝土。6．室外地平以下填充墙为MU100水泥实心砖，地平上外墙、内墙为MU10粉煤灰烧结多孔砖，M5混合砂浆砌筑。7．钢筋锚固长度HRB335（B）为30d，HRB400（C）为49d。箍筋的弯钩形式都为135°。8．最小保护层厚度：承台50，楼板20，其他为35。9．框架柱两端各设两根拉结筋，净长600,36d锚固长度。10．钢筋长度超过8m，设一处搭接，长度为35d。11．构造柱尺寸为墙宽×240,4C12纵筋，A6@200箍筋。12．过梁净跨≤1000，面筋和底筋分别为2A10和2C12，1000＜净跨≤1500，面筋和底筋分别为2A10和2C14，1000＜净跨≤1500,面筋和底筋分别为2C12和2C14，箍筋都为A6@200。二、编制依据1．厂房施工图；2．厂房平面图；3．《浙江省建筑工程预算定额2010版》（上、下册）[S]中国计划出版社；4．《浙江省施工取费定额2010版》[S]中国计划出版社；5．《建筑工程计价新教材》何辉吴瑛[M]2版-杭州浙江人民出版社2009.8；6．《浙江造价基础理论》[S]浙江省造价管理总站；7．《建筑工程造价实训指导》科学出版社；8．《浙江省建筑工程计价规则》中国计划出版社2010年版；9．《建设工程劳动定额》中国计划出版社2009年版；10．《工程建筑定额原理与实务》中国建筑工业出版社2008年版；116 正文三、其他需要说明的问题1．本工程按非市区民用建筑三类工程取费；2．取费按中间值考虑；3．根据浙建站计关于《浙江省建设工程施工取费定额》（2010版）费率；4．本工程主要材料价格参照舟山市造价信息2012年6月份信息价，工费按舟山定额取值。一类人工40元/工日，二类人工43元/工日，三类人工50元/工日。5．企业管理费23%、利润8.5%、规费10.4%其中民工工伤保险费0.5%、税金3.513%，无风险费。6．本计算书中机械进出场运输、安装费用都未计入。7．土方开挖无湿土。8．油漆、涂料、裱糊工程、金属工程都未计入，以业主提供二次安装重新计算。9．基础工程中地基加固未计入。116 正文1.工程费用计算程序表工程预算费用计算表工程名称:某厂房序号项目名称计算公式金额(元)一分部分项工程费∑(工料单价×工程数量)　4705908　其中1.人工费+机械费∑(人工费+机械费)1548958二施工组织措施费　106131　其中2.安全文明施工措施费1×4.46%70125　3.检验试验费1×1.12%17610　4.冬雨季施工增加费1×0.2%3145　5.夜间施工增加费1×0.04%629　6.已完工程及设备保护费1×0.05%786　7.二次搬运费1×0.88%13836　8.行车、行人干扰增加费1×0%0　9.提前竣工增加费1×0%0　10.其他施工组织措施费按相关规定计算0三企业管理费1×23%361630四利润1×8.5%133646五规费11+12+13171382　11.排污费、社保费、公积金1×10.4%163520　12.民工工伤保险费1×0.5%7862　13.危险作业意外伤害保险费1×0%0六其他项目费　0七风险费　0八税金(一+二+三+四+五+六+七)×3.513%192467九建设工程造价一+二+三+四+五+六+七+八5671164116 正文1.建筑工程预算书建筑工程预算书工程名称:某厂房序号定额编号项目名称计量单位工程数量工料单价(元)合价(元)其中(元)人工费材料费机械费　　一、土石方工程　　　95859.069461301246.511-2换挖槽坑(深3m以内)三类土^挖桩承台土方综合定额100m314.78752932.5343364.79428010563.8521-2挖槽坑(深3m以内)三类土100m311.8532715.3132184.57317660418.5331-2挖槽坑(深3m以内)三类土100m37.47972715.3120309.70200460264.11　　二、桩基础与地基加固工程　　　597441.80983843997745908142-28静压预应力钢筋混凝土管桩Φ500mm以内100m241.41520.24366985.94528353776527638652-32静压送预应力钢筋混凝土管桩Φ500mm以内100m141.81616.27229187.09443892183.718261462-155凿预应力管桩桩头10个7.1178.701268.771160.128.480.23　　三、砌筑工程　　　431698.63500123795942092.873-13混凝土实心砖基础240×115×5310m36.0712502.7415194.132662.712396135.1483-9碎石干铺垫层10m33.68781092.444028.70729.453267.132.1693-59砌烧结多孔砖墙厚1砖10m339.32373984.79156696.6917586138374736.93103-59砌烧结多孔砖墙厚1砖10m328.35443984.79112986.331268099775531.36116 正文建筑工程预算书工程名称:某厂房序号定额编号项目名称计量单位工程数量工料单价(元)合价(元)其中(元)人工费材料费机械费113-59砌烧结多孔砖墙厚1砖10m332.84533984.79130881.6214688115578615.52123-60砌烧结多孔砖墙厚1/2砖10m32.6964182.2911275.451576.69659.439.47133-60砌烧结多孔砖墙厚1/2砖10m30.1524182.29635.7188.89544.592.23　　四、混凝土及钢筋混凝土工程　　　914702.3723717365531922210144-73现浇商品(泵送)砼基础垫层浇捣^C1010m32.45852799.606882.82323.49653623.31154-135现浇砼基础垫层模板m273.75523.321719.97848.18815.7356.05164-75现浇商品(泵送)砼基础浇捣^C3010m37.60713196.6724317.39883.182341419.85174-75换现浇商品(泵送)砼基础浇捣^C3010m33.44613196.6711016.04400.09106078.99184-162现浇砼基础梁复合木模m2423.62927.7011734.524435.46655.2643.92194-84现浇商品(泵送)砼圈梁、过梁、拱形梁浇捣^C2010m32.22463500.427787.03765.267007.214.59204-1700现浇砼直形圈过梁复合木模m2192.15722.214267.812513.41667.986.47214-79换现浇商品(泵送)砼矩形柱、异形柱、圆形柱浇捣^C3010m330.95454078.28126241.1212126113981134.34224-156现浇砼矩形柱复合木模~支模高度3.6mm21562.62926.641565.9318814209081843.9234-80现浇商品(泵送)砼构造柱浇捣^C2010m32.95893752.2811102.6220239060.219.41116 正文建筑工程预算书工程名称:某厂房序号定额编号项目名称计量单位工程数量工料单价(元)合价(元)其中(元)人工费材料费机械费244-156现浇砼矩形柱复合木模m2806.92826.621464.289715.4107971843.9254-81现浇商品(泵送)砼框架柱接头浇捣^C2010m31.073793.314058.84772.973278.97.02264-79换现浇商品(泵送)砼矩形柱、异形柱、圆形柱浇捣^C3010m348.60933549.66172546.4922850149485210.96274-165现浇砼矩形梁复合木模~支模高度3.6mm27569.53533.34252368.311377012535213247284-86换现浇商品(泵送)砼板浇捣^泵送商品混凝土C3010m325.20843778.78952575148.889854253.85294-174现浇砼板复合木模~支模高度3.6mm22157.83925.154161.7620413308142934.7304-84现浇商品(泵送)砼圈梁、过梁、拱形梁浇捣^C2010m31.64753500.425766.94566.745189.410.81314-165现浇砼矩形梁复合木模~支模高度3.6mm2186.49733.346217.812803.13088.4326.37324-94换现浇商品(泵送)砼楼梯(直形)浇捣^泵送商品混凝土C3010m28.3211916.197623.71626.166984.712.81334-189现浇砼楼梯直行m2166.42288.1314666.776798.37309.3559.18344-26现浇现拌砼栏板、翻檐浇捣^C20(16)10m31.94153335.576476.011998.64267.3210.07116 正文建筑工程预算书工程名称:某厂房序号定额编号项目名称计量单位工程数量工料单价(元)合价(元)其中(元)人工费材料费机械费354-194现浇砼栏板、翻檐直形m281.54321.761774.38964.65748.5661.16364-24现浇现拌砼雨蓬浇捣10m30.30452770.05843.48185.2763424.2374-193现浇砼全悬挑阳台、雨篷m212.78952.21667.71368.45271.5127.75384-97现浇商品(泵送)砼空调板浇捣^C2010m32.7613502.599670.65908.238742.320.1394-193现浇砼全悬挑空调板m2115.9652.216054.273340.82461.8251.63404-99现浇商品(泵送)砼翻边、挑檐浇捣^C2010m30.03753765.84141.2214.84125.490.9414-104现浇商品(泵送)砼水塔塔身筒式浇捣^C2010m30.99613489.013475.4217.593142.1115.75424-218现浇砼水塔水箱水箱壁内壁模板m292.6452.164832.12577.22121.5133.4　　五、门窗工程　　　162655.9513189148490976.194313-1有亮镶板门100m21.98031173923246.826225.116811210.494413-34成品木质防火门安装扇17755128355101232504513-97铝合金推拉窗制作安装100m22.806245105.2126574.136454.3119354765.7　　六、钢筋制作、安装　　　875332.614839981184015093464-416现浇构件圆钢t16.968624475.4475942.04753067547864.55474-417现浇构件螺纹钢t106.6154219.45449856.66235184181508188484-417换现浇构件螺纹钢t78.655654443.85349533.91173513261436040.8建筑工程预算书116 正文工程名称:某厂房序号定额编号项目名称计量单位工程数量工料单价(元)合价(元)其中(元)人工费材料费机械费　　七、屋面及防水工程　　　77926.341364063634652.57497-1屋面细石砼防水层~厚4cm100m27.471721922.3914363.563951.89922.2489.62507-58热熔法防水卷材改性沥青立面100m215.02243523.4352930.376104.4468260517-47平铺油毡一层100m27.47172292.312184.06375.91808.20527-5屋面水泥砂浆保护层100m27.471721071.238003.932987.94867.2148.76537-35水泥砂浆泛水100m0.8977495.07444.42220.03210.2114.19　　八、保温隔热、耐酸防腐工程　　　607606.278487352271913.6548-18附墙铺贴聚苯乙烯泡沫板10m340.9514244.5583313.09824085009050558-35屋面挤塑泡沫保温板100m27.471723251.3524293.182465.72181413.6　　九、附属工程　　　3167.231066.22024.876.23569-58砼墙脚护坡^C10(40)100m20.19653961.15778.37239.97509.1829.22579-66混凝土台阶^C15(40)10m21.130811301277.8486.24755.9635.6589-63水泥砂浆面层台阶翼墙10座1.0831025.911111.06339.95759.6911.41　　十、楼地面工程　　　270915.08641982021764541.45910-1水泥砂浆找平层~厚20mm100m21.38168780.651078.61449.05605.2924.286010-1换水泥砂浆找平层~厚20mm100m223.71974780.6518516.827708.910391416.766110-7细石混凝土楼地面~厚30mm100m225.101421206.6430288.3813304159181066.36210-24缸砖楼地面(勾缝)100m21.381683544.974898.011761.63079.257.176310-30地砖楼地面100m223.719746985.96165705.1532603132178924.6116 正文建筑工程预算书工程名称:某厂房序号定额编号项目名称计量单位工程数量工料单价(元)合价(元)其中(元)人工费材料费机械费410-64踢脚线大理石100m20.785114574.511442.441483.89947.111.496510-69换踢脚板装饰夹板面层(直形)100m21.052282889.263040.3110252014.21.186610-87楼梯踏步嵌条铜板防滑条平面100m0.832114827.994017.42309.133708.306710-97硬木扶手直形型钢栏杆10m12.561550.2719471.393874.8135812015.36810-118大理石台阶面100m20.8321114969.812456.551679.21075324.37　　十一、墙柱面工程　　　511589.232655862370338970.86911-2换墙面水泥砂浆抹灰100m216.384881201.6619689.05116827637.2369.487011-2墙面水泥砂浆抹灰100m25.397271201.666485.683848.32515.7121.717111-4换墙面斩假石100m216.384884241.869501.38601418948412.747211-8墙面水泥砂浆抹底灰100m216.38488792.312981.7476195170.9191.877311-1墙面石灰砂浆抹灰100m25.397271249.46743.354039.92580.2123.277411-24零星装饰白石屑~100m262.722172500.56156840.55119956348272057.37511-58干粉型粘结剂粘贴墙面瓷砖100m21.799095370.759662.463893.25769.207611-61水泥砂浆粘贴外墙面砖100m216.384885181.4184896.783739047276230.377711-149柱面凹凸增加层100m21.05782775.772936.21843.62087.25.377811-207带骨架明框中空玻璃幕墙面层100m25.756621809.4125548.11135941070554899.37911-211带骨架隐框中空玻璃幕墙面层100m20.657224808.216303.922578.213166559.33　　十二、天棚工程　　　1759.42853.95901.893.68012-2天棚水泥砂浆抹灰100m20.27891084.77302.54198.72100.233.6116 正文建筑工程预算书工程名称:某厂房序号定额编号项目名称计量单位工程数量工料单价(元)合价(元)其中(元)人工费材料费机械费8112-16轻钢龙骨吊顶平面(U38型)100m20.386932229.77862.76328.7534.0708212-17轻钢龙骨吊顶侧面(U38型)100m20.295682009.35594.12326.53267.590　　十三、脚手架工程　　　101091.581842839078435858316-5综合脚手架檐高20m内~层高6m内100m236.164431546.4955927.9316904365732451.68416-63烟囱、水塔脚手架~高度20m内座14284.094284.091524.42505.6254.198517-4建筑物垂直运输檐高20m内100m237.540351088.9540879.560040880　　合计　47059089904153156950558543116 正文1.工料汇总表工料汇总工程名称:某厂房编号名称型号规格单位消耗量单价（元）定额合价（元）0000001一类人工　工日2365.3154094612.60000011二类人工　工日13253.72343569910.090000021三类人工　工日6925.85650346292.8j0000011人工(机械)　工日1460.694362809.670101001螺纹钢Ⅱ级综合t108.7473780411063.660101001螺纹钢Ⅱ级综合t80.22940003209160109001圆钢(综合)t17.308385066635.80109011圆钢(综合)kg650.8593.852505.810109071吊筋　kg12.8344.2454.420113107扁钢-40×2kg159.8893.7591.590113111扁钢-30×4kg412.0943.71524.750121011角钢　kg11.0083.6540.180141021铜板条L5×50m84.87543.53692.060153075铝合金型材综合kg2483.76823.758865.30213041塑胶条　m2357.2082.45657.30227001棉纱　kg45.5611.02502.070233041草袋　m21260.3715.296667.360303193木螺丝M3×30百个3.4951.34.540303197木螺丝M4×40百个12.9371.519.410307343金属膨胀螺栓M8×80套83.4220.8873.410307393塑料膨胀螺栓M3.5套349.4860.0310.480309047普碳钢六角螺母M8百个0.8364.53.760313081垫圈　百个1.6682.634.390321171石料切割锯片　片25.75531.3806.130341013电焊条E43系列kg4635.6075.425032.280351001圆钉　kg1905.6064.368308.440351041枪钉　盒3.3837.525.370357102镀锌铁丝8#kg19.894.895.470357104镀锌铁丝12#kg94.6664.8454.40357107镀锌铁丝18#kg165.854.8796.080357109镀锌铁丝22#kg663.6554.83185.540359131预埋铁件　kg43.0045.81249.850365161合金钢钻头φ8个0.8365.034.210365605铝合金角码　kg84.15823.11944.05116 正文工料汇总工程名称:某厂房编号名称型号规格单位消耗量单价（元）定额合价（元）0401011水泥32.5kg669.8180.3200.950401031水泥42.5kg256752.1010.3384728.190401071白水泥　kg636.2810.6381.770403043黄砂(净砂)综合t883.00462.555187.750405001碎石综合t228.6934911205.960405071白石屑　kg106227.4860.044249.10409035石灰膏　m321.9692786107.380413091混凝土实心砖240×115×53千块33.66531010436.150413125烧结煤矸石多孔砖(矩形孔)240×115×90千块348.789940327861.660431109聚合物粘结砂浆　kg1097.4461.751920.530433020泵送商品混凝土C10m324.9542586438.130433022泵送商品混凝土C20m3230.95129969054.350433022泵送商品混凝土C30m3870.41299260252.590433024泵送商品混凝土C30m3276.08533492212.390503001杉板枋材　m30.1491450216.050503125杉枋亮子m30.91314501323.850503141门窗杉板　m32.01214502917.40503143杉木砖　m30.4831450700.350503145杉搭木　m30.2381450345.10503147门窗框杉枋　m33.77814505478.10503149门窗扇杉枋　m33.23214504686.40503361垫木　m312.071200144840505021九夹板　m2114.24216.51884.990505091红榉夹板　m2115.75115.71817.290525001木柴　kg19328.40.458697.780535041竹钉　百个53.2354.68249.140601001平板玻璃δ3m227.72423637.650611005中空玻璃5+9A+5m2643.79311070817.230661125缸砖152×152m2126.39618.12287.770661151瓷砖150×220m2183.50722.334097.710663006外墙面砖50×230m21399.10530.742952.520665101地砖500×500m22443.13349.5120935.080701031大理石板　m2164.95512019794.60831121轻型龙骨U38m272.3578.5615.030923101成品木防火门　扇17715121551023001硬木扶手　m133.136658653.84116 正文工料汇总工程名称:某厂房编号名称型号规格单位消耗量单价（元）定额合价（元）1103241红丹防锈漆　kg153.66412.81966.91111943聚醋酸乙烯乳液　kg71.4195.34381.381141211防腐油　kg34.0611.654.51143191嵌缝料　kg71.324171.321145431发泡剂750mL支58.9320.521209.241155001石油沥青　kg38656.83.72143803.31157021石油沥青油毡350gm2821.8892.21808.161157091改性沥青卷材　m21727.5762543189.41159075沥青嵌缝防水油膏　kg832.99232498.981159141油灰　kg23.7644.5106.941201021汽油综合kg19328.47.1137231.641203001溶剂油　kg17.4862.6646.511233021隔离剂　kg1584.4076.7410678.91235081液化气　kg352.2753.081085.011241001107胶　kg0.772.31.771241111骨胶　kg6.3374.4127.951241151耐候胶　l176.93175.913429.061241551玻璃胶　支314.294113457.231241631胶粘剂干粉型kg1101.0431.421563.481241871结构胶　l294.65126.537273.231243221双面胶纸　m2400.4481.563744.71301301石棉泥　kg1965.60.671316.951312125聚苯乙烯泡沫板　m3417.695002088451312231挤塑泡沫保温板50m2762.1152619814.993001001钢支撑　kg8827.9734.640608.683101071密封毛条　m2166.3860.511104.863109041草板纸80#张4517.1170.2903.423111011尼龙帽　个2869.7320.481377.473113221泡沫条φ18m1590.1090.871383.393113401纸筋　kg68.2751.13477.423115001水　m32424.5512.957152.433201011钢模板　kg181.2364.67846.373201021木模板　m350.913120061095.63201031复合模板　m22169.6213371597.493202071零星卡具　kg6777.8886.8246225.23203001脚手架钢管　kg3099.2794.3313419.883203011钢脚手板　kg191.314.67893.42116 正文工料汇总工程名称:某厂房编号名称型号规格单位消耗量单价（元）定额合价（元）3203031木脚手板　m30.2113002733203041竹脚手片　m2686.228.725983.843203151脚手架底座　只21.064.8101.093203171脚手架十字扣　副747.436.064529.433203191脚手架斜扣　副33.0376.06200.23203211脚手架一字扣　副155.1296.06940.083205011安全网　m2750.412129004.943209071金属周转材料　kg965.64.674509.356000001其他材料费　元10511.964110511.966000131回库维修费　元2301.88912301.896000291小五金费　元447.9441447.94j1201011柴油(机械)　kg2958.3576.3518785.57j1201021汽油(机械)　kg2147.4387.115246.81j3115031电(机械)　kw·h144845.3420.854123697.92pm0000001折旧费(机械)　元190387.41190387.4116 正文1.主要工日价格表主要工日价格表工程名称:某厂房序号编码工种单位数量单价(元)合价(元)10000001一类人工工日2365.31540.009461320000011二类人工工日13253.72343.0056991030000021三类人工工日6925.85650.00346293　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　合计　　　1010816116 正文1.主要材料价格表主要材料价格表工程名称:某厂房序号编码材料名称规格型号单位数量单价(元)合价(元)工程占比%1101001螺纹钢Ⅱ级综合t108.74737804110647.252101001螺纹钢Ⅱ级综合t80.22940003209165.663109001圆钢(综合)t17.3083850666361.174109011圆钢(综合)kg650.8593.8525060.045109071吊筋　kg12.8344.24540.006113107扁钢-40×2kg159.8893.75920.017113111扁钢-30×4kg412.0943.715250.038121011角钢　kg11.0083.65400.009141021铜板条L5×50m84.87543.536920.0710153075铝合金型材综合kg2483.76823.7588651.0411213041塑胶条　m2357.2082.456570.1012227001棉纱　kg45.5611.025020.0113233041草袋　m21260.3715.2966670.1214303193木螺丝M3×30百个3.4951.358.01E-0515303197木螺丝M4×40百个12.9371.5190.0016307343金属膨胀螺栓M8×80套83.4220.88730.0017307393塑料膨胀螺栓M3.5套349.4860.03100.0018309047普碳钢六角螺母M8百个0.8364.546.63E-0519313081垫圈　百个1.6682.6347.74E-0520321171石料切割锯片　片25.75531.38060.0121341013电焊条E43系列kg4635.6075.4250320.4422351001圆钉　kg1905.6064.3683080.1523351041枪钉　盒3.3837.5250.0024357102镀锌铁丝8#kg19.894.8950.0025357104镀锌铁丝12#kg94.6664.84540.0126357107镀锌铁丝18#kg165.854.87960.0127357109镀锌铁丝22#kg663.6554.831860.0628359131预埋铁件　kg43.0045.812500.00116 正文主要材料价格表工程名称:某厂房序号编码材料名称规格型号单位数量单价(元)合价(元)工程占比%29365161合金钢钻头φ8个0.8365.0347.42E-0530365605铝合金角码　kg84.15823.119440.0331401011水泥32.5kg669.8180.32010.0032401031水泥42.5kg256752.10.33847281.4933401071白水泥　kg636.2810.63820.0134403043黄砂(净砂)综合t883.00462.5551880.9735405001碎石综合t228.69349112060.2036405071白石屑　kg106227.50.0442490.0737409035石灰膏　m321.96927861070.1138413091混凝土实心砖240×115×53千块33.665310104360.1839413125烧结煤矸石多孔砖(矩形孔)240×115×90千块348.7899403278625.7840431109聚合物粘结砂浆　kg1097.4461.7519210.0341433020泵送商品混凝土C10m324.95425864380.1142433022泵送商品混凝土C20m3230.951299690541.2243433022泵送商品混凝土C30m3870.412992602534.5944433024泵送商品混凝土C30m3276.085334922121.6345503001杉板枋材　m30.14914502160.0046503125杉枋亮子m30.913145013240.0247503141门窗杉板　m32.012145029170.0548503143杉木砖　m30.48314507000.0149503145杉搭木　m30.23814503450.0150503147门窗框杉枋　m33.778145054780.1051503149门窗扇杉枋　m33.232145046860.0852503361垫木　m312.071200144840.2653505021九夹板　m2114.24216.518850.0354505091红榉夹板　m2115.75115.718170.0355525001木柴　kg19328.40.4586980.1556535041竹钉　百个53.2354.682490.0057601001平板玻璃δ3m227.724236380.0158611005中空玻璃5+9A+5m2643.793110708171.2559611011LOW-E钢化中空玻璃(5+6A+5)m2267.683145388140.68116 正文主要材料价格表工程名称:某厂房序号编码材料名称规格型号单位数量单价(元)合价(元)工程占比%60661125缸砖152×152m2126.39618.122880.0461661151瓷砖150×220m2183.50722.3340980.0762663006外墙面砖50×230m21399.10530.7429530.7663665101地砖500×500m22443.13349.51209352.1364701031大理石板　m2164.955120197950.3565831121轻型龙骨U38m272.3578.56150.0166923101成品木防火门　扇17715121550.21671023001硬木扶手　m133.1366586540.15681103241红丹防锈漆　kg153.66412.819670.03691111943聚醋酸乙烯乳液　kg71.4195.343810.01701141211防腐油　kg34.0611.6550.00711143191嵌缝料　kg71.3241710.00721145431发泡剂750mL支58.9320.5212090.02731155001石油沥青　kg38656.83.721438032.54741157021石油沥青油毡350gm2821.8892.218080.03751157091改性沥青卷材　m21727.57625431890.76761159075沥青嵌缝防水油膏　kg832.992324990.04771159141油灰　kg23.7644.51070.00781201021汽油综合kg19328.47.11372322.42791203001溶剂油　kg17.4862.66470.00801233021隔离剂　kg1584.4076.74106790.19811235081液化气　kg352.2753.0810850.02821241001107胶　kg0.772.323.12E-05831241111骨胶　kg6.3374.41280.00841241151耐候胶　l176.93175.9134290.24851241551玻璃胶　支314.2941134570.06861241631胶粘剂干粉型kg1101.0431.4215630.03871241871结构胶　l294.65126.5372730.66881243221双面胶纸　m2400.4481.5637450.07891301301石棉泥　kg1965.60.6713170.02901312125聚苯乙烯泡沫板　m3417.695002088453.68911312231挤塑泡沫保温板50m2762.11526198150.35923001001钢支撑　kg8827.9734.6406090.72933101071密封毛条　m2166.3860.5111050.02116 正文主要材料价格表工程名称:某厂房序号编码材料名称规格型号单位数量单价(元)合价(元)工程占比%943109041草板纸80#张4517.1170.29030.02953111011尼龙帽　个2869.7320.4813770.02963113221泡沫条φ18m1590.1090.8713830.02973113401纸筋　kg68.2751.134770.00983115001水　m32424.5512.9571520.13993201011钢模板　kg181.2364.678460.011003201021木模板　m350.9131200610961.081013201031复合模板　m22169.62133715971.261023202071零星卡具　kg6777.8886.82462250.821033203001脚手架钢管　kg3099.2794.33134200.241043203011钢脚手板　kg191.314.678930.021053203031木脚手板　m30.2113002730.001063203041竹脚手片　m2686.228.7259840.111073203151脚手架底座　只21.064.81010.001083203171脚手架十字扣　副747.436.0645290.081093203191脚手架斜扣　副33.0376.062000.001103203211脚手架一字扣　副155.1296.069400.021113205011安全网　m2750.4121290050.161123209071金属周转材料　kg965.64.6745090.081136000001其他材料费　元10511.961105120.191146000131回库维修费　元2301.889123020.041156000291小五金费　元447.94414480.01116j1201011柴油(机械)　kg2958.3576.35187860.33117j1201021汽油(机械)　kg2147.4387.1152470.27118j3115031电(机械)　kw·h144845.30.8541236982.18119pm0000001折旧费(机械)　元190387.411903873.36120pm0000002大修理费(机械)　元28770.131287700.51121pm0000003经常修理费(机械)　元109988.411099881.94122pm0000004安拆费及场外运费　元3605.756136060.06123j6000221其他费用　元1478.325114780.031240427231-1预应力钢筋混凝土管桩　m24381.4000.00　　　合计　　　3625588　116 正文1.主要机械台班价格表主要机械台班价格表　工程名称:某厂房序号编码机械设备名称单位数量单价(元)合价(元)16000041其他机械费元80.2301.008029914409石料切割机台班25.28118.4846739914435双头气割机台班7.12895.0267749914439双组分注胶机台班6.157886.54545859901068电动夯实机台班58.75221.80128169903006履带式起重机台班91.732515.344727379903017汽车式起重机台班14.353330.21474089903036塔式起重机台班84.090165.931395399904004载货汽车台班71.154282.4420097109905010电动卷扬机台班36.38593.743411119906007双锥反转出料混凝土搅拌机台班12.730123.451572129906016灰浆搅拌机台班116.04258.576797139907002钢筋切断机台班20.00938.82777149907003钢筋弯曲机台班47.12020.95987159907012木工圆锯机台班76.35125.391938169907018木工压刨床台班5.58733.41187179907037立式铣床台班0.78623.5218189907067联合冲剪机台班1.12262.3170199907072管子切断机台班10.42526.75279209908012电动多级离心清水泵台班0.847128.98109219909002交流弧焊机台班135.08990.3612206229909008直流弧焊机台班85.60294.278070239909010对焊机容量台班15.025123.061849249913015多功能压桩机台班283.5341415.20401257259913032混凝土振捣器台班25.37217.56445269913033混凝土振捣器台班109.4364.83528279914087电动卷扬机台班291.31392.4326926　　合计　　　561452116 东海科学技术学院本科毕业论文正文1.门窗计算表代号或名称规格b×h樘数门窗分类所在部位木门木质乙级防火门木质丙级防火门明框玻璃幕墙隐框玻璃幕墙铝合金节能磨砂玻璃窗铝合金节能窗120内墙240外墙240内墙200内墙100内墙樘数面积樘数面积樘数面积樘数面积樘数面积M11*2.179165.9　　　　　　12.1　　　　78163.8　　M20.9*2.1815.12　　　　　　　　　　　　　　815.12M30.9*2.123.78　　　　　　　　11.89　　　　11.89M40.8*2.1610.08　　　　　　　　　　610.08　　　　M51.5*2.113.15　　　　　　　　　　　　13.15　　FHM7乙1.5*2.19　28.4　　　　　　　　　　　928.35　　FHM9丙0.6*1.88　　8.64　　　　　　　　11.0877.56　　BLMC14.7*12.91　　　　60.6　　　　160.63　　　　　　BLMC26.65*3.11　　　20.615　　　　　120.615　　　　　　BLMC33*3.31　　　9.9　　　　　19.9　　　　　　116 东海科学技术学院本科毕业论文正文代号或名称规格b×h樘数门窗分类所在部位木门木质乙级防火门木质丙级防火门明框玻璃幕墙隐框玻璃幕墙铝合金节能磨砂玻璃窗铝合金节能窗120内墙240外墙240内墙200内墙100内墙樘数面积樘数面积樘数面积樘数面积樘数面积BLMC41.2*12.91　　　　15.48　　　　115.48　　　　　　LM61.5*2.41　　　3.6　　　　　13.6　　　　　　LC11.2*1.58　　　　　14.4　　　814.4　　　　　　LC21.5*1.840　　　　　　108　　40108　　　　　　LC31.8*1.840　　　　　　129.6　　40129.6　　　　　　LC40.9*38　　　　　　2.7　　82.7　　　　　　LC50.9*2.412　　　　　　25.92　　1225.92　　　　　　　　　　　　　　　　　　　　　　　　　　合计　　198.0328.358.6434.11576.1114.4266.22　2.1　392.735　11.16　202.86　17.01116 东海科学技术学院本科毕业论文正文1.工程量计算表工程项目及名称单位工程数量计算式建筑面积m²3616.443S=[7.8*47.64＋3.2*2*﹙17.64-2.4﹚＋﹙17.64－1.2﹚*﹙7.2*2＋3.3＋3.9﹚＋﹙7.2＋3.2＋0.12﹚*﹙16.44＋0.24﹚＋0.12*1.2*4]*2＋[﹙7.8＋0.12﹚*﹙17.64＋46.44－7.8＋0.12﹚*﹙16.44＋0.24﹚＋0.12*1.2*2]*2=3587.016M²室外阶梯：S=½[7.2*﹙2.52＋3*2-0.12﹚＋2.4*﹙1.4＋0.3*3﹚]=13.56M²雨篷：S=½*[﹙0.62×3.3﹚＋﹙8.96*3.3﹚]=15.807M²合计：3616.443M²1、挖土方承台挖土方M³1478.75CT1：V=﹙1*0.6＋1.5*2.2﹚²*2.2＋﹙1.5²*2.2²／3﹚=37.09M³CT2：V=[﹙1*0.6＋1.5*2.65﹚*﹙3*0.6＋1.5*2.65﹚*2.65＋﹙1.5²*2.65²／3﹚]*9=677.52M³CT3：V=6*﹙½*4.16*3.326-½*0.58*0.5*3﹚*2.5／6*12=466.92M³CT4：V=[﹙3*2*0.3＋1.5*2.4﹚²*2.4＋﹙1.5²*2.4²／3﹚]*4=297.22M³合计：1478.75M³基础梁挖土方M³1185.30JL-1：V=﹙0.5*0.6＋1.5*1.9﹚*1.9*[120＋7800＋6400＋7200*4＋3200＋120＋7800*2＋6300＋1200＋740＋﹙6300-1373*2﹚*2＋﹙3300＋3900＋7200＋240﹚*2＋﹙3200＋120﹚*2＋﹙6300＋240﹚*3]*0.001=651.47M³116 东海科学技术学院本科毕业论文正文工程项目及名称单位工程数量计算式Jl-2:v=﹙0.5*0.6＋1.5*1.95﹚*1.95*[﹙240＋6300﹚*8＋7200－750－1500＋6400－3000＋6400－750－500＋7200－750－500－1500*8]=375.88M³Jl-3：V=﹙0.5*0.6＋1.5*1.9﹚*1.9*﹙6300＋240－3000﹚=20.95M³合计：1048.30M³地梁挖土方M³747.97DL-1：V=﹙0.44*0.6＋1.5*1.6﹚*1.6*[﹙700-260﹚*10＋﹙1098－360﹚＋﹙1100-260﹚]*0.001=25.48M³DL-2：V=﹙0.44*0.6＋1.5*1.75﹚*1.75*﹙3200-240＋3300-240＋3900-240＋2800-240﹚*0.001=61.88M³DL-3：V=﹙0.44*0.6＋1.5*1.75﹚*1.75*﹙3200-240﹚*2*0.001=29.93M³DL-4：V=﹙0.44*0.6＋1.5*1.9﹚*1.9*﹙127*4＋7800＋240-580*2＋7800＋40-580-1000＋6300-700-240＋1098＋1900＋3300-240﹚*0.001=107.95M³DL-5：V=﹙0.44*0.6＋0.5*1.9﹚*1.9*﹙7800＋6400＋7200*4＋3200-240*7﹚*0.001=263.41M³DL-6：V=﹙0.44*0.6＋0.5*1.9﹚*1.9*﹙127*10＋3300＋3900＋7200*6＋240*2-600*2-500-400-500-580*10-500﹚=259.32M³合计：747.97M³2、桩基础静压预应力钢混管桩φ500以内100m24.14L=34*71=2414M静压送管桩φ500以内100m1.418L=﹙1.85-0.7﹚＋﹙2.35-0.7﹚*18＋﹙2.15-0.7﹚*52＋0.5*7141.75m非泵送商品砼C35桩头灌芯10m³1.47V=3.14*1.15²*0.05*71=14.74116 东海科学技术学院本科毕业论文正文工程项目及名称单位工程数量计算式3、砖基础砼实心砖基础240*115*5310m³6.071V=0.5*0.25*﹙108.85＋59.77＋3.5﹚＋0.44*0.25*﹙5.978＋12.24＋5.92﹚＋0.5*0.25*﹙18.264＋44.52＋43.83﹚＋1.2*1.2*0.15＋1.2*3.2*0.15*9＋6.485*0.15*12＋3.2*3.2*0.15*4=60.71m³防水砂浆防潮层砖基础上1:2.5100m³1.1455S=60.71／0.53=114.55m³砂浆防水：砖基础里面刷20厚1:2.5水泥砂浆掺3％防水剂m³505.916S=60.71／0.24*2面=505.916m³4、垫层碎石干铺垫层m³36.878承台垫层CT-1：V=0.15*1.2*1.2=0.216m³CT-2：V=0.15*1.2*3.2*9=5.184m³Ct-3:V=﹛[﹙580*2＋1000*2＋200﹚*1942*½-3*680*393*½]*0.15*12﹜*0.001=5.152m³CT-4:V=3.2*3.2*0.15*4=6.144m³小计：16.696m³基础梁垫层JL-1：V=0.15*0.5*[120＋7800＋6400＋7200*4＋3200＋120＋7800*2＋6300＋1200＋240＋﹙6300-1373*2﹚*2＋﹙3300＋3900＋7200＋240﹚*2＋﹙3200＋120﹚*2＋﹙6300＋240﹚*3]*0.001=8.164m³JL-2：V=0.15*0.5*[﹙240＋6300﹚*8＋7200-750-1500＋6400-3000＋6400-750-500＋7200-750-500-1500*8]*0.001=4.483m³JL-3：V=0.15*0.5*﹙6300＋240-3000﹚*0.001=0.2625m³116 东海科学技术学院本科毕业论文正文工程项目及名称单位工程数量计算式小计：12.910m³地梁垫层DL-1：V=0.44*0.15*[﹙700-260﹚*10＋﹙1098-360﹚＋﹙1100-260﹚]*0.001=0.395m³DL-2：V=0.44*0.15*﹙3200-240＋3300-240＋3900-240＋2800-240﹚*0.001=0.81m³DL-4：V=0.4*0.15*﹙127*4＋7800＋240-580＋2＋7800＋240-580-1000＋630-700-240＋1098＋1900＋3300-240﹚0.001=1.895m³DL-3：V=0.44*0.15*﹙3200-240﹚*2*0.001=0.391m³DL-5：V=0.4*0.15*﹙7800＋6400＋7200*4＋3200-240*7﹚*0.001=2.671m³DL-6：V=0.4*0.15*﹙127*10＋3300＋3900＋7200*6＋240*2-600*2-500-400-500-580*10-500﹚*0.001=2.630m³小计：7.992m³合计：36.878m³C15泵送商品混凝土垫层m³24.585V=36.878／0.15*0.1=24.585m³垫层模板m²73.755S=24.585*3=73.755m²C30泵送混凝土承台m³76.071CT-1：V=1*1*0.9=0.9m³CT-2：V=1*3*9=27m³CT-3：V=﹙½*3.16*1.827-3*½*0.58*0.335﹚*12*1.2=37.371m³CT-4：V=3*3*1.2=10.8m³合计：76.071m³承台模板m²151.381S=76.071*1.99=151.381m³基础梁m³34.461JL-1：V=0.65*0.3*108.85=21.226m³116 东海科学技术学院本科毕业论文正文工程项目及名称单位工程数量计算式JL-2：V=0.7*0.3*59.77=12.552m³JL-3：V=0.65*0.3*3.5=0.683m³合计：34.461m³基础梁模板m²262.248S=34.461*7.61=262.248m²地梁m³22.246DL-1：V=0.3*0.24*5.978=0.430m³DL-2：V=0.45*0.24*12.24=1.322m³DL-3：V=0.45*0.24*5.92=0.639m³DL-4：V=0.6*0.3*18.246=3.284m³DL-5：V=0.65*0.3*44.52=8.681m³DL-6：V=0.6*0.3*43.83=7.89m³合计：22.246m³地梁模板m²192.157S=0.43*11.32＋﹙1.322＋0.639＋3.284＋7.89﹚*9.61＋8.681*7.61=192.157m²矩形柱C30泵送商品混凝土m³107.545承台面到3.870矩形柱KZ1:V=0.6*0.6*﹙3.87＋1﹚=1.753m³KZ2:V=0.6*0.6*4.87*2=3.506m³KZ3:V=0.55*0.55*4.87=1.473m³KZ4:V=0.6*0.6*4.87=1.753m³KZ5:V=0.55*0.55*4.87=1.473m³KZ6:V=0.5*0.5*4.87*4=4.87m³KZ7:V=0.5*0.5*4.87*3=3.653m³KZ8:V=0.6*0.6*4.87=1.753m³KZ9:V=0.5*0.5*4.87=1.218m³116 东海科学技术学院本科毕业论文正文工程项目及名称单位工程数量计算式KZ10:V=0.5*0.5*4.87*3=3.653m³KZ11:V=0.6*0.6*4.87=1.753m³KZ12:V=0.6*0.6*4.87=1.753m³KZ13:V=0.55*0.55*4.87=1.473m³KZ14:V=0.5*0.5*4.87=1.218m³KZ15:V=0.5*0.5*4.87=1.218m³KZ16:V=0.5*0.5*4.87=1.218m³3.87~7.47矩形柱KZ1﹑2﹑4﹑8﹑11﹑12=0.6*0.6*﹙7.48-3.87﹚*7=9.072m³KZ3﹑5﹑13=0.55*0.55*3.6*3=3.267m³KZ6﹑7﹑9﹑10﹑14﹑15﹑16=0.5*0.5*3.6*14=12.6m³7.47~11.07矩形柱KZ1﹑2﹑4﹑8﹑11﹑12=0.6*0.6*﹙11.07-7.47﹚*7=9.072m³KZ3﹑5﹑13=0.55*0.55*3.6*3=3.267m³KZ6﹑7﹑9﹑10﹑14﹑15﹑16=0.5*0.5*3.6*14=12.6m³11.07~屋面矩形柱KZ1﹑2﹑4﹑8﹑11﹑12=0.6*0.6*﹙14.7-11.07﹚*7=9.148m³KZ3﹑5﹑13=0.55*0.55*3.63*3=3.294m³KZ6﹑7﹑9﹑10﹑14﹑15﹑16=0.5*0.5*3.63*14=12.706m³合计：107.545m³矩形柱模板m²1562.629S=107.545*14.53=1562.629m²构造柱m³29.589无侧向支撑墙体端部构造柱V=0.24*0.24*﹙14.7＋1﹚*6＋0.24*0.24*3*3=5.944m³墙体大于5米，墙中构造柱V=0.24*0.24*﹙18＋7﹚*15.7＋0.24*0.24*6*3=23.645m³116 东海科学技术学院本科毕业论文正文工程项目及名称单位工程数量计算式合计：29.589m³构造柱模板m²429.928S=29.589*14.53=429.928m²扣240内外墙，120墙m³62.643一层扣240外墙m³5.685KZ1：V=0.24*0.6*﹙3.87-0.7﹚=0.456m³KZ2：V=0.24*0.6*3.17*2=0.913m³KZ3：V=0.24*0.48*3.17=0.365m³KZ5：V=0.24*﹙0.275-0.1﹚*3.17=0.133m³KZ6：V=0.24*0.5*3.17*4=1.522m³KZ15：V=0.24*0.5*3.17=0.38m³KZ16：V=0.24*﹙0.5-0.24﹚*3.17＋0.24*0.5*3.17=0.578m³KZ13-C-9：V=0.24*0.5*3.17=0.38m³KZ14：V=0.24*﹙0.5-0.24﹚*3.17＋0.24*0.5*3.17=0.578m³KZ7：V=0.24*0.5*3.17=0.380m³合计：5.685m³一层扣240内墙m³4.58KZ4：V=0.24*0.6*3.17=0.456m³KZ3：V=0.24*﹙0.55-0.24﹚*.17=0.236KZ7：V=0.24*0.5*3.17*2＋0.24*﹙0.5-0.24﹚*3.7=0.959m³KZ8：V=0.24*0.6*3.17=0.456m³KZ9：V=[0.5*0.5-﹙0.5-0.24﹚²]*3.17=0.578m³KZ11：V=[0.24*0.6＋0.24*﹙0.6-0.24-0.18﹚]*3.17=0.593m³KZ10-D-7：V=[0.24*0.5＋0.24*﹙0.5-0.24﹚*½]*3.17=0.412m³KZ13:V=[0.24*0.55＋0.24*﹙0.55-0.24﹚]*3.17=0.654m³KZ13-C-9:V=0.24*﹙0.55-0.24﹚*3.17=0.236m³116 东海科学技术学院本科毕业论文正文工程项目及名称单位工程数量计算式合计：4.58m³一层扣200内墙m³2.52KZ5：V=0.2*0.55*½*3.17=0.174m³KZ6：V=0.2*﹙0.5-0.24﹚*3.17*4=0.659m³KZ15：V=0.2*﹙0.5-0.24﹚*3.17=0.165m³KZ10：V=0.2*0.5*3.17=0.317m³KZ10-E-6：V=0.2*0.5*3.17=0.317m³KZ12：V=0.2*0.4*2*3.17＋0.2*0.6*3.17=0.888m³合计：2.52m³二层扣240外墙m³4.731KZ1﹑2﹑3﹑5﹑6﹑7-D-3﹑7-D-9﹑14﹑13-C-9﹑15﹑16：V=0.24*﹙0.6*3＋0.48＋0.275-0.1＋0.5＋0.5-0.24＋0.5＋0.5＋0.5＋0.5-0.24＋0.5﹚3.6=4.731m³二层扣240内墙m³2.691KZ3﹑4﹑7﹑8﹑9﹑13：V=0.24*﹙0.55-0.24＋0.6＋0.5*2＋0.5-0.24＋0.6＋0.55-0.24＋0.55-0.24＋0.55﹚*3.6＋[0.5*0.5-﹙0.5-0.24﹚²]*3.6=2.691m³二层扣200内墙m³4.453KZ4﹑5﹑6﹑9﹑10﹑11﹑12﹑13-C-8﹑15：V=0.2*[0.3＋0.55*½＋﹙0.5-0.24﹚*4＋0.26＋0.5*3＋0.6＋0.4*2＋0.6＋0.55＋0.5-0.24﹚]*3.6=4.453m³三层扣240外墙m³4.731三层扣240内墙m³2.691三层扣200内墙m³4.453四层扣240外墙m³4.731四层扣240内墙m³2.691四层扣200内墙m³4.453加层扣240外墙m³2.180KZ1﹑2﹑3﹑5：V=﹙0.6*3＋0.48＋0.275-0.1﹚*0.24*3.7=2.180m³工程项目及名称单位工程数量计算式加层扣200内墙m³0.178KZ4：V=0.2*0.24*3.7=0.178m³116 东海科学技术学院本科毕业论文正文合计：62.643m³矩形梁C30泵送商品砼梁m³486.093二层主梁m³44.258KL101﹙2B﹚:V=0.35*0.87*﹙6.3＋2.4＋6.3﹚=4.58m³KL102﹙2B﹚：V=0.3*0.8*﹙6.3＋2.4＋6.3﹚=3.6m³KL103﹙2A﹚:V=0.3*0.8*﹙6.3＋2.4＋6.3﹚=3.6m³KL104﹙1A﹚:V=0.24*0.6*6.3=0.907m³KL105﹙2A﹚：V=0.3*0.8*﹙15＋1.2﹚*2=7.776m³KL106﹙2A﹚：V=0.3*0.8*15=3.6m³KL107﹙2A﹚:v=0.3*0.8*15=3.6m³KL108﹙2﹚:v=0.3*0.8*﹙6.3＋2.4﹚＋0.25*0.8*6.3=3.3m³L101﹙2B﹚:V=0.3*0.7*﹙15＋1.2﹚=3.402m³L102﹙2﹚:v=0.24*0.6*15=2.16m³L104﹙1﹚:v=0.24*0.6*6.3=0.907m³L105﹙2A﹚:v=0.24*0.6*﹙15＋1.2﹚*2=4.666m³L106﹙2﹚:v=0.24*0.6*15=2.16m³合计：44.258m³二层次梁m³44.012~:L107﹙2﹚：V=0.24*0.5*3.9*2=0.78m³工程项目及名称单位工程数量计算式~：L111﹙6﹚：V=0.25*0.5*﹙3.3＋3.9＋3.6*4﹚=2.7m³116 东海科学技术学院本科毕业论文正文~:V=0.3*0.8*﹙3.9*2＋3.2*2﹚=3.408m³~：V=0.24*0.5*3.3=0.396m³~／2：V=0.3*0.5*﹙3.9＋3.6﹚=1.125m³／2~：KL111﹙8﹚：V=0.3*0.75*3.6*4=3.24m³~：V=0.24*0.5*3.2=0.384m³~：V=0.3*0.8*﹙3.9*2＋3.2*2﹚=3.408m³~：V=0.3*0.5*﹙3.3＋3.9﹚=1.08m³~:V=KL110(8)：V=0.3*0.75*3.6*6=4.86m³~:V=0.3*0.5*3.2=0.48m³~:L109(7)：V=0.3*0.75*46.44=10.449m³~:V=0.3*0.8*(3.3＋3.2*2＋3.9*3)=5.136m³~:KL109(7)：V=0.3*0.75*(3.6*6＋3.2)=5.58m³~：L107(2)：V=0.24*0.5*3.9*2=0.936m³合计44.012m³二层附属梁m³6.931~／2~:L102(1)：V=0.24*0.24*1.2=0.0691m³~:L102(1)：V=0.24*0.24*1.2=0.0691m³~:V=0.3*0.7*1.2=0.252m³工程项目及名称单位工程数量计算式~:V=0.3*0.7*1.2=0.252m³~／2~／2：V=0.24*0.24*0.70.0403m³116 东海科学技术学院本科毕业论文正文／2~~／2：L102(1)V=0.24*0.24*0.7=0.0403m³~:V=0.24*0.7*1.2=0.202m³~~∕2：L102(1)V=0.24*0.24*0.7=0.0403m³~~∕2：L102(1)V=0.24*0.24*0.7=0.0403m³~:V=0.3*0.7*1.2=0.252m³~~∕2：L102(1)V=0.24*0.24*0.7*2=0.0806m³~~∕2：L102(1)V=0.24*0.24*0.7*2=0.0806m³~:V=0.24*0.7*1.2=0.202m³~~∕2：L102(1)V=0.24*0.24*0.7*2=0.0806m³∕2~:L102(1)V=0.24*0.24*0.7=0.0403m³~∕2:L102(1)V=0.24*0.24*1.1=0.0634m³~∕2~:L102(1)V=0.24*0.24*1.1=0.0634m³~∕2~:L110(1):v=0.24*0.55*3.2*2=0.845m³∕2~:L112(1):v=0.4*0.24*3.6=0.346m³工程项目及名称单位工程数量计算式∕2~~:L109(2)V=0.24*0.35*3.6=0.605m³∕2~~:L112(1)V=0.24*0.4*3.2=0.307m³~∕2~:L108(10)V=0.24*0.35*(3.2*2＋3.3＋3.9＋3.6*6)=2.957m³合计：6.931m³116 东海科学技术学院本科毕业论文正文三层主梁m³44.258同二层V=44.258m³三层次梁m³43.681同二层V=43.681m³三层附属梁m³6.931同二层V=6.931m³四层主梁m³44.258同二层V=44.258m³四层次梁m³43.681同二层V=43.681m³四层附属梁m³6.931同二层V=6.931m³屋面主梁m³58.991WKL1﹙28﹚：V=0.35*0.8*﹙6.3*2＋2.4﹚=4.2m³WKL1﹙2B﹚:V=0.3*0.7*﹙1.2*2＋6.3*2＋2.4﹚=3.654m³WKL2﹙2B﹚:V=0.3*0.8*﹙6.3*2＋2.4﹚=3.6m³WL3﹙2﹚：V=0.24*0.6*﹙6.3*2＋2.4﹚=2.16m³WKL3﹙2﹚:V=0.3*0.8*﹙6.3＋2.4﹚＋0.3*0.7*6.3=3.411m³WL4﹙1﹚:V=0.24*0.6*6.3=0.907m³WKL4﹙1﹚:V=0.24*0.6*6.3=0.907m³工程项目及名称单位工程数量计算式WKL5﹙2﹚:V=[0.3*0.8*﹙6.3＋2.4﹚＋0.3*0.7*6.3]＋0.3*0.8*﹙2*6.3＋2.4﹚*2=10.611m³WL5﹙2﹚:V=0.24*0.6*﹙2*6.3＋2.4﹚*2=4.32m³WKL6﹙2﹚:V=0.3*0.8*﹙6.3＋2.4﹚＋0.3*0.7*6.3=3.411m³WL6﹙2﹚：V=0.24*0.6*﹙6.3*2＋2.4﹚=2.16m³WKL7﹙2﹚：V=0.3*0.87*﹙6.3＋2.4﹚＋0.25*0.87*6.3=3.641m³116 东海科学技术学院本科毕业论文正文合计：58.991m³屋面次梁m³41.022~WL7(2)：V=0.24*0.5*3.9*2=0.936m³~∕2：V=0.3*0.8*(3.9*3＋3.2*2＋3.3＋3.6)=6m³∕2~:V=0.3*0.75*3.6*5=4.05m³~:V=0.3*0.5*3.2=0.48m³~:V=0.3*0.8*(3.9*2＋3.2*2)=3.408m³~:V=0.3*0.5*(3.3＋3.9)=1.08m³~:WKL9(8)：V=0.3*0.75*3.6*6=4.86m³~:V=0.3*0.5*3.2=0.48m³~:WKL9(8)：V=0.3*0.75*(3.9*3＋3.2*3＋3.6*6)=9.653m³~／2：V=0.3*0.8*﹙3.9*3＋3.2*2＋3.3﹚=4.368m³／2~:WL8(7)：V=0.3*0.75*(3.6*5＋3.2)=4.77m³~：WL7﹙2﹚：V=0.24*0.5*3.9*2=0.936m³合计：41.022m³屋面附属梁m³6.600~，~：V=0.3*0.7*1.2*2=0.504m³~∕2~：WL2(1)：V=0.24*0.24*1.2=0.0691m³∕2~:WL12(2):V=0.24*0.35*2.5=0.21m³工程项目及名称单位工程数量计算式~：L302(1)：V=0.24*0.24*1.2=0.0691m³~:V=0.3*0.7*1.2=0.252m³~：V=0.3*0.7*1.2=0.252m³~∕2~∕2：L302(1)V=0.24*0.24*0.7=0.041m³∕2~∕2WL2(1)：V=0.24*0.24*0.7*15=0.605m³116 东海科学技术学院本科毕业论文正文~∕2~：WL8(10)V=0.24*0.35*(3.6*6＋3.9＋3.3＋3.2*2)=2.231m³／2~~∕2:WL11(1)：V=0.24*0.24*3.9=0.225m³~:WL10(7):V=0.24*0.35*(3.9＋3.6*6)=2.142m³总计：486.424m³矩形梁模板m²4674.535S=486.424*9.61=4674.535m²扣240内外墙，200墙，100墙二层扣240外墙m³21.388扣二层主梁墙体m³5.974KL101﹙2B﹚:V=0.24*0.87*﹙16.3＋2.4＋6.3﹚=3.132m³KL108﹙2﹚：V=0.24*0.8*﹙6.3＋2.4﹚＋0.24*0.8*6.3=2.842m³合计：5.974m³扣二层次梁墙体m³14.208~：L107(2)V=0.24*0.5*3.9*2=0.936m³~:L111(6)：V=0.24*0.5*(3.3＋3.9＋3.6*4)=2.592m³~:KL111(8)：V=0.24*0.75*3.2*2=1.152m³工程项目及名称单位工程数量计算式~:KL111(8)：V=0.24*0.75*3.6*2=1.296m³~:V=0.24*0.5*3.2=0.384m³~：KL109(7)：V=0.24*0.75*(3.2*3＋3.3＋3.9＋3.6*6)=6.912m³~:L107﹙2﹚:V=0.24*0.5*3.9*2=0.936m³合计：14.208m³扣二层附属梁墙体m³1.21~，~：V=0.24*0.7*1.2*2=0.403m³116 东海科学技术学院本科毕业论文正文~，~：V=0.24*0.7*1.2*2=0.403m³~：V=0.24*0.7*1.2=0.202m³~：V=0.24*0.7*1.2=0.202m³合计：1.21m³总计：21.388m³二层扣240内墙m³7.296扣二层主梁墙体m³5.314KL102﹙2B﹚:V=0.24*0.8*6.3=1.210m³L103﹙2﹚：V=0.24*0.6*6.3=0.907m³KL103﹙2A﹚:V=0.24*0.8*6.3=1.210m³KL104﹙1A﹚:V=0.24*0.6*7.5=1.08m³L106﹙2﹚：V=0.24*0.6*6.3=0.907m³合计：5.314m³扣二层次梁墙体m³1.982~:V=0.24*0.8*3.2*2=1.229m³工程项目及名称单位工程数量计算式~:V=0.24*0.5*3.3=0.396m³~:V=0.24*0.5*3.2=0.384m³合计：1.982m³总计：7.296m³扣二层200内墙m³21.097116 东海科学技术学院本科毕业论文正文扣二层主梁墙体m³9.072KL102(2B):V=0.2*0.8*6.3=1.008m³KL103(2A):V=0.2*0.8*6.3=1.008m³KL105(2A):V=0.2*0.8*6.3*4=4.032m³KL106(2A):V=0.2*0.8*6.3*2=2.016m³KL107(2A):V=0.2*0.8*6.3=1.008m³合计：9.072m³扣二层次梁墙体m³11.22~:V=0.2*0.8*3.9=0.624m³~:V=0.2*0.5*3.9=0.39m³~:KL110(8):V=0.2*0.75*3.6*6=3.24m³~:KL109(7)：V=0.2*0.75*46.44=6.966m³合计：11.22m³扣二层附属梁墙体m³0.805~∕2~，~：V=0.2*0.24*1.2*2=0.115m³~：V=0.2*0.7*1.2=0.168m³~：V=0.2*0.8*1.2=0.192m³工程项目及名称单位工程数量计算式∕2~~∕2:L10(1)：V=0.2*0.24*1.1=0.053m³∕2~∕2~:L102(1)：V=0.2*0.24*1.1=0.053m³∕2~∕2~:L112(1)：V=0.2*0.4*1.2=0.096m³~∕2∕2~:L112(1)：V=0.2*0.4*1.6=0.128m³合计：0.805m³总计：21.097扣二层100内墙m³0.339L110(1)：V=0.1*0.55*(3.2*2-0.24)=0.339m³共计：50.12m³116 东海科学技术学院本科毕业论文正文二层扣总墙体m³50.12三层扣总墙体m³50.12同二层四层扣总墙体m³50.12同二层屋顶扣总墙体m³16.142屋顶扣240墙m³7.632屋顶扣主梁墙体m³5.76WKL(2B):V=0.24*0.8*(6.3*2＋2.4)=2.88m³WKL2(2B):V=0.24*0.8*(6.3*2＋2.4)=2.88m³合计：5.76m³屋顶扣次梁墙体m³1.872WL7﹙2﹚：V=0.24*0.5*3.9*2*2=1.872m³总计：7.632m³屋顶扣120墙m³8.51屋顶扣主梁墙体m³1.716WKL7﹙2﹚：V=0.12*0.87*16.44=1.716m³工程项目及名称单位工程数量计算式屋顶扣次梁墙体m³6.794WKL10﹙8﹚：V=0.12*0.75*﹙3.2*2＋3.3＋3.9＋3.6*6-0.12﹚=3.157m³WKL8﹙7﹚：V=0.12*0.75*﹙3.2*3＋3.3＋3.9＋3.6*6-0.12﹚=3.445m³~:V=0.12*0.5*3.2=0.192m³合计：6.794m³总计：8.51m³C30泵送砼板m³252.084二层板m³63.529~：V=﹙1.2-0.12*2﹚*﹙3.9＋3.9-0.12*6﹚*0.11=0.748m³~:V=[﹙6.3-0.12*2﹚*﹙3.9*2-0.12*4﹚＋﹙6.3-0.7-0.12*2﹚*﹙3.2*2＋3.3＋3.9＋3.6*6-0.12*20﹚＋﹙0.7-0.12*2﹚*﹙3.2*2＋3.9＋3.6*6-0.12*20﹚＋﹙6.3-1.1-0.12*2﹚*﹙116 东海科学技术学院本科毕业论文正文3.2-0.12*2﹚＋﹙3.2-0.12*4﹚*﹙1.1-0.12﹚]*0.11=27.571m³~:V=﹙2.4-0.12*2﹚*﹙46.44-24*0.12﹚*0.11=10.350m³~:V=[﹙6.3-0.12*2﹚*﹙3.9*3＋3.3＋3.6*4-0.12*18﹚＋﹙6.3-0.7-0.12*2﹚*﹙3.6-0.12*2﹚＋﹙0.7-0.12*2﹚*﹙3.6*2-0.12*6﹚＋﹙6.3-1.1-0.12*2﹚*﹙3.6-0.12*2﹚＋﹙1.1-0.12*2﹚*﹙3.6-0.12*4﹚]*0.11＋[﹙3.2*2-0.12*4﹚*6.3-0.12*4]*0.06=22.463m³~:V=﹙1.2-0.12*2﹚*﹙3.9*3＋3.3＋3.6*4-18*0.12﹚*0.11=2.397m³合计：63.529m³三层板m³63.529同二层四层板m³63.529同二层屋面板m³61.497~：V=0.748*1.091=0.816m³~：V=[﹙6.3-0.12*2﹚*﹙3.9*2-0.12*4﹚＋﹙6.3-0.7-0.12*2﹚*﹙3.2*2＋3.3＋3.9＋3.6*6-0.12*20﹚＋﹙0.7-0.12*2﹚*﹙3.2*2＋3.3＋3.9＋3.6*6-0.12*20﹚＋﹙6.3-0.12*2﹚*﹙3.2-0.12*2﹚]*0.12=30.092m³~:V=10.350*1.091=11.292m³工程项目及名称单位工程数量计算式~:V=[﹙6.3-2.5-0.12*2﹚*﹙3.9-0.12*2﹚＋﹙2.5-0.12*2﹚*﹙3.9-0.12*4﹚＋﹙3.9-0.12*2﹚*﹙6.3-0.12*2﹚＋﹙6.3-0.12*2﹚*﹙3.9-0.12*2﹚*3＋﹙6.3-0.12*2﹚*﹙3.3-0.12*2﹚-0.6*0.8＋﹙6.3-0.7-0.12*2﹚*﹙3.9-0.12*2﹚＋﹙6.3-0.7-0.12*2﹚*﹙6.3-0.12*2﹚*6＋﹙0.7-0.12*2﹚*﹙3.9-0.12*2﹚＋﹙0.7-0.12*2﹚*﹙3.6-0.12*4﹚*5＋﹙0.7-0.12*2﹚*﹙3.6-0.12*2﹚]*0.12=29.773m³~:V=﹙1.2-0.12*2﹚*﹙3.9*2-0.12*6﹚*0.12=0.816m³合计：61.497m³总计：252.084m³板模板m²2157.839S=252.084*8.56=2157.839m²116 东海科学技术学院本科毕业论文正文C20非泵送商品砼过梁m³16.475一层过梁m³4.448门过梁m³1.751BLMQ3：V=0.12*0.12*﹙3.6＋0.5﹚=0.059m³M1：V=0.2*0.12*﹙1＋0.5﹚*11＋0.12*0.12*﹙1＋0.5﹚*2=0.440m³M2：V=0.1*0.12*﹙0.9＋0.5﹚*2=0.017m³M3：V=0.1*0.12*﹙0.9＋0.5﹚*0.2*﹙0.9＋0.5﹚0.18=0.067m³M4：V=0.2*0.12*﹙1.5＋0.5﹚=0.048m³FHM7乙:V=0.24*0.8*﹙1.5＋0.5*3﹚=0.259m³FHM9丙:V=0.2*0.12*﹙0.6＋0.5﹚=0.026m³BLMQ2：V=0.12*0.12*﹙6.56＋0.5﹚=0.102m³合计：1.195m³＋BLMQ1＋BLMQ4＋LM6=1.751m³门洞过梁m³0.173V=0.24*0.18*﹙1.5＋0.5﹚*2=0.173m³窗过梁m³2.524LC1：V=0.24*0.12*﹙1.2＋0.5﹚*2=0.098m³LC2：V=0.24*0.18*﹙1.5＋0.5﹚*10=0.864m³工程项目及名称单位工程数量计算式LC3：V=0.24*0.24*﹙1.8＋0.5﹚*5=0.662m³LC4：V=0.24*0.12*﹙0.9＋0.5﹚*8=0.323m³BLMC1：V=0.24*0.3*﹙4.7＋0.5﹚=0.374m³BLMC2：V=0.12*0.12*﹙6.56＋0.5﹚=0.102m³BLMC3：V=0.12*0.12*﹙3＋0.5﹚=0.051m³BLMC4：V=0.24*0.12*﹙1.2＋0.5﹚=0.050m³合计：2.524m³总计：4.448m³二层过梁m³3.821门过梁m³1.010M1：V=0.2*0.12*﹙1＋0.5﹚*22=0.792m³M2：V=0.1*0.12*﹙0.9＋0.5﹚*2=0.034m³116 东海科学技术学院本科毕业论文正文M4：V=0.2*0.12*﹙1.5＋0.5﹚=0.048m³FHM7乙：V=0.24*0.18*(1.5+0.5)*2=0.173m³FHM9丙：V=0.2*0.12*(0.6+0.5)*2=0.0528m³合计：1.010m³门洞过梁m³0.173同一层：V=0.173m³窗过梁m³2.638LC1:V=0.098m³LC2：V=0.864m³LC3:V=0.24*0.24*(1.8+0.5)*9=1.192m³LC5:V=0.24*0.12*(0.9+0.5)*12=0.484m³合计：2.638m³总计：3.821m³三层过梁m³4.132门过梁m³1.01同二层：V=0.101m³工程项目及名称单位工程数量计算式门洞过梁m³0.173同二层：V=0.173m³窗过梁m³2.949LC1:V=0.098m³LC2:V=0.864m³LC3:V=0.24*0.24*(1.8+0.5)*15=1.987m³合计：2.949m³总计：4.132m³四层过梁m³4.132门过梁m³1.01同二层：V=0.101m³门洞过梁m³0.173同二层：V=0.173m³窗过梁m³2.949LC1:V=0.098m³116 东海科学技术学院本科毕业论文正文LC2:V=0.864m³LC3:V=0.24*0.24*(1.8+0.5)*15=1.987m³合计：2.949m³总计：4.132m³过梁模板m²186.497S=16.475*11.32=186.497m²扣除墙体一层扣240外墙m³2.994BLMQ1:V=0.374m³BLMQ4:V=0.24*0.12*(1.2+0.5)=0.049m³BLMQ2:V=0.102m³BLMQ3:V=0.059m³LC:V=LC1+LC2+LC3+LC4=1.947m³BLMC:V=BLMC1+BLMC2+BMC3+BLMC4=0.577m³合计：2.994m³一层扣240内墙m³0.461门洞：V=0.173m³工程项目及名称单位工程数量计算式M3:V=0.24*0.12*(0.9+0.5)=0.029m³FHM7乙：V=0.259m³合计：0.461m³一层扣200内墙m³1.226V=1.751-0.467-M2*2-M1-M3=1.226m³一层扣120内墙m³0.03M1:V=0.12*0.12*(1+0.5)*2=0.03m³一层扣100内墙m³0.051M2:V=0.1*0.12*(0.9+0.5)=0.034m³M3:V=0.1*0.12*(0.9+0.5)=0.017m³合计：0.051m³二层扣240外墙m³2.638LC:V=LC1+LC2+LC3+LC5=2.638m³二层扣240内墙m³0.432门洞：V=0.173m³116 东海科学技术学院本科毕业论文正文FHM7乙：V=0.259m³合计：0.432m³二层扣100内墙m³0.034M2:V=0.034m³二层扣200内墙m³0.717V=3.821-0.432-0.034-2.638=0.717m³三层扣240外墙m³2.949V=LC1+LC2+LC3=2.949m³三层扣240内墙m³0.432门洞：V=0.173m³FHM7乙：V=0.259m³合计：0.432m³三层扣100内墙m³0.034M2:V=0.034m³三层扣200内墙m³0.717V=3.821-0.432-0.034-2.638=0.717m³四层扣240外墙m³2.949V=LC1+LC2+LC3=2.949m³四层扣240内墙m³0.432门洞：V=0.173m³FHM7乙：V=0.259m³合计：0.432m³工程项目及名称单位工程数量计算式四层扣100内墙m³0.034M2:V=0.034m³四层扣120内墙m³0.717V=3.821-0.432-0.034-2.638=0.717m³楼梯、栏板C30泵送商品砼楼梯m²83.211楼梯Am²49.452一层：S=(1.43+0.1)*(2.52+1.65+1.2)=8.216m²二层：S=（1.43+0.1）*(2.8+1.65+1.2)+(3.3-0.24)*1.61=13.572m²三层：S=（3.3-0.24）*（1.61+3.92+0.53）=9.12m²四层：S=(3.3-0.24)*(1.61+2.8+1.65)=18.544m²合计：49.452m²楼梯Bm²33.759一层：S=(1.38+0.1)*（3.08+1.55）=6.852m²116 东海科学技术学院本科毕业论文正文三层~四层：S=(3.2-0.24)*(2.7+1.82+1.54)=17.938m²合计：33.759m²总计：83.211m²楼板模板m²166.422S=83.211*2=166.422m²C20栏板（泵送）m³19.415V=(0.45*0.6+0.06*0.06)*(46.44-7.8-0.12+16.44-0.24)+（46.44-7.8）*（0.9*0.12+0.06*0.06*2）=19.415m³栏板模板m²81.543V=19.415*4.2=81.543m²雨棚、空调板C20泵送商品砼雨棚m³3.045V=3.045m³雨棚模板m²12.789S=3.045*4.2=12.789m²C20泵送商品砼空调板m³2.761一层m³0.393空调板二：V=0.7*(1.26-0.24)*0.11*5=0.393m³工程项目及名称单位工程数量计算式二层m³0.632空调板一：V=0.7*(1.26-0.24)*0.11*6=0.471m³空调板四：V=0.96*(1.5-0.72)*0.11*2=0.161m³合计：0.632m³三层m³0.868空调板一：V=0.7*(1.26-0.24)*0.11*9=0.707m³空调板四：V=0.96*(1.5-0.72)*0.11*2=0.161m³合计：0.868m³四层m³0.868空调板一：V=0.7*(1.26-0.24)*0.11*9=0.707m³空调板四：V=0.96*(1.5-0.72)*0.11*2=0.161m³合计：0.868m³总计:2.761m³空调板模板m²11.596S=2.761*4.2=11.596m²门窗工程116 东海科学技术学院本科毕业论文正文木门m²198.03M1：S=165.9m²M2:S=15.12m²M3:S=3.78m²M4:S=10.08m²M5:S=3.15m²合计：198.03m²木质乙级防火门m²28.35FHM7乙：28.35m²木质丙级防火门m²8.64FHM9丙：8.64m²明框玻璃幕墙m²34.115BLMC2：S=20.615m²BLMC3:S=9.9m²LM6:S=3.6m²工程项目及名称单位工程数量计算式合计：34.115m²隐框玻璃幕墙m²76.11BLMC1：S=60.63m²BLMC4:S=15.48m²合计：76.11m²铝合金节能磨砂玻璃窗m²14.4LC1：S=14.4m²铝合金节能窗m²266.22LC2:S=108m²LC3:S=129.6m²LC4:S=2.7m²LC5:S=25.92m²合计：266.22m²扣除墙体扣240外墙m³94.256V=392.735*0.24=94.256m³116 东海科学技术学院本科毕业论文正文扣240内墙m³2.678V=4.16*0.24=2.678m³扣200内墙m³40.572V=202.86*0.20=40.572m³扣100内墙m³1.701V=0.1*17.01=1.701m³扣120内墙m³0.252V=0.12*2.1=0.252m³其他混凝土构件楼梯翻边（C20素砼）m³0.195V=0.1*0.1*3.3*3+0.1*0.1*3.2*3=0.195m³翻边模板m²0.819S=0.195*4.2=0.819m²女儿墙挑檐（C20素砼）m³0.18V=0.06²*[(17.64-0.24)*2+(7.8-0.24)*2]=0.180m³挑檐模板m²0.756S=0.18*4.2=0.756m²屋面上人孔壁m³0.576V=(0.24*0.6+0.1*0.1)*[(0.6+0.24)+(7.8-0.24)*2]*2=0.579m³上人孔壁模板m²1.674S=0.18*9.3=1.674m²工程项目及名称单位工程数量计算式屋面消防水箱m³2.285V=0.25*0.12*2*2+（2.5-0.24）*0.12*2*2=2.285m³水箱模板m²21.251S=2.285*9.3=21.251m²地圈梁翻边（C20素砼）m³7.1V=7.1m³地圈梁模板m²29.82S=7.1*4.2m²墙体240外墙m³393.237V=[46.44*2+（17.64-0.24）+(1.2-0.12)*2+(16.44-0.24)]*(14.7+0.6)*0.24+0.24*[17.64*2+(7.8-0.24)*2]-1.5*2*0.24-107.44=393.237m³240内墙m³141.772一层：V=（2.4+1.2+3.9+6.3*4+7.2+3.2+6.3）*4.4*0.24=58.819m³二层：V=（6.3*5+3.2+3.3+3.2*2）*3.6*0.24=38.362m³三层同二层：V=38.62m³四层:V=(6.3*5+3.2+3.3+3.2*2)*4.4*0.24=46.886m³116 东海科学技术学院本科毕业论文正文合计：141.772m³200内墙m³328.453一层：V=(6.3+2.4+6.3*7+4.5+3.6+7.2*4+3.2+1.1+1.2+1.6+1.1)*4.4*0.2=82.192m³二层：V=(7.8*2+3.2*2+3.3+3.9+7.2*6+6.3*9+1.6+1.2=1.1*2)*3.6*0.2=96.552m³三层：同二层V=96.552m³四层：V=96.552/3.6*4.2=168.966m³加层：V=7.8*2*2.4*0.2=7.488m³合计：328.453m³120内墙m³2.696V=(3.3+1.76+1+0.24)*0.12*3.9-0.252=2.696m³100内墙m³1.52一层：V=[(3.2-0.24)*2+(2.8-0.24)*3.9]*0.1=1.591m³二层：V=(2.8-0.24)*3.6*0.1=0.922m³三层:同二层V=0.922m³工程项目及名称单位工程数量计算式四层：同二层V=0.922m³合计：1.52m³屋面工程40厚细石砼随捣随抹m²747.172S=（7.8-0.24）*（17.64-0.24）+（46.44-7.8-0.24）*（16.44-0.24）-（0.6-0.24）*(0.8-0.24)-2.5*2.5=747.172m²1.5厚油毡一层m²747.172S=747.172m²30厚挤塑聚苯板保温层m³22.415S=747.172*0.03=22.415m³6mm厚（两层）SBS改性沥青防水卷材一道m²1502.24S=[(0.6+0.33+0.12)*(0.6+0.24+0.8+0.24)*2+747.172]*2=1502.24m²平面：S=747.172*2=1494.344m²翻边：S=3.948*2+0.45*[（46.44-7.8-0.24）*2+（16.44-0.24）]*2=99.49m²m²747.172S=747.172m²116 东海科学技术学院本科毕业论文正文20厚1:3水泥砂浆找平层≧30厚2%坡度1:8水泥加气砼碎料实铺找坡m²747.172S=747.172m²上人口个19吨屋顶防水箱个1楼地面工程一层卫生间地面100厚碎石垫层素土夯实m³3.454V=[(6.3-0.24)*(3.2*2-0.24)-(3.2*2-3)*0.24-(3.2*2-0.9*2)*0.1-6.3*0.24]*0.1=3.454m³工程项目及名称单位工程数量计算式100厚C20砼垫层m²34.542S=[(6.3-0.24)*(3.2*2-0.24)-(3.2*2-3)*0.24-(3.2*2-0.9*2)*0.1-6.3*0.24]=34.542m²1.5厚聚氨酯脂肪防水涂膜（3次）m²103.626S=34.542*3=103.626m²1:2水泥砂浆找坡m²34.542S=34.542m²门厅办公室地面100厚碎石垫层素土夯实m³591.7V=[(7.8-0.24)*(17.64-0.24)+(2.8-0.2)*(6.3-0.24)-(2.4-0.24)*(46.44-0.24)+(3.6-0.2)*(6.3-0.22)+(7.2-0.2)*(6.3-0.22)*6+(3-0.24)*(3.9-0.12)+(3.9-0.24)*(3.42-0.24)+(7.2-0.24)*(6.3-0.24)+(3.2-0.22)*(6.3-0.22)-(2.8-0.2-0.9)*0.1-(1.2-0.12)*0.1-(1.1-0.08)*0.1-(1.6-0.12)*0.1-(1.1-0.24)*0.1-(3.3-0.1)*0.12-(1.76+0.24)*0.12+0.2*1*11+1.5*0.24*2+1.5*0.24*3+0.9*0.2+1.5*0.2+0.6*0.24+0.6*0.2+1.5*0.24+3*0.24+6.65*0.24+1.5*0.24=591.7m³100厚C20钢筋砼m²591.615S=591.615m²300厚细石砼m²591.615S=591.615m²116 东海科学技术学院本科毕业论文正文二层卫生间地面30厚C20细石砼随捣随抹（掺水泥量5%的VC-微晶水泥砂浆防水剂）m²34.542同一层：S=34.542m²其他房间30厚细石砼垫层m²34.542S=591.615+(1.76+0.24)*0.12+(3.3-0.1)*0.12+(3.9-0.24)*0.24-0.9*0.2-15*0.24+（6.3-0.22）*0.2+0.1*(2.8-0.9-0.1)-(3.2*2-3.6-0.2)*0.2=593.453m²20厚混合砂浆m²593.453S=593.453m²三层卫生间地面30厚C20细石砼随捣随抹（掺水泥量5%的VC-微晶水泥砂浆防水剂）m²34.542同一层：S=34.542m²工程项目及名称单位工程数量计算式30厚细石砼垫层m²34.542S=591.615+(1.76+0.24)*0.12+(3.3-0.1)*0.12+(3.9-0.24)*0.24-0.9*0.2-15*0.24+（6.3-0.22）*0.2+0.1*(2.8-0.9-0.1)-(3.2*2-3.6-0.2)*0.2=593.453m²20厚混合砂浆m²593.453S=593.453m²四层卫生间地面30厚C20细石砼随捣随抹（掺水泥量5%的VC-微晶水泥砂浆防水剂）m²34.542同一层：S=34.542m²30厚细石砼垫层m²34.542S=591.615+(1.76+0.24)*0.12+(3.3-0.1)*0.12+(3.9-0.24)*0.24-0.9*0.2-15*0.24+（6.3-0.22）*0.2+0.1*(2.8-0.9-0.1)-(3.2*2-3.6-0.2)*0.2=593.453m²20厚混合砂浆m²593.453S=593.453m²踢脚线116 东海科学技术学院本科毕业论文正文楼梯间、卫生间800*800抛光砖踢脚线m²78.51S=13.312=65.198=78.51m²120高成品实木踢脚线m²105.288S=105.288m²墙体工程外墙20厚水泥砂浆m²1638.488S=393.237/0.24=1638.488m²30厚膨胀聚苯板m³49.155V=1638.488*0.03=49.155m³5厚聚合物抗裂砂浆m²1658.488S=393.237/0.24=1638.488m²防面砖质感涂料m²1638.488S=1638.488m²内墙卫生间内墙m²179.908一层：S=[(3.2*2*2)+(6.3*3)*0.24+(3.2*2-0.24)*0.1-1.5*2-0.9*2]*3.9-1.2*1.5*2=45.29m²二层：S=12.536*3.6-1.2*1.5*2=41.530m²工程项目及名称单位工程数量计算式三层：S=12.536*3.6-1.2*1.5*2=41.530m²四层：S=12.536*4.4-1.2*1.5*2=51.558m²合计：179.908m²12厚1:3水砂分层赶平m²179.9096厚1：2水砂面层m²179.9095厚抗渗防潮砂浆m²2270.648S=179.909+2090.739=2270.648m²其他墙体m²2090.739S=141.772/0.24+328.453/0.2+1.52/0.1-179.909=2090.739m²一地两度乳胶漆饰面m²6272.217S=2090.739*3=6272.217m²116 东海科学技术学院本科毕业论文正文2厚白水泥加建筑胶满批腻子打光m²2090.739S=141.772/0.24+328.453/0.2+1.52/0.1-179.909=2090.739m²6厚混合砂浆光面m²2090.739S=141.772/0.24+328.453/0.2+1.52/0.1-179.909=2090.739m²14厚1:1:6混合砂浆分层赶平m²2090.739S=141.772/0.24+328.453/0.2+1.52/0.1-179.909=2090.739m²雨篷YP1个1S=3.3*10.62=35.045m²YP2个1S=8.96*3.3=29.568m²YP3个1S=2.4*1.52=3.648m²脚手架工程综合脚手架m²3616.443S=3616.443m²水箱脚手架座1H=2m²垂直运输工程m²3754.035建筑面积S=3616.443m²加层建筑面积S=7.8*17.64=137.592m²工程项目及名称单位工程数量计算式合计:3754.035m²室外工程室外台阶m³11.308V=7.2*0.3*0.15*3+7.2*2.52%0.45+0.5*3.12*0.45*0.3+2.4*0.3*0.15*3+2.4*1.4*0.45+0.5*2.3*0.45*0.24=11.308m³台阶模板m²47.494S=11.308*4.2=47.494m²116 东海科学技术学院本科毕业论文正文116 东海科学技术学院本科毕业论文正文1.钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1桩基础A80.5639319.5126.162C201.778213250.81619.004CT-1：钢筋笼B100.8510891.856.645CT-26上部受力筋B122.12854114.91102.107下部受力筋C222.12872153.22457.568侧壁箍筋B124.6472334.08296.829拉筋B101.155288332.64205.2410箍筋（加密）B101.53654.0033.3211CT-3：受力筋C253.15216680.42622.2512CT-4：受力筋C203.12006201530.1613JL-1-：~14上部受力筋C227.2321.664.515下部受力筋C226.21318.6355.6316拉筋B120.52621.0520.9417A80.424156.362.518箍筋A83.40430102.1240.3319JL-1-：~20上部受力筋C225.64316.9250.5321下部受力筋C224.98314.9444.6222拉筋B120.52621.0520.9423A80.42493.8161.5124箍筋A83.4042274.8929.5825JL-1-：~26上部受力筋C226.44319.3257.727下部受力筋C225.78317.3451.7928拉筋B120.52621.0520.9430箍筋A83.4042688.50434.9531JL-1-：~32上部受力筋C226.44319.3257.733下部受力筋C225.78317.3451.7934拉筋B120.52621.0520.94116 东海科学技术学院本科毕业论文正文36箍筋A83.4042688.50434.9537JL-1-：~38上部受力筋C226.44319.3257.7本页小计:　273.68697.885663.23钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1下部受力筋C225.78317.3451.792拉筋C120.52621.0520.943A80.424114.6641.854箍筋A83.4042688.50434.955JL-1-：~6上部受力筋C226.44319.3257.77下部受力筋C225.78317.3451.798拉筋B120.52621.0520.949A80.424114.6641.8510箍筋A83.4042688.50434.9511JL-1-:~12上部受力筋C222.6437.9223.6613下部受力筋C221.9835.9417.7414拉筋B120.52621.0520.9415A80.42420.8480.3416箍筋A83.404723.8289.4117JL-1-:~18上部受力筋C227321.0062.7219下部受力筋C226.34319.0256.8020拉筋B120.52621.0520.9421A80.424135.5122.1822箍筋A83.4042998.71638.9923JL-1-:~24上部受力筋C222.5237.5622.5825下部受力筋C221.8635.5816.6726拉筋B120.52621.0520.94　116 东海科学技术学院本科毕业论文正文27A80.42410.4240.1728箍筋A83.404620.4248.07　29JL-1-:~30上部受力筋C223.48310.4431.18　31下部受力筋C222.8238.4625.2732拉筋B120.52621.0520.94　33A80.42441.6960.67　34箍筋A83.4041137.4525.82　35JL-1-:~　36上部受力筋C226.98320.9462.54　37下部受力筋C226.32318.9656.6238拉筋B120.52621.0520.94　本页小计:　　159.256.58537.06钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1A80.424135.5125.5122箍筋A81.762951.0520.163JL-1-:~4上部受力筋C226.44319.3257.705下部受力筋C225.78317.3451.796拉筋B120.52621.0520.947A80.424114.6641.858箍筋A83.4042688.50434.959JL-1-:~10上部受力筋C222.6437.9223.6611下部受力筋C221.9835.9417.7412拉筋B120.52621.0520.9413A80.42420.8480.3414箍筋A83.404723.8289.4115JL-1-:~16上部受力筋C227.16321.4864.1517下部受力筋C226.5319.558.2418拉筋B120.52621.0520.94116 东海科学技术学院本科毕业论文正文19A80.424135.5122.1820箍筋A83.40430102.1240.3321JL-1-:~22上部受力筋C222.6237.8623.4823下部受力筋C221.9235.7617.2124拉筋B120.52621.0520.9425A80.42420.8480.3426箍筋A83.404723.8289.4127JL-1-:~28上部受力筋C223.2239.6628.8529下部受力筋C222.5637.6822.9430拉筋B120.52621.0520.9431A80.40431.2720.5132箍筋A83.4041034.0413.4533JL-1-:~34上部受力筋C226.48319.4458.0635下部受力筋C225.82317.4652.1536拉筋B120.52621.0520.9437A80.424114.6641.8538箍筋A83.4042688.50434.95本页小计:175.2425.64475.97钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1JL-1-:~2上部受力筋C226.44319.3257.703下部受力筋C225.78317.3451.794拉筋B120.52621.0520.945A80.424114.6641.856箍筋A83.4042688.50434.957JL-1-:~8上部受力筋C222.6437.9223.669下部受力筋C221.9835.9417.7410拉筋B120.52621.0520.94116 东海科学技术学院本科毕业论文正文11A80.42420.8480.3412箍筋A83.404723.8289.4113JL-1-:~14上部受力筋C223,497310.49131.3315下部受力筋C222.83738.51125.4216拉筋B120.52621.0520.9417A80.42441.6960.6718箍筋A83.404114.6641.8519JL-1-:~20上部受力筋C224.747314.24142.5221下部受力筋C224.087312.26136.6222拉筋B120.52621.0520.9423A80.42472.9681.1824箍筋A83.4241861.27224.2025JL-1-:~26上部受力筋C224.62313.8641.3927下部受力筋C223.96311.8835.4828拉筋B120.52621.0520.9429A80.42462.5441.0130箍筋A83.4041551.0620.1731JL-1-:~32上部受力筋C224.62313.8641.3933下部受力筋C223.96311.8835.4834拉筋B120.52621.0520.9435A80.42462.5441.0136箍筋A83.4041551.0620.1737JL-1-:~38上部受力筋C224.62313.8641.39本页小计:　　95.634.7440.52钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1下部受力筋C223.96311.8835.482拉筋B120.52621.0520.94116 东海科学技术学院本科毕业论文正文3A80.42462.5441.014箍筋A83.4041551.0620.175JL-1-:~6上部受力筋C224.62313.8641.397下部受力筋C223.96311.8835.488拉筋B120.52621.0520.949A80.42462.5441.0110箍筋A83.4041551.0620.1711JL-1-:~12上部受力筋C224.62313.8641.3913下部受力筋C223.96311.8835.4814拉筋B120.52621.0520.9415A80.42462.5441.0116箍筋A83.4041551.0620.1717JL-1-:~18上部受力筋C225.24315.7246.9519下部受力筋C224.58313.7441.0420拉筋B120.52621.0520.9421A80.42483.3921.3422箍筋A83.4042068.0826.8923JL-2-/2:~24上部受力筋C225.18420.7261.87625下部受力筋C224.52418.0854.0026拉筋B120.52642.1041.8727A80.424166.7842.6828箍筋A83.5042070.0827.6829JL-2-:~30上部受力筋C224.72418.8856.3931下部受力筋C224.06416.2448.5032拉筋B120.52642.1041.8733A80.424145.9362.3534箍筋A83.5041759.56823.5335JL-1-:~36上部受力筋C225.98423.9271.4437下部受力筋C225.32421.2863.5538拉筋B120.52642.1041.87本页小计:　　148.019.37632.966116 东海科学技术学院本科毕业论文正文钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1A80.424208.483.352箍筋A83.5042484.09633.213JL-2-:~4上部受力筋C226.18424.7273.835下部受力筋C225.52422.0865.946拉筋B120.52642.1041.877A80.424229.3283.698箍筋A83.5042587.634.609JL-2-:~10上部受力筋C226.98427.9283.3811下部受力筋C226.32425.2875.5012拉筋B120.52642.1041.8713A80.4242611.0244.3614箍筋A83.50429101.61640.1315JL-2-:~16上部受力筋C227.274429.09686.8917下部受力筋C226.614426.45679.0118拉筋B120.52642.1041.8719A80.4242611.0244.3620箍筋A83.50430105.1241.5121JL-2-:~22上部受力筋C226.22424.8874.3023下部受力筋C225.56422.2466.4224拉筋B120.52642.1041.8725A80.424229.3283.6926箍筋A83.5042587.634.627JL-2-:~28上部受力筋C226.12424.4873.1129下部受力筋C225.46421.8465.2330拉筋B120.52642.1041.8731A80.424208.483.3532箍筋A83.5042484.09633.21116 东海科学技术学院本科毕业论文正文33JL-2-:~34上部受力筋C226.12424.4873.1135下部受力筋C225.46421.8465.2336拉筋B120.52642.1041.8737A80.424208.483.3538箍筋A83.5042484.09633.21本页小计:　276.6211.22881.95钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1JL-2-:~2上部受力筋C226.12424.4873.113下部受力筋C225.46421.8465.234拉筋B120.52642.1041.875A80.424208.483.356箍筋A83.5042484.09633.217JL-2-:~8上部受力筋C226.12424.4873.119下部受力筋C225.46421.8465.2310拉筋B120.52642.1041.8711A80.424208.483.3512箍筋A83.5042484.09633.2113JL-2-:~14上部受力筋C226.12424.4873.1115下部受力筋C225.46421.8465.2316拉筋B120.52642.1041.8717A80.424208.483.3518箍筋A83.5042484.09633.2119JL-2-:~20上部受力筋C226.12424.4873.1121下部受力筋C225.46421.8465.2322拉筋B120.52642.1041.8723A80.424208.483.3524箍筋A83.5042484.09633.2125JL-3-:~116 东海科学技术学院本科毕业论文正文26上部受力筋C184.38313.1426.2727下部受力筋C223.96311.8835.4828拉筋B120.52621.0520.9429A80.42472.9681.1830箍筋A83.4041757.86822.8131DL-1:~/232上部受力筋B121.122022.419.9133下部受力筋B140.822016.419.8334箍筋A82.5842051.6820.4135DL-1:/2~36上部受力筋B121.5523.12.7637下部受力筋B141.2522.53.0338箍筋A82.584512.925.11本页小计:　195.7553.95615.11钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1DL-1:~/22上部受力筋B121.54823.0962.763下部受力筋B141.24822.4963.024箍筋A82.584512.925.115DL-2:~6上部受力筋B144.4428.8810.747下部受力筋B164.0828.1612.898箍筋A82.5841846.51218.379DL-2:~/210上部受力筋B143.3426.688.0811下部受力筋B162.9825.969.4212箍筋A82.5841333.59213.2713DL-2:~/214上部受力筋B143.8427.689.2915下部受力筋B163.4826.9611.0016箍筋A82.5841538.7615.3117DL-2:/2~18上部受力筋B143.5527.18.59116 东海科学技术学院本科毕业论文正文19下部受力筋B163.1726.3410.0220箍筋A82.5841436.17614.2921DL-2:~22上部受力筋B143.8627.729.3423下部受力筋B163.5027.0011.0624箍筋A82.5841641.34416.3325DL-3:~26上部受力筋B163.86623.1636.5927下部受力筋B163.38620.2832.0428箍筋A82.5843077.5230.6229DL-4:~30上部受力筋B147.56430.2436.5731下部受力筋C207.32429.2872.2732箍筋A81.66368113.0944.6633DL-4:~/234上部受力筋B144.14416.5620.0335下部受力筋C203.9415.638.5136箍筋A81.6633456.54222.3337DL-4:~/238上部受力筋B144.1428.2810.02本页小计:　　180.29241.46110.78钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1下部受力筋C203.927.819.262箍筋A81.6631732.17111.173拉筋B120.526105.264.684A80.4243012.725.035A80.424145.942.356A80.42472.971.187DL-5:~8上部受力筋B188.7326.152.189下部受力筋B188.16324.4848.9410拉筋B120.52621.0520.9411A80.424208.483.35116 东海科学技术学院本科毕业论文正文12箍筋A81.9593976.40130.1713DL-5:~14上部受力筋B187.18321.5443.0715下部受力筋B186.64319.9239.8316拉筋B120.52621.0520.9417A80.424145.9362.3418箍筋A81.9593160.72923.9919DL-5:~20上部受力筋B187.981295.76191.4321下部受力筋B187.441289.28179.4722拉筋B120.52684.2083.7423A80.4247230.52812.0624箍筋A81.959140274.26108.3025DL-5:~26上部受力筋B184.1312.324.5927下部受力筋B183.56310.6821.3628拉筋B120.52621.0520.9429A80.42462.5441.0130箍筋A81.9591631.34412.3831DL-6-~/2:~32上部受力筋B166.16955.4487.5733下部受力筋B165.68951.1280.7434拉筋B120.52666.3125.6435A80.4243313.9925.5336箍筋A81.66378129.71451.2337本页小计:　　270.09786.0619.26钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1DL-6-~/2:~2上部受力筋B166.16318.4829.193下部受力筋B165.68317.0426.92116 东海科学技术学院本科毕业论文正文4拉筋B120.52622.1041.885A80.424114.6641.856箍筋A81.6632643.23817.087DL-6-:~8上部受力筋B163.2639.7815.459下部受力筋B162.7838.3413.1810拉筋B120.52622.1041.8811A80.42441.6960.6712箍筋A816631219.9567.8913DL-6-:~14上部受力筋B163.86311.5818.315下部受力筋B163.38310.1416.0216拉筋B120.52622.1041.8817A80.42462.5441.0118箍筋A81.6631524.9459.8619DL-6-:~20上部受力筋B167.16642.9667.8621下部受力筋B166.68642.9663.3122拉筋B120.52622.1041.8823A80.4242811.8724.6924箍筋A81.66362103.10640.7225KZ1:承台面~3.8726受力筋C226.4981490.98271.7027箍筋B105.72449280.476173.0628拉结筋A60.99421.8880.4229KZ1:3.87~11.0730受力筋C225.22828146.384437.1531箍筋B105.587272402.27248.2132拉结筋A60.94443.7160.8433KZ1:11.07~14.734受力筋C225.2581473.612219.8335箍筋B105.587237206.7264127.5636拉结筋A60.99421.8880.4237本页小计:　　85.45806.58928.68116 东海科学技术学院本科毕业论文正文钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1KZ1:14.7~17.72受力筋C225.22828146.384437.153箍筋B105.587272402.27248.214拉结筋A60.94443.7160.845KZ2:承台面~3.876受力筋C206.3528177.8438.827箍筋B105.587236201.1392124.118拉结筋A60.94443.7160.849KZ2:3.87~11.0710受力筋C205.0856284.48702.1011箍筋（加密）B105.587224134.10119.1212箍筋（非加密）B105.587256312.89193.0513拉结筋A60.94487.5521.6814KZ2:11.07~14.715受力筋C205.1128143.08353.1316箍筋（加密）B105.58721444.697627.5817箍筋（非加密）B105.587228156.441696.5218拉结筋A60.94487.5521.6819KZ2:14.7~17.720受力筋C205.0856284.48702.1021箍筋（加密）B105.587224134.10119.1222箍筋（非加密）B105.587256312.89193.0523拉结筋A60.94487.5521.6824KZ3:承台面~3.8725受力筋C206.35850.8125.3826C166.054424.21638.2527箍筋（加密）B103.9641767.38841.5828箍筋（非加密）B103.9641663.42439.1429拉结筋A60.94421.8880.4230KZ3:3.87~11.0731受力筋C205.081681.28200.6032C164.7841257.40890.6833箍筋（加密）A83.82721245.926428.3434箍筋（非加密）A83.827228107.161642.32116 东海科学技术学院本科毕业论文正文35拉结筋A60.94443.7760.8436KZ3:11.07~14.737受力筋C205.11840.88100.938C164.814628.88445.63本页小计:　　78.641201.483234.74钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1箍筋（加密）A83.8272626.8010.582箍筋（非加密）A83.82721557.40822.673拉结筋A60.94421.8880.424KZ3:14.7~17.75受力筋C205.08840.64100.36C164.7846114.81645.347箍筋（加密）A83.8272622.963214.178箍筋（非加密）A83.82721453.580821.169拉结筋A60.94421.8880.4210KZ4:承台面~3.8711受力筋C256.72853.76207.3212C226.498638.988116.4313箍筋（加密）B104.2641772.48844.7314箍筋（非加密）B104.2641668.22442.1015拉结筋A60.94421.8880.4216KZ4:3.87~7.4717受力筋C225.228841.824124.9018C184.932419.72839.4419箍筋（加密）B104.264625.58415.7920箍筋（非加密）B104.2641459.69636.8421拉结筋A60.94421.8880.4222KZ4:7.47~11.0723受力筋C184.932419.72839.4424C164.784838.27260.4625箍筋（加密）A83.5672621.40328.4626箍筋（非加密）A83.56721449.940819.73116 东海科学技术学院本科毕业论文正文27拉结筋A60.94421.8880.4228KZ4:11.07~14.729受力筋C184.932419.72839.4430C164.784838.27260.4631箍筋（加密）A83.2272619.36327.6532箍筋（非加密）A83.33721445.180817.8533拉结筋A60.94421.8880.4234KZ4:14.7~17.735受力筋C184.932419.72839.4436C164.784838.27260.4637箍筋（加密）A83.2272619.36327.6538箍筋（非加密）A83.33721445.180817.85本页小计:　　150.29139.46933.43钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1拉结筋A60.94421.8880.422　KZ5:承台面~3.873受力筋C226.498851.984155.244C206.35425．462.695箍筋（加密）A83.9641767.38826.626箍筋（非加密）A83.9641663.42425.057拉结筋A60.94421.8880.428　KZ5:3.87~11.079受力筋C184.932839.45678.8810C164.7841676.544121.6611箍筋（加密）A84.07441248.892819.3112箍筋（非加密）A84.074428114.083245.0513拉结筋A60.94443.7760.8414　KZ5:11.07~14.715受力筋C184.964839.71279.3916C164.814419.25630.4217箍筋（加密）A83.2272722.59048.9318箍筋（非加密）A83.22721548.40819.12116 东海科学技术学院本科毕业论文正文19拉结筋A60.94421.8880.4220　KZ5:14.7~17.721受力筋C184.934839.47278.9122C164.784419.13630.4223箍筋（加密）A83.2272619.36327.6524箍筋（非加密）A83.22721445.182217.8525拉结筋A60.94421.8880.4226KZ6:承台面~3.8727受力筋C226.49832207.936620.9628C186.2021699.232198.4029箍筋（加密）B103.66468249.152153.7630箍筋（非加密）B103.66464234.496144.7231拉结筋A60.94487.5521.6832KZ6:3.87~11.0733受力筋C205.0864325.12802.434C164.78432153.088241.8435箍筋（加密）A83.527248169.305666.8836箍筋（非加密）A83.5272112395.0464156.0037拉结筋A60．9441615.1043.3638本页小计:　　400.02298.482501.21钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1KZ6:11.07~14.72受力筋C205.1132163.52100.93C164.8141677.02447.534箍筋（加密）A83.22722890.361635.695箍筋（非加密）A83.22722477.452830.596拉结筋A60.94487.5521.687KZ7:承台面~3.878受力筋C206.351276.2188.079C186.20424148.896297.6610箍筋（加密）B103.227251164.59101.5611箍筋（非加密）B103.227248154.905695.58116 东海科学技术学院本科毕业论文正文12拉结筋A60.94465.6641.2613KZ7:3.87~11.0714受力筋C205.0824121.92300.915C184.93448236.832473.4516箍筋（加密）B103.227236116.179271.6917箍筋（非加密）B103.227284271.0848167.2618拉结筋A60.9441211.32482.5219KZ7:11.07~14.720受力筋C164.81436173.304273.7421箍筋（加密）B103.22722167.771236.8022箍筋（非加密）B103.227245145.22457.3523拉结筋A60.94465.6641.2624KZ8:承台面~3.8725受力筋C206.35425.462.6926C186.204449.63299.2227箍筋（加密）B104.20449208.936128.9228拉结筋A60.94421.8880.4229KZ8:3.87~11.0730受力筋C205.08420.3250.1531C184.934419.73639.4532C164.184416.73626.4433箍筋（加密）A83.5272621.16328.3634箍筋（非加密）A83.52721449.380819.5035拉结筋A60.94421.8880.4236KZ8:11.07~14.737受力筋C205.11420.4450.4538C184.937419.74839.48本页小计:　　101.7659.162050.13钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1C164.787419.14830.252箍筋（加密）A83.2272722.59048.923箍筋（非加密）A83.22721548.40819.12116 东海科学技术学院本科毕业论文正文4拉结筋A60.94421.8880.425KZ9:承台面~3.876受力筋C206.35425.462.697C186.204849.63299.228箍筋（加密）A83.52721759.9723.689箍筋（非加密）A83.52721656.435222.2910拉结筋A60.94421.8880.4211KZ9:3.87~11.0712受力筋C184.8024419.209638.4113C164.784838.27260.4614箍筋（加密）A83.5272621.16328.3615箍筋（非加密）A83.52721449.380819.516拉结筋A60.94421.8880.4217KZ9:11.07~14.718受力筋C184.937419.74839.4819C164.787838.29660.8720箍筋（加密）A83.2272722.59048.9221箍筋（非加密）A83.22721548.40819.1222拉结筋A60.94421.8880.4223KZ10:承台面~3.8724受力筋C206.3536228.6564.1925箍筋（加密）A83.527251179.887271.0426箍筋（非加密）A83.527248169.305666.88627拉结筋A60.99465.6641.2628KZ10:3.87~7.4729受力筋C205.0836182.88451.3530箍筋（加密）A83.52721863.489625.0831箍筋（非加密）A83.527242148.142458.5032拉结筋A60.94465.6641.2633KZ10:7.47~11.0734受力筋C184.80241257.6288115.2135C164.78424114.816181.3636箍筋（加密）A83.52721863.489625.0837箍筋（非加密）A83.527242148.142458.5038拉结筋A60.94465.6641.26本页小计:　　440.45601703.49116 东海科学技术学院本科毕业论文正文钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1KZ10:11.07~14.72受力筋C184.9641259.568119.093C164.81424115.536182.504箍筋（加密）A83.22722167.771226.775箍筋（非加密）A83.227245145.22457.356拉结筋A60.94465.6641.267KZ11:承台面~3.878受力筋C256.72853.76207.329C206.35425.462.6910箍筋（加密）B103.8081764.73639.9511箍筋（非加密）B103.8081660.92837.6012拉结筋A60.94421.8880.4213KZ11:3.87~7.4714受力筋C255.228841.824124.915C184.932419.72839.4416箍筋（加密）B103.208619.24811.8817箍筋（非加密）B103.2081444.91227.7218拉结筋A60.94421.8880.4219KZ11:7.47~11.0720受力筋C205.08420.3250.1521C184.932419.72839.4422C164.784419.13630.22523箍筋（加密）A83.5272621.16328.3624箍筋（非加密）A83.52721449.380819.5025拉结筋A60.94421.8880.4226KZ11:11.07~14.727受力筋C184.962839.69679.3628C164.814419.25630.4229箍筋（加密）A83.2272722.59048.9330箍筋（非加密）A83.22721651.635220.3931拉结筋A60.94421.8880.4232KZ12:承台面~3.8733受力筋C256.7216107.52414.624116 东海科学技术学院本科毕业论文正文34C206.35850.8125.3835箍筋（加密）A84.26434144.97657.2536箍筋（非加密）A84.62632148.03258.4637拉结筋A60.94443.7760.8438本页小计:　　260.79117.151505.539钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1KZ12:3.87~7.472受力筋C255.45843.6168.143C225.228841.824124.904C184.932839.45678.885箍筋（加密）B103.6641243.96827.136箍筋（非加密）B103.66428102.59263.307拉结筋A60.9443.7760.848KZ12:7.47~11.079受力筋C184.96224119.088238.0710箍筋（加密）A83.52721449.380819.5011箍筋（非加密）A83.527230105.81641.7912拉结筋A60.9443.7760.8413KZ12:11.07~14.714受力筋C184.9621679.392158.7215C164.814838.51260.8416箍筋（加密）A83.22721449.380819.517箍筋（非加密）A83.227230105.81641.7918拉结筋A60.9443.7760.8419KZ13:承台面~3.8720受力筋C256.72853.76207.3221C224.498851.984155.2422C186.202849.61699.1923箍筋（加密）B103.6641762.28824.6024箍筋（非加密）B103.6641658.62423.1525拉结筋A60.94443.7760.8426KZ13:3.87~7.47116 东海科学技术学院本科毕业论文正文27受力筋C255.45843.6168.1428C225.228841.824124.9029C184.932839.45678.8830箍筋（加密）B103.6641243.96827.1331箍筋（非加密）B103.66428102.59263.3032拉结筋A60.94443.7760.8433KZ13:7.47~11.0734受力筋C205.081681.28200.6035C184.932839.45678.8836箍筋（加密）A83.52721242.326416.7237箍筋（非加密）A83.52722898.761639.0038拉结筋A60.94443.7760.84本页小计:　183.34228.611942.7钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1KZ13:11.07~14.72受力筋C184.96224119.088238.073箍筋（加密）A83.22721445.180817.854箍筋（非加密）A83.22723096.81638.245拉结筋A60.94443.7760.846KZ13:承台面~3.877受力筋C256.72853.76207.328C224.498851.984155.249C186.202849.61699.1910箍筋（加密）B103.6641762.28824.6011箍筋（非加密）B103.6641658.62423.1512拉结筋A60.94443.7760.8413KZ13:3.87~11.0714受力筋C205.081681.28200.6015C184.932839.45678.8816箍筋（加密）A83.52721242.326416.7217箍筋（非加密）A83.52722898.761639.0018拉结筋A60.94443.7760.84116 东海科学技术学院本科毕业论文正文19KZ13:11.07~14.720受力筋C184.96224119.088238.0721箍筋（加密）A83.22721445.180817.8522箍筋（非加密）A83.22723096.81638.2423拉结筋A60.94443.7760.8424KZ14:承台面~3.8725受力筋C256.72853.76207.3226C224.498851.984155.2427C186.202849.61699.1928箍筋（加密）B103.6641762.28824.6029箍筋（非加密）B103.6641658.62423.1530拉结筋A60.94443.7760.8431KZ14:3.87~11.0732受力筋C205.08840.72100.533C184.9321678.912157.7634箍筋（加密）A83.52721242.326416.7235箍筋（非加密）A83.52722898.7616390．0036拉结筋A60.94443.7760.8437KZ14:11.07~14.738受力筋C184.9351259.22118.39本页小计:　　579.6695.52055.77钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1箍筋（加密）A83.2272722.59048.932箍筋（非加密）A83.22721548.40819．123拉结筋A60.94421.8880.424KZ15:承台面~3.875受力筋C206.351276.2188.076箍筋（加密）B103.6641762.28838.447箍筋（非加密）B103.6641658.62436.188拉结筋A60.94421.8880.429KZ15:3.87~11.0710受力筋C205.0824121.92300.911箍筋（加密）A83.52721242.326416.72116 东海科学技术学院本科毕业论文正文12箍筋（非加密）A83.52722898.7616390．0013拉结筋A60.94443.7760.8414KZ15:11.07~14.715受力筋C184.963419.85239.6916C164.814838.51260.8417箍筋（加密）A83.2272722.59048.9318箍筋（非加密）A83.22721548.40819.1219拉结筋A60.94421.8880.4220KZ16:承台面~3.8721受力筋C256.72426.88103.6622C206.35425.462.1923C186.202424.80849.6024箍筋（加密）B103.6641762.28838.4425箍筋（非加密）B103.6641658.62436.1826拉结筋A60.94421.8880.4227KZ16:3.87~7.4728受力筋C205.08420.5250.1529C184.932419.72839.4430箍筋（加密）B103.664621.98413.5731箍筋（非加密）B103.6641451.29631.6532拉结筋A60.94421.8880.4233KZ16:7.47~11.0734受力筋C205.08420.3274.8335C184.932839.45678.8836箍筋（加密）A83.5272621.16328.3637箍筋（非加密）A83.52721449.380819.5038拉结筋A60.94421.8880.42本页小计:　　494.04194.461048.25钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1KZ16:11.07~14.72受力筋C184.9851259.22118.393箍筋（加密）A83.2272722.59048.93116 东海科学技术学院本科毕业论文正文4箍筋（非加密）A83.22721548.40819.125拉结筋A60.94421.8880.426主梁：二层7：~8通长筋C202.449.623.709底筋C161.4422.884.5510受扭筋B121.3245.284.7011箍筋A81.82841018.2847.2212：~13通长筋C2015.48461.92152.8214底筋C2014.64573.2180.6615受扭筋B1214.4457.6142.1616支座负筋上C201.1244.4811.0617支座负筋下C180.9632.885.7618支座负筋上C203．8415.237.5219支座负筋下C182.8538.5517.1020支座负筋上C203.8415.237.5221支座负筋下C182.8538.5517.1022支座负筋上C201.1244.4811.0623支座负筋下C180.9632.885.7624箍筋（加密）A82.23844322.11338.7425箍筋（非加密）A82.23845696.251238.0126：~27通长筋C202.449.623.728底筋C161．4422.884.5529受扭筋B121.3245.284.7030箍筋A81.82841018.2847.2231~/2：~32通长筋B121.82423.6483.2533底筋B141.3822.763.3434箍筋A80.758475.30882.1035~/2：~36通长筋B121.82423.6483.2537底筋B141.3822.763.3438箍筋A80.758475.30882.10本页小计:　　93.86164.74651.25116 东海科学技术学院本科毕业论文正文钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1/2：~2通长筋C202.445.613.833底筋C201.5623.127.714箍筋A81.7984916.18566.405/2：~6通长筋C2016.16232.3279.777底筋~C186.6639.679.178底筋~C189.7438.877.579支座负筋C202.74410.9627.0510支座负筋C204.04416.1639.8911支座负筋C204.04416.1639.8912支座负筋C202.74410.9627.0513构造筋B1215.48461.9255.0214箍筋A81.798473131.283251.8515/2：~16通长筋C202.437.217.7717底筋C181.5223.046.0818箍筋A81.7984916.18566.419：~20通长筋C202.449．623.721底筋C161.4422.884.5522受扭筋B121.3222.642.3523箍筋A81.7984916.18566.4024：~25通长筋C2016.18232.3679.8726底筋~/2C2212.07784.49252.3227底筋/2~C224.36313.0839.0728受扭筋B1214.86689.1679.8929支座负筋上C202.21748.86821.8930支座负筋下C181.707535.122510.2531支座负筋上C203.834415.33637.8532支座负筋下C182.87538.62517.2533支座负筋上C203.834415.33637.85116 东海科学技术学院本科毕业论文正文34支座负筋下C182.87538.62517.2535支座负筋/2上C201.64246.56816.2136支座负筋/2下C201.218544.87412.0337支座负筋C201.3568.120.0038箍筋~/2A82.704101273.104107.85本页小计:　　172.5137.261012.27钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1箍筋/2~（非）A81.851018.57.312箍筋/2~（加）A81.851221.68.533：~4通长筋C202.449．623.75底筋C161.4422.884.556受扭筋B121.3222.642.357箍筋A81.7984916.18566.408L102(1)9通长筋B121.3442026.8823.8910底筋B141.4882029.7635.9911箍筋A80.75843022.7528.9912/2：~13通长筋C2016.56233.1281.7514底筋~/2C1811.6669.6139.1415底筋/2~C18441631.9916支座负筋C183.3619.839.5917支座负筋C184.04624.2448.4618支座负筋C184.04416.1632.3119支座负筋/2C182.3149.2418.4820支座负筋C181.4645.8411.6821构造筋B1215.6231.227.7322箍筋A81.478472106.444842.0423：~/224通长筋C2212.384224.76873.9725底筋C2211.46891.68273.7926支座负筋C222.26449.05627.05116 东海科学技术学院本科毕业论文正文27支座负筋C223.868415.47246.2128支座负筋C221.479.829.2729支座负筋/2C221.39779.77529.2130受扭筋B1211.664669.98462.1831箍筋A82.11898207.56481.9732：/2~33通长筋C223.5327.0621.0934底筋C223.86311.5834.5935受扭筋B123.56414.2412.6636支座负筋C221.39745.58816.6937箍筋(加密)A81.79842748.556819.1838箍筋（非加密）A81.798435.39522.14本页小计:　　176.56164.8983.52钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1：~2通长筋C222.54425.08815.203底筋C161.4422.884.554箍筋A81.67841016.1846.635：~6通长筋C167.212214.42422.797底筋C256.81320.4378.798构造筋B126.42212.8411.419箍筋A81.47843145.830418.1010支座负筋C202.62410.4825.8711：~12通长筋C227.124214.24842.5513底筋C206.14424.5660.6214构造筋B125.9211.810.4915支座负筋上C222.50737.52122.4616支座负筋下C181.92523.857.7017支座负筋上C222.50737.52122.4618支座负筋下C181.98535.95514.7019箍筋A81.47845581.31232.11116 东海科学技术学院本科毕业论文正文20：~21通长筋C222.54437.63222.8022底筋C161.4422.884.5523箍筋A81.4784913.30565.2624：~25通长筋C229.884219.76859.0426底筋C228.96871.68214.0627受扭筋B128.66651.9646.1728支座负筋C223.427413.70840.9429支座负筋C225.534422.13666.1130支座负筋C225.534844.272132.2131箍筋A81.998482163.868864.7132：~33通长筋C227.024214.04841.9634底筋C226.1318.354.6535受扭筋B125.8634.830.9236支座负筋上C223.627414.50843.3337支座负筋下C182.7225.4410.8838箍筋（加）A81.99841223.98089.47本页小计:　　129.6598.991014.85钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1箍筋（非加）A81.99842855.955222.102：~3通长筋C222.54437.63222.804底筋C161.4422.884.555受扭筋B121.32452.846.926箍筋A81.7984916.18566.407/2：~8通长筋C209.9219.848.879底筋C18964895.9610构造筋B128.82217.6415.6811支座负筋C203.42413.6833.77116 东海科学技术学院本科毕业论文正文12支座负筋C205.64422.5655.6813支座负筋C205.64422.5655.6814箍筋A81.4784462.092824.5215/2：~16通长筋C206.88213.7633.9617底筋C185.98423.9247.8218支座负筋C203.627413.15632.4719箍筋A81.47842739.916815.7720/2：~21通长筋C202.449.623.722底筋C181.5236.0023箍筋A81.4784913.30565.2624:~25通长筋C229.884219.76859.0426底筋C228.96871.68214.0627受扭筋B128.66651.9646.1728支座负筋C223.427413.70840.9429支座负筋C225.534422.13666.130支座负筋C225.534844.272132.2131箍筋A81.998482163.868864.7132:~33通长筋C227.024214.04841.9634底筋C226.1318.354.6535受扭筋B125.8634.830.9236支座负筋上C223.627414.50843.3337支座负筋下C182.7225.4410.8838箍筋(加)A81.99841223.98089.47本页小计:　　148.23139.691124.43钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1箍筋（非加）A81.99842855.955222.12：~3通长筋C222.54437.63222.80116 东海科学技术学院本科毕业论文正文4底筋C161.4422.884.555受扭筋B121.32452.846.926箍筋A81.7984916.18566.407/2:~8通长筋C209.9219.848.879底筋C18964895.9610受扭筋B128.82217.6415.6811支座负筋C203.42413.6833.7712支座负筋C205.64422.5655.6813支座负筋C205.64422.5655.6814箍筋A81.47844262.092824.5215/2:~16通长筋C206.88213.7633.9617底筋C185.98423.9247.8218支座负筋C203.627413.15632.4719箍筋A81.47842739.916815.7720/2：~21通长筋C202.449.623.7022底筋C181.523.006.0023箍筋A81.4684913.30565.2624:~25通长筋C2216.724233.44899.8926底筋C229.4875.2287.8227受扭筋B1215.2691.281.0328支座负筋C223.354413.41640.0729支座负筋C225.367421.46864.1130支座负筋C225.367737.569112.2031支座负筋C222.47449.89629.5632箍筋(~)A81.998480159.87263.1433箍筋(~)加密A81.99841223.98089.4734箍筋(~)非加密A81.99843467.945626.8435：~36通长筋C222.54437.63222.8037底筋C161.4422.884.5538受扭筋B121.3245.284.70本页小计:　　173.5148.331122.26116 东海科学技术学院本科毕业论文正文钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1箍筋A81.6784915.10565.972/2:~3通长筋C209.9219.848.874底筋C189654.00107.965支座负筋C183.36516.833.596支座负筋C185.64528.256.387支座负筋C185.64528.256.388箍筋A81.47844262.092824.529/2:~10通长筋C207.521537.0211底筋C186.6426.452.7812支座负筋C202.68513.433.0813箍筋A81.47843044.35217.5214:~15通长筋C2217.824235.648106.4616底筋C229.42765.94196.9217支座负筋C203.3619.848.8718支座负筋C205.4632.479.7719支座负筋C205.4843.2106.6220箍筋A81.9984132263.7888104.1721:~22通长筋C206.98213.9634.4623底筋C226.2318.655.5524受扭筋B125.9635.431.4625支座负筋C202.44749.78824.1626箍筋A81.998455129.91243.4127:~28通长筋C2010.24220.4850.5529底筋C229.46547.3141.2630支座负筋C203.394516.9741.8931支座负筋C205.467527.33567.4732支座负筋C205.467632.80280.9633受扭筋B128.56651.3645.64116 东海科学技术学院本科毕业论文正文34箍筋A82.138481173.210468.4035:~36通长筋C227.384214.76844.1137底筋C226.46319.3857.8838支座负筋C202.534410.13625.02本页小计:　　159.8277.11692.18钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1受扭筋B126.16636.9627.372箍筋(加密)A82.30841224.46089.663箍筋(非加密)A82.30842266.844826.404次梁：5通长筋C168.712217.42427.536底筋C188.1216.232.397箍筋A81.27863646.029618.188：~9通长筋C2250.7642101.528303.2010底筋~C227.795538.975116.4011底筋~C227.4322.266.3012底筋~C227.195321.58564.4613底筋~C227.71323.1369.0814底筋~C227.195321.58564.4615底筋~C227.4322.266.3016底筋~C222.54525.0915.2117支座负筋C222.875514.37542.9318支座负筋C224.697418.78856.1119支座负筋C224.434417.73652.9720支座负筋C224.64418.5655.4321支座负筋C224.64418.5655.4322支座负筋C224.434417.73652.9723支座负筋C224.434417.73652.9724支座负筋C221.17944.71614.0925受扭筋B1249.544198.16176.07116 东海科学技术学院本科毕业论文正文26箍筋A81.8986425806.905318.6427：~28通长筋C2051.1552103.1254.4629底筋~C208.47433.8883.6230底筋~C207.07428.2869.8031底筋~C204.29417.1642.3632底筋~C203.69414.7636.4333底筋~C207.98431.9278.7834底筋~C207.98431.9278.7835底筋~C207.98431.9278.7836底筋~C203.56310.6826.3637支座负筋C201.49245.96814.7338支座负筋C202.38449.53623.54本页小计:　　372.88203.441995.87钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1支座负筋C202.4249.6823.902支座负筋C202.4249.6823.903支座负筋C202.4249.6823.904支座负筋C202.4249.6823.905支座负筋C202.4249.6823.906支座负筋C201.26733.8019.397构造筋B1250.0754200.3177.978箍筋A81.8986131248.716698.229：~10通长筋C2247.164294.328281.6911底筋~/2C254.02520.177.5212底筋/2~C254.35521.7583.8813底筋~C256.19530.95119.3614底筋~C253.7827.5629.1615底筋~C253.2226.4424.8416底筋~C257.35536.75141.7217底筋~C257.35536.75141.72116 东海科学技术学院本科毕业论文正文18底筋~C257.35536.75141.7219底筋~C253.67527.3527.0220支座负筋C222.62615.7246.9521支座负筋C224.58627.4882.0722支座负筋C223.627621.76264.9923支座负筋C222.14748.58825.6524支座负筋C224.452265.725支座负筋C224.452265.726支座负筋C224.4417.652.5627支座负筋C224.4417.652.5628支座负筋C221.30545.2215.5929受扭筋~B127.23428.9225.7030受扭筋~B1221.88487.5277.7631箍筋~A81.998668135.9153.6732箍筋~A81.8986345655.017258.6633箍筋~A81.39862940.559416.0234：~35通长筋C2243.844287.688261.8736底筋~C257.32536.6141.1437底筋~C256.39319.1773.9338底筋~C183.57310.7121.42本页小计:　　426.57281.432167.65钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1底筋~C203.88311.6428.732底筋~C257.35536.75141.723底筋~C257.35429.4113.384底筋~C257.32321.9684.695支座负筋C222.52512.637.636支座负筋C224.38521.965.407支座负筋C223.76311.2833.698支座负筋C222.14738.58825.659支座负筋C224.4417.652.56116 东海科学技术学院本科毕业论文正文10支座负筋C224.4417.652.5611支座负筋C224.4417.652.5612支座负筋C222.5237.5622.5813受扭筋~B126.93427.7224.6314受扭筋~B12642421.3315受扭筋~B1221.96487.8478.0516箍筋~A81.998665129.90951.3017箍筋~A81.998656111.921644.2018箍筋~A81.27863038.35815.1519箍筋~A81.39863244.755217.6820箍筋~A81.8986195370.227146.2021：~22通长筋C224.254312.76238.1223底筋C203.2739.8124.2224受扭筋B123.09412.3614.9525箍筋A81.27862633.243613.1326：~27通长筋C169.252218.50429.2328底筋C188.64217.2834.5529箍筋A81.27863747.308218.6930：~31通长筋B1822.656490.624181.1732底筋B1821.9487.6175.1233箍筋A81.296203263.6158104.1034附属梁35~/2：~36通长筋C1636.292272.584114.6537底筋C1835.68271.36142.6638箍筋A80.9786163159.511862.99本页小计:　　473.44495.251094.58钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1/2~：~2通长筋C143.90827.8169.46116 东海科学技术学院本科毕业论文正文3底筋C163.38310.1416.024箍筋A81.07861516.1796.395~/2：~6通长筋C167.252214.50422.917底筋C226.76320.2860.578构造筋B126.46212.9211.489箍筋A81.37863041.35816.3410~/2：/2~11通长筋C144.33828.67610.5012底筋C163.81311.4318.0613箍筋A81.07861718.33627.2514/2~：~15通长筋C188.196216.39232.7716底筋C183.72627.45214.9017箍筋A80.97861716.63626.5718~/2：~19通长筋B121.79423.5883.1920底筋B141.3522.72.721箍筋A80.6463.841.5222~/2：~23通长筋B121.79423.5883.1924底筋B141.3522.72.725箍筋A80.6463.841.5226~/2：/2~27通长筋B121.34422.6882.3928底筋B141.48822.8963.5129箍筋A80.6463.03361.230/2~：~/231通长筋B121.69423.3883.0232底筋B141.2522.53.0333箍筋A80.6453.21.2734~：/2~35通长筋B121.69423.3883.0236底筋B141.2522.53.0337箍筋A80.6453.21.2738本页小计:　　43.3341.26185.19116 东海科学技术学院本科毕业论文正文钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1三层2341.871952.2912925.662四层2341.871952.2912925.663屋面梁4：~5通长筋C202.437.217.776底筋C161.4422.884.557受扭筋B121.3245.284.78箍筋A81.8284916.45566.509:~10通长筋C2015.48461.92152.8211底筋C2014.64573.2180.6612支座负筋C202.248.821.7213支座负筋C203.851946.9014支座负筋C201.1244.4811.0615构造筋B1214．4686.476.7716箍筋(加)A82.09841429.377611.6117箍筋(非加)A82.09844390.231235.6418:~19通长筋C202.437.217.7720底筋C161.4422.884.5521受扭筋B121.3245.284.722箍筋A81.8284916.45566.5023/2:~24通长筋C202.437.217.7725底筋C161.5623.127.7126箍筋A81.7984916.18566.427/2:~28通长筋C2016.16232.3279.7729底筋~C206.66533.382.1930底筋~C209.76658.56144.5331支座负筋C202.7438.2220.2932支座负筋C204.04312.1229.9233支座负筋C204.24625.4462.79116 东海科学技术学院本科毕业论文正文34支座负筋C202.7438.2220.2935构造筋B1215.48461.9255.0255.0236箍筋A81.798417351.8537/2:~38通长筋C202.437.217.77本页小计:　　4802.244045.7726847.17钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1底筋C161.5623.127.712箍筋A81.7984916.18566.43:~4通长筋C202.437.217.775底筋C161.4422.884.556受扭筋B121.3245.284.707箍筋A81.7984916.18566.408/2:~9通长筋C1816.4162332.832665.3610底筋~C189.6657.6115.1511底筋~C186.6426.452.7812构造筋B1215.6231.227.7313支座负筋C183.3516.532.9914支座负筋C184.04520.240.3915支座负筋C184.04520.240.3916支座负筋C181.69458.4716.9417箍筋A81.478472106.444842.0418WL219通长筋B121.3443243.00838.2220底筋B141.4883247.61657.5921箍筋A80.75846448.537619.1722:~23通长筋C1816.976233.95267.8824底筋~C208.77761.39151.5225底筋~C206.16318.4845.61116 东海科学技术学院本科毕业论文正文26受扭筋B1215.6231.227.7327支座负筋C183.3516.532.9928支座负筋C184.04520.240.3929支座负筋C184.04520.240.3930支座负筋C181.69458.4716.9431箍筋A81.478472106.444842.0432:~33通长筋C167.212214.42422.7934底筋C256.81320.4378.7935构造筋B126.42212.8411.4136箍筋A81.47843145.830418.1037:~38通长筋C166.692213.92422.00本页小计:　　134.15167.381513.33钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1底筋C166.02424.0838.042受扭筋B125.9211.810.493支座负筋C162.44737.34111.604支座负筋C162.44737.34111.605箍筋（加密）A81.47841116.26246.436箍筋（非加密）A81.47842232.524812.857:~8通长筋C2017.72235.4487.479底筋~C209.43875.44186.1910底筋~C206.2318.645.9111受扭筋~B129.13654.7848.6812受扭筋~B125.9423.620.9713支座负筋C203.02439.07222.3914支座负筋C205.447316.34140.3315支座负筋C203.694518.4745.5916支座负筋C202.14736.44115.9017箍筋~A81.998482163.868864.71116 东海科学技术学院本科毕业论文正文18箍筋~（加密）A81.99841223.98089.4719箍筋~（非加密）A81.99842855.955222.1020/2:~21通长筋C1817.576235.15270.2822底筋~C189872143.9423底筋~C185.98317.9435.8724支座负筋C203.36516.841.4725支座负筋C205.64528.269.6026支座负筋C205.64528.269.6027支座负筋C203.627518.13544.7628构造筋~B128.82652.9247.0229构造筋~B125.8423.220.6230箍筋A81.478469102.0140.2931:~32通长筋C2017.72235.4487.4733底筋~C209.43875.44186.1934底筋~C206.2318.645.9135受扭筋~B129.13654.7848.6836受扭筋~B125.9423.620.9737支座负筋C203.02439.07222.3938支座负筋C205.447316.34140.33本页小计:　　155.85217.431362.83钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1支座负筋C203.694518.4745.592支座负筋C202.14736.44115.903箍筋~A81.998482163.868864.714箍筋~（加密）A81.99841223.90889.475箍筋~（非加密）A81.99842855.955222.106/2:~7通长筋C1817.576235.15270.288底筋~C189872143.949底筋~C185.98317.9435.87116 东海科学技术学院本科毕业论文正文10构造筋~B128.82652.9247.0211构造筋~B125.8423.220.6212支座负筋C203.36516.841.4713支座负筋C205.64528.269.614支座负筋C205.64528.269.615支座负筋C203.627518.13544.7616箍筋A81.478469102.0140.2917:~18通长筋C2017.72235.4487.4719底筋~C209.43875.44186.1920底筋~C206.2318.645.9121受扭筋~B129.13654.7848.6822受扭筋~B125.9423.620.9723支座负筋C203.02439.07222.3924支座负筋C205.447316.34140.3325支座负筋C203.694518.4745.5926支座负筋C202.14736.44115.9027箍筋~A81.998482163.868864.7128箍筋~（加密）A81.99841223.90889.4729箍筋~（非加密）A81.99842855.955222.1030/2:~31通长筋C1817.576235.15270.2832底筋~C189872143.9433底筋~C185.98317.9435.8734支座负筋C203.36516.841.4735支座负筋C205.64528.269.6036支座负筋C205.64528.269.6037支座负筋C203.627518.13544.7638构造筋~B128.82652.9247.02本页小计:　　232.85184.311456.31钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1构造筋~B125.8423.220.62116 东海科学技术学院本科毕业论文正文2箍筋A81.478469102.0140.293:~4通长筋C2217.824235.648106.465底筋~C229.42547.1140.666底筋~C226.2318.655.557受扭筋B1216.6699.688.508支座负筋C203.339.924.449支座负筋C205.4316.239.9910支座负筋C205.4421.653.3111支座负筋C202.44737.34118.1212箍筋A81.9984132263.7888104.1713:~14通长筋C1816.136232.27264.5215底筋~C209.37437.4892.5116底筋~C206.14318.4245.4717受扭筋B1214.6687.677.8418支座负筋C182.99438.98217.9619支座负筋C185.447316.34132.6720支座负筋C183.694414.77629.5421支座负筋C182.11736.35112.7022箍筋~A82.138481173.210468.4023箍筋~（加密）A82.13841225.660810.1424箍筋~（非加密）A82.13842247.044818.5825屋面次梁26:~27通长筋C168.712217.42427.5328底筋C168.1324.338.3929箍筋A81.27863646.029618.1830:~31通长筋C2050.622101.24249.8732底筋~C25708.795538.975150.3033底筋~C257.4214.857.0834底筋~C257.295214.5956.2735底筋~C257.71215.4259.4736底筋~C257.4214.857.0837底筋~C257.3321.984.4638底筋~C253.29526.5925.42116 东海科学技术学院本科毕业论文正文本页小计:　　259.76186.961539.77钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1支座负筋C202.845411.3828.092支座负筋C204.697523.48557.973支座负筋C204.434313.30232.834支座负筋C204.64313.9234.365支座负筋C204.64313.9234.366支座负筋C204.434313.30232.837支座负筋C204.434313.30232.838支座负筋C201.14933.4478.519受扭筋B1249.544198.16176.0710箍筋A81.8986425806.905318.6411:~12通长筋C1851.0462102.092204.1013底筋~C188.83435.3270.6114底筋~C188.94434.9669.8915底筋~C184.17416．6833.3516底筋~C183.57414.2828.5517底筋~C187.74430.9661.9018底筋~C187.74430.9661.9019底筋~C187.74430.9661.9020底筋~C183.5627.1214.2421支座负筋C181.46245.84811.7022支座负筋C182.4249.6819.3623支座负筋C182.4249.6819.3624支座负筋C182.2248.8817.7625支座负筋C182.2248.8817.7626支座负筋C182.2248.8817.7627支座负筋C182.2248.8817.7628支座负筋C181.23722.4744.9529构造筋B1250.114200.44178.0930箍筋A81.7984131235.590493.03116 东海科学技术学院本科毕业论文正文31:~32通长筋C2050.662101.32250.0633底筋~C257.92539.6152.7134底筋~C256.39531.95123.2135底筋~C163.42310.2616.2136底筋~C163.75311.2517.7737底筋~C257.7538.5148.4738底筋~C257.7538.5148.47本页小计:　　411.67345.161851.53钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1底筋~C257.7538.5148.472底筋~C253.1539.4536.453支座负筋C182.66615.9631.914支座负筋C184.78628.8857.345支座负筋C183.76311.2822.556支座负筋C182.1836.5413.087支座负筋C184.634313.90227.808支座负筋C184.634627.80455.69支座负筋C184.634627.80455.610支座负筋C184.634313.90227.8011支座负筋C181.1633.486.9612构造筋~B127.23428.9225.7013构造筋~B1221.88487.5277.7614箍筋~A81.998668135.904853.6715箍筋~A81.8986345655.017258.6616箍筋~A81.39862940.559416.0217/2:~18通长筋C2550.982101.96393.1919底筋~C257.32858.56225.8320底筋~C256.39212.7849.2921C166.1216.129.6722底筋~C253.7827.5629.16116 东海科学技术学院本科毕业论文正文23C163.5113.515.5524底筋~C253.9727.9430.6225C163.7013.705.8526底筋~C257.35214.756.6927C167.0817.0811.1928底筋~C257.32214.6456.4629C167.0517.0511.1430底筋~C257.32214.647.3231C167.0517.057.0532底筋~C163.1539.4514.9333受力筋~B126.93413.8612.3234受力筋~B12642421.3335受力筋~B1221.96487.8478.0536支座负筋C252.565410.2639.5737支座负筋C254.38417.5267.5738支座负筋C253.76415.0458.00本页小计:　　328.35215.161562.6钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1支座负筋C252.14748.58833.122支座负筋C254.4417.667.873支座负筋C254.4417.667.874支座负筋C254.4417.667.875支座负筋C254.4417.667.876支座负筋C253.045412.1846.977箍筋~A81.998665129.90951.308箍筋~A81.998656111.921644.209箍筋~A81.39843041.95216.5710箍筋~A81.39843244.748817.6811箍筋~A81.8986195370.227146.2012箍筋~A81.39842636.358414.3613:~14通长筋C168.712217.42427.53116 东海科学技术学院本科毕业论文正文15底筋C168.1324.338.3916箍筋A81.27863646.029618.1817附属梁18~/2:~19通长筋C1636.292272.584114.6520底筋C1835.68271.36142.6621箍筋A80.9786163159.511862.9922支座负筋C164.6313.821.8023支座负筋C164.6313.821.8024支座负筋C164.6313.821.8025支座负筋C164.6313.821.8026/2~:~27通长筋C1628.392256.78489.7028底筋C1827.78255.56111.0729支座负筋C164.6313.821.8030支座负筋C164.6313.821.8031支座负筋C164.6313.821.8032箍筋A80.9786120117.43246.3833~/2:~34通长筋C121.79423.5883.1935底筋C141.3522.73.2736箍筋A80.6463.841.5237~/2:~38通长筋C184.75629.51219.02本页小计:　　419.3801053.65钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1底筋C163.9427.8812.452箍筋A80.97841716.63286.573二层板4纵筋（上）5~B1018.7249917.26565.976~B1016.3240652.8402.787~B1017.521352365.21459.33116 东海科学技术学院本科毕业论文正文8~B1016.3245734.4453.139~B1010.0220200.4123.6510短横筋（上）11~B104.2216907.2559.7512~B103.5184644397.3513~B103.654194.4119.9514~B104.2100420259.1415~B103.94001560962.5216~B103.9182709.8437.9517~B103.554189116.6218长横筋（上）19~B108.2108885.6546.4220/2~/2B107.492662.4408.7121~B106.792616.4380.3222/2~B106.854367.2226.5723~B107.554405249.8924~/2B107.8100780481.2625~B107.530022501388.2526/2~/2B107.592690425.7327~B107.591682.5421.1128/2~B107.154383.4236.5629纵筋（下）30~B1018.7249917.26565.9731~B1016.3240652.8402.7832~B1017.521352365.21459.3333~B1016.3245734.4453.1334~B1010.0220200.4123.6535短横筋（下）36~B104.2216907.2559.7537~B103.5184644397.3538~B103.654194.4119.95本页小计:　　6.5714704.8712.45钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)ABC116 东海科学技术学院本科毕业论文正文(一级)(二级)(三级)1~B104.2100420259.142~B103.94001560962.523~B103.9182709.8437.954~B103.554189116.625长横筋（下）6~B108.2108885.6546.427/2~/2B107.492662.4408.718~B106.792616.4380.329/2~B106.854367.2226.5710~B107.554405249.8911~/2B107.8100780481.2612~B107.530022501388.2513/2~/2B107.592690425.7314~B107.591682.5421.1115/2~B107.154383.4236.5616三层板21245.9217四层板21245.9218屋面板19纵筋（上）20~B1018.1249887.88547.8321~B1015.5440621.6383.5322~B1015.5417264.18163.0023~B1015.5425388.5239.7124~B1015.541382144.521323.1725~B1015.5420310.8191.7726短横筋（上）27~B104.2216907.2559.7528~B103.5172602371.4429~B103.692331.2204.3630~B104.284352.8217.6831~B103.95041965.61212.7832~B103.588308190.0433长横筋（上）34~B108.2108885.6546.4235/2~/2B107.494695.6429.1936~B106.794629.8388.5937/2~B106.887591.6365.02116 东海科学技术学院本科毕业论文正文38~B107.587652.5402.60本页小计:　　56769.77钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1~/2B107.892717.6442.762~B107.546034502128.653~B107.596720444.244纵筋（下）5~B1018.1249887.88547.836~B1015.5440621.6383.537~B1015.5417264.18163.008~B1015.5425388.5239.719~B1015.541382144.521323.1710~B1015.5420310.8191.7711短横筋（下）12~B104.2216907.2559.7513~B103.5172602371.4414~B103.692331.2204.3615~B104.284352.8217.6816~B103.95041965.61212.7817~B103.588308190.0418长横筋（下）19~B108.2108885.6546.4220/2~/2B107.494695.6429.1921~B106.794629.8388.5922/2~B106.887591.6365.0223~B107.587652.5402.6024~/2B107.892717.6442.7625~B107.546034502128.6526~B107.596720444.2427一层构造柱28梁高70029受力筋B123.312892.6882.35116 东海科学技术学院本科毕业论文正文30箍筋A60.738811987.917219.5331拉结筋A61.1452832.067.1332梁高50033受力筋B123.5132112.3299.8034箍筋A60.7388144106.387223.6435拉结筋A60.983231.366.9736梁高40037受力筋B123.61828.8825.6638箍筋A60.73883425.11925.58本页小计:　　62.8513975.99钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1拉结筋A61.14589.162.042梁高6003受力筋B123.41827.2824.244箍筋A60.738836726.605.915拉结筋A60.9887.841.756梁高7507受力筋B123.2688286.88254.898箍筋A60.7388374276.311261.389拉结筋A60.988886.2419.1610梁高80011受力筋B123.2148154.08136.9012箍筋A60.7388204150.71533.4813拉结筋A61.1454854.9612.2114梁高87015受力筋B123.14825.1222.3216箍筋A60.73883425.11925.5817拉结筋A61.14589.162.0418二层构造柱19梁高40020受力筋B123.31826.4823.5321箍筋A60.73883425.11925.5822拉结筋A61.14589.162.04116 东海科学技术学院本科毕业论文正文23梁高50024受力筋B123.2132102.7291.2725箍筋A60.7388136100.476822.3226拉结筋A60.983231.366.9727梁高60028受力筋B123.11824.8822.1129箍筋A60.73883626.605.9130拉结筋A60.9887.841.7531梁高70032受力筋B123.012884.2874.8933箍筋A60.738811987.917219.5334拉结筋A61.1452832.067.1335梁高75036受力筋B122.9688260.48231.4437箍筋A60.7388374276.311261.3838拉结筋A60.988886.2419.16本页小计:　　295.32881.590钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1梁高8002受力筋B122.9148139.68124.113箍筋A60.7388204150.715233.484拉结筋A61.1454854.9612.215梁高8706受力筋B122.84822.7220.197箍筋A60.73883425.11925.588拉结筋A61.14589.162.049三层构造柱205.08587.5410四层构造柱205.08587.5411楼梯A12TZ-1(一层)13受力筋B161.591219.0830.1414箍筋A81.29683038.90415.3715TZ-1(三层)16受力筋B161.291215.4824.46116 东海科学技术学院本科毕业论文正文17箍筋A81.29681215.56166.1518TZ-219受力筋B161.59812.7220.1020箍筋A81.43843043.15217.0421TL-122受力筋上部B144.068416.27219.6823受力筋下部B183.6414.428.7924箍筋A81.07846064.70425.5625TL-1a26受力筋上部B164.212416.84826.6227受力筋下部B203.66621.9654.2028箍筋A81.07846064.70425.5629TL-230受力筋上部B142.4008614.404817.4331受力筋下部B141.82610.9213.2132箍筋A80.97842625.438410.0533TPB(2.07)34纵筋B103.1242131.0480.8635横筋B103.634122.475.5336TPB(3.87)37纵筋B101.914280.1249.5038横筋B103.61864.839.99本页小计:　　563.21799.89钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1TPB(5.015)2纵筋B100.834234.8621.513横筋B103.6610.86.674TPB(7.47)5纵筋B101.914280.1249.506横筋B103.61864.839.997TPB(9.27)8纵筋B101.594266.7841.219横筋B103.61657.635.5410TPB(11.07)116 东海科学技术学院本科毕业论文正文11纵筋B101.914280.1249.5012横筋B103.61864.839.9913TB-114纵筋(上)B103.99491039.94924.6515纵筋（下）B103.47491138.223923.5916横筋A81.50843248.268819.0717TB-218纵筋(上)B104.22671042.26726.0819纵筋（下）B103.70671140.773725.1620横筋A81.50843451.285620.2621TB-322纵筋(上)B106.8231068．2342.1023纵筋（下）B107.3431180.77349.8424横筋A81.50845481.453632.1725TB-426纵筋(上)B104.73081047.30829.1927纵筋（下）B105.38081159.188836.5228横筋A81.50844263.352825.0229楼梯B30TZ-1(一层)31受力筋B161.481217.7628.0632箍筋A81.29682836.310414.3433TL-134受力筋上部B143.9681455.55267.1935受力筋下部B183.502173.5146.9436箍筋A81.0784175188.7274.5337TL-238受力筋上部B141.868916.81220.34本页小计:　　128.2860.760钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1受力筋下部B141.28911.5213.942箍筋A81.07842425.881610.233TPB-1(1.95)116 东海科学技术学院本科毕业论文正文4纵筋B101.164046.428.635横筋B103.5124225.926TPB-1(3.87)7纵筋B101.154248.329.818横筋B103.5124225.929TPB-1(5.67)10纵筋B101.444057.635.5411横筋B103.5165634.5612TPB-1(7.47)13纵筋B101.154248.329.8114横筋B103.5124225.9215TPB-1(9.27)16纵筋B101.444057.635.5417横筋B103.5165634.5618TPB-1(11.07)19纵筋B101.154248.329.8120横筋B103.5124225.9221TB-222纵筋(上)B105.06520101.362.5123纵筋（下）B104.19524100.6862.1224横筋A81.458484122.505648.3825TB-326纵筋(上)B104.9940199.6123.1627纵筋（下）B104.1248197.76122.0228横筋A81.4584168245.011296.7629女儿墙30WL1231通长筋B1418.1686109.008131.8332底筋B1417.586105.48127.5633构造筋B1217.52470.0862.2734箍筋~A81.27842025.56810.1035箍筋~(加密)A81.27841620.45448.0836箍筋~(非加密)A81.27847494.601637.3637箍筋~(加密)A81.27841620.45338.0838箍筋~(非加密)A81.27845063.9225.25本页小计:　　244.241067.35116 东海科学技术学院本科毕业论文正文钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1箍筋~A81.27842025.56810.102WL133通长筋B148.568434.27241.454底筋B147.98647.8857.915箍筋A81.27847697.158438.376构造柱7梁高5008受力筋B122.5328071.089箍筋A60.758410478.873617.5210拉结筋A61.093234.887.7511板12纵筋B1018.91021927.81189.4613横筋B107.862321823.521123.1214正反面空调板15底板16纵筋A81.74300522206.1317横筋A80.94540507.6200.4518墙中19受力筋上部B122.12460127.44173.2320受力筋下部B121.626097.286.3721箍筋A60.8588210180.34840.0622侧面空调板23底板24纵筋A81.286076.830.3325横筋A80.947267.6826.7326墙中27受力筋上部B121.6641219.96817.7528受力筋下部B121.161213.9212.3729箍筋A60.85882420.61124.5830三层外墙中钢筋31纵筋（外）A81.218144175.39269.2632纵筋（内）A80.998144143.71256.7533横筋A823.648189.1274.6834B1023.64123.6414.5935正反面空调百叶处116 东海科学技术学院本科毕业论文正文36底板37横筋B121.94120208.8185.5238箍筋A60.498812059.85613.30本页小计:　　826.132942.73钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1顶部2横筋B101.743052.232.213箍筋A60.6112073.216.264侧面百叶处5底板6横筋B121.282430.7227.307箍筋A60.49882411.97122.668顶部9横筋B101.2867.684.7410箍筋A60.613621.964.8811屋面节点（14.67）12纵筋（外）A81.218616750.288296.2813纵筋（内）A80.998616614.768242.7614横筋A850.0416800.64316.1615B1050.042100.0861.7516屋面节点（14.7）17纵筋（外）A80.96810298.73638.9918纵筋（内）A80.84810286.49634.1619横筋A87.92863.3656.3020B107.92215.849.7821上人孔22纵筋B101.15202314.2023横筋（600）A80.8486.722.6624A60.8421.680.3825B160.8443.365.3126横筋（800）A81.0488.323.2927A61.0422.080.4728B161.0444.166.586116 东海科学技术学院本科毕业论文正文29门窗过梁30M131面筋B102.22158350.76216.4232底筋C121.8158284.4252.6933箍筋A60.5588553309.016468.6434M235面筋B102.211635.3621.8236底筋C121.761628.1625.0237箍筋A60.35883211.48162.5638M3本页小计:　　1081.57404.996277.71钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)A(一级)B(二级)C(三级)1面筋B102.2148.845.462底筋C121.7647.046.263箍筋A60.358887.87040.644M45面筋B102.2048105.1665.166底筋C121.75488474.647箍筋A60.35884817.2243.838M59面筋B102.7225.443.3710底筋C121.823.63.2011箍筋A60.3588103.5880.8012FHM7乙13面筋B102.721848.9630.2114底筋C121.81832.428.7915箍筋A60.35889032.2927.1816FHM9丙17面筋B101.821629.1217.9718底筋C121.461623.3620.7619箍筋A60.63884025.5525.6820LC121面筋B102.421638.7223.90116 东海科学技术学院本科毕业论文正文22底筋C122.061632.9629.2923箍筋A60.63884025.5525.6824LC225面筋B102.7280217.6134.2626底筋C122.0580164145.7227箍筋A60.6388400255.5256.7628LC329面筋C123.16480253.12224.9030底筋C142.6680212.8257.3531箍筋A60.638844062.410813.8732LC433面筋B102.211635.3621.8234底筋C121.761628.1625.0235箍筋A60.35883211.48162.5636LC437面筋B102.212453.0432.7338底筋C121.762442.2437.53本页小计:　　97.00334.88853.46总计HPB225:A（kg）16968.62HRB335:B（kg）106615HRB400:C（kg）78655.65钢筋计算表1.[参考文献][1]茅洪斌.国外工程造价管理模式[M].造价师园地.[2]2010年版建筑工程施工项目招投标与合同管理[M].北京：机械工业出版社.[3]《建筑工程计价》.[4]《建设工程技术与计量》全国造价工程师执业资格考试培训中心教材编审中心，中国计划出版社，2004年.[5]《工程建设定额原理与实务》，何辉主编，中国建筑工业出版社，2003年.[6]《取费定额》.[7]《浙江省建筑工程预算定额2010版》.116 东海科学技术学院本科毕业论文正文[8]《图集03G-101》.[9]谭德精吴学伟李海涛.工程造价确定与控制[M].重庆：重庆大学出版社，2006.[10]朱卫华，夏绍模．中美工程造价管理模式的对比研究［Ｊ］．浙江建筑，2004，（12）：51-57.[11]王朝霞,张丽云.建筑工程定额与计价[J],中国电力出版社,2007年6月第二版.[12]任宏.建设工程成本计划与控制.高等教育出版社,2004:60-96.[13]褚振文.建筑工程定额预算与工程量清单计价[M].合肥：合肥工业大学出版社，2006.8.[14]李玉芬.建筑工程概预算.机械工业出版社，2008.2.[15]Yu.Analysisofprojectcostcontrol[J].Enterprisetechnologydevelopment,2006(7):60-61.[16]ChenHaitao.Projectsinprojectconstructionbudgetoftheapplication[J].ShanxiArchitecture,2003(4).1.116 东海科学技术学院本科毕业论文致谢1.致谢大学四年学习时光已经接近尾声，在此我想对我的母校，我的父母、亲人们，我的老师和同学们表达我由衷的谢意。感谢我的家人对我大学三年学习的默默支持；感谢我的母校海洋学院给了我在大学四年深造的机会，让我能继续学习和提高；感谢老师们和同学们四年来的关心和鼓励。老师们课堂上的激情洋溢，课堂下的谆谆教诲；同学们在学习中的认真热情，生活上的热心主动，所有这些都让我的四年充满了感动。这次毕业论文设计我得到了很多老师和同学的帮助，其中我的论文指导老师朱海芬老师对我的关心和支持尤为重要。每次遇到难题，我最先做的就是向朱老师寻求帮助，而朱老师每次不管忙或闲，总会抽空来帮我解决。朱老师平日里工作繁多，但我做毕业设计的每个阶段，从选题到查阅资料，论文提纲的确定，中期论文的修改，后期论文格式调整等各个环节中都给予了我悉心的指导。这几个月以来，朱老师不仅在学业上给我以精心指导，同时还在思想给我以无微不至的关怀，在此谨向朱老师致以诚挚的谢意和崇高的敬意。同时，本篇毕业论文的写作也得到了黄思凯、王玲珑等同学的热情帮助。感谢在整个毕业设计期间和我密切合作的同学，和曾经在各个方面给予过我帮助的伙伴们，在此，我再一次真诚地向帮助过我的老师和同学表示感谢！116'