绿岛华府1#楼土建工程预算编制.doc【毕业论文】

'本科毕业论文目录本科毕业论文（20届）绿岛华府1#楼土建工程预算编制目录摘要182 本科毕业论文目录Abstract21.建筑工程预算书封面32.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.建筑工程预算书（技术措施费）146.主要材料价格表167.人材机价格表208.主要工日价格表229.工程量计算表2310.钢筋计算表5511.门窗表88参考文献89附录1：英文原文90附录2：中文译文98致谢10482 本科毕业设计摘要绿岛华府1#楼土建工程预算编制摘要建筑工程造价是指对建筑工程项目造价（或价格）的计算，亦称之为工程造价。由于每个工程项目建设都有需要按业主的特定需要单独设计，在具体建设过程中又具有生产的单件性，生产周期长，价值高，受气候，施工方案，施工机械影响较大，因此使得工程项目造价形成和计取与其他商品不同，只能以特殊的程序和方法进行计价。工程计价的主要特点就是将一个工程项目分解成若干分部、分项工程或按有关计价依据规定的若干基本子目，找到合适的计量单位，采用特定的估价方法进行计价，组合汇总，得到该工程项目的工程造价。本文主要根据绿岛华府1#楼工程施工图纸、浙江省建筑工程预算定额2003版及建筑工程计价新教程来计算图纸中土建部分工程量，再用神机妙算软件进行套定额结合浙江省施工取费定额2003版取费最后将数据导出。正文包括分部分项工程量计算过程、钢筋计算过程及套定额后的含人材机的预算书、主要材料表和工程费用计算程序表等。[关键词]混凝土；钢筋；柱；梁；板；工程预算82 本科毕业设计AbstractLvDaoHuaFUBuilding1CivilEngineeringBudgeting[Abstract]Thearchitecturalengineeringconstructioncostisreferstothearchitecturalengineeringprojectconstructioncost(orprice)thecomputation,alsocallsitthebuildingcostofprojects.Becauseeachengineeringprojectconstructionhastheneedspecificlytoneedtodesignaloneaccordingtotheowner,alsohastheproductionsingleunitintheconcreteconstructionprocess,theproductioncycleislong,thevalueishigh,theclimate,theplanofconstruction,theconstructionmachineryinfluenceisbeenbig,thereforecausestheengineeringprojectconstructioncosttoformwiththeideatakeswithothercommoditiesisdifferent,canonlycarriesonthevaluationbythespecialprocedureandthemethod.Theprojectvaluation"smainfeatureisdecomposesanengineeringprojectcertainbranches,thesub-itemprojectoraccordingtorelatedvaluationbasisstipulationcertainbasicindices,foundtheappropriateMeasuringunit,usedthespecificestimatemethodtocarryonthevaluation,thecombinationcompiles,obtainsthisengineeringprojectbuildingcostofprojects.ThisarticleprimarilyonthebasisofLvDaoHuaFUBuilding1,ZhejiangProvince,theconstructionbudgetfor2003andconstructionoffixedpricingtocalculatethenewtutorialpartoftheprojectconstructiondrawingsinthevolume,andthenshenjimiaosuanmachinecombinedwithafixedsetofsoftwareConstructionofZhejiangProvincefrom2003versionofthefixedfeefromthefinaldataexportfees.Partofthebodyincludingthesub-projectsintermsofprocess,thecalculationprocessandreinforcedafterafixedsetofpeoplewithbudgetmachines,themajormaterialcostoftheprojectscheduleandprogramandsoon.[KeyWords]Concrete;reinforced;column;beam;board;projectbudget82 本科毕业设计正文1.建筑工程预算书封面建筑工程预算书工程名称：绿岛华府1#楼工程造价：556.03万元建筑面积：4450.4平方米单方造价：1249.39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）82 本科毕业设计正文2.预算编制说明绿岛华府1#楼工程预算编制说明－、编制范围：本预算编制范围为：绿岛华府1#楼工程土建、室内外装修工程。二、编制依据及说明1.工程量主要依据按绿岛华府1#楼的总平面图、平面定位图、竖向设计图，一层平面图，二~十层平面图、十层平面图、机房层平面图、屋顶平面图、门窗表门窗大样图、电梯平面及剖面图，及其他相关资料并根据定额书上的计算规则计算2．按《浙江省建筑工程预算定额（2003）》、《浙江省建设工程施工取费定额（2003）》。采用工料单价法编制。3．施工取费标准：按工程规定的类别的中值计取。按有关文件规定：意外伤害保险费费率调整为0.21，农民工工伤保险费调整为0.164．建筑材料价格，参照《舟山市建设工程造价信息（2011.3）》，《浙江造价信息（2011.3）》，无信息价则参照市场一般产品价格。5．人工定额单价根据最新文件进行修正，并按信息价补价差。6．挖土标高设计室外地坪至槽坑底，土质一概考虑为三类（无湿土）；7．打桩工程中，泥浆外运运距按5km考虑，凿桩头外运暂不考虑；8．.混凝土浇捣全部考虑为商品泵送混凝土9．基础梁承台表面防护考虑为抹水泥砂浆10．玻璃幕墙考虑为固定无框玻璃门11．地面原土地坪以上塘渣回填部分未计入；12．混凝土浇捣250厚底板考虑为素砼C20三、根据以上说明，绿岛华府1#楼土建部分工程预算造价为5560316元82 本科毕业设计正文3.工程费用计算程序表工程费用计算程序表工程名称：昌通公司综合楼工程序号费用名称费用计算表达式金额一直接工程费∑（分部分项工程量×工料单价）4031140.88　其中1.人工费　413737.37　2.机械费　135187.38二施工技术措施费∑（措施项目工程量×工料单价）600503.5　其中3.人工费　180655.33　4.机械费　27248.8三施工组织措施费∑[（1+2+3+4）×相应费率]48058.641环境保护费（人工费+机械费）×0.13%983.882文明施工费（人工费+机械费）×0.58%4389.613安全防护施工费（人工费+机械费）×0.46%3481.414临时设施费（人工费+机械费）×3.98%30121.795夜间施工增加费（人工费+机械费）×%06二次搬运费（人工费+机械费）×%07缩短工期增加费（人工费+机械费）×%08已完工程及设备保护费（人工费+机械费）×0.04%302.739检验试验费（人工费+机械费）×1.16%8779.22四综合费用（1+2+3+4）×28.635%264890.11五规费（一+二+三+四）×4.14%186234.83六总承包服务费分包项目工程造价×%0七意外伤害保险费（一+二+三+四+五+六）×0.21%10150.69八农民工工伤保险费（一+二+三+四+五+六）×0.16%0单列人工费价差　254765.50九税金（一+二+三+四+五+六+七+八+单列）×3.448%164572.13十工程总价一+二+三+四+五+六+七+八+九+单列556031682 本科毕业设计正文4.建筑工程预算书建筑工程预算书工程名称：昌通公司综合楼工程序号编号名称单位数量单价合价一、土石方工程11-2*1.08换人工综合挖三类土深3m内挖桩承台土方单价*1.08100m310.822846.0730793.0521-2人工综合挖三类土深3m内100m30.542635.251415.9231-2人工综合挖三类土深3m内100m30.742635.251947.45分部小计34156.42二、桩基础与地基加固工程42-28送管桩桩径600内100m1.923861.597396.4952-33压预应力钢筋砼管桩Φ600内100m43.3515840.67686693.0462-89换人工挖孔桩砼灌芯换为【沉管灌注桩混凝土C30（40）】10m31.373288.544508.5972-135凿预应力管桩桩头10个7.8162.81269.84分部小计699867.96三、砌筑工程83-7块石干铺垫层10m37.29963.177022.4793-9碎石干铺垫层10m32.191029.342252.2103-13换标准砖砌筑砖基础换为【水泥砂浆M10.0】10m30.512281.121151.97113-13换标准砖砌筑砖基础换为【水泥砂浆M10.0】10m30.592835.521664.45123-21换砌标准砖墙厚1砖及以上换为【混合砂浆M7.5】10m32.452976.4822186.68133-21砌标准砖墙厚1砖及以上10m356.002956.82165576.01143-23换砌标准砖墙厚1/2砖换为【水泥砂浆M10.0】10m30.0053153.4815.77153-23砌标准砖墙厚1/2砖10m32.8353139.468900.3782 本科毕业设计正文建筑工程预算书工程名称：昌通公司综合楼工程序号编号名称单位数量单价合价163-36换砌多孔砖墙厚1/2砖换为【水泥砂浆M5.0】10m317.052766.0747153.2分部小计255923.12四、混凝土及钢筋混凝土174-197现浇泵送砼基础垫层浇捣10m34.383766.7516479.53184-199换现浇泵送砼基础浇捣换为^商品泵送混凝土C30（20）10m329.824087.63121889.04194-200现浇泵送砼满堂基础浇捣10m30.193768.62727.34204-203换现浇泵送砼独立柱浇捣换为^商品泵送混凝土C35（20）10m30.354609.691608.78214-203换现浇泵送砼独立柱浇捣换为^商品泵送混凝土C35（20）10m35.504609.6925367.12224-203换现浇泵送砼独立柱浇捣换为^商品泵送混凝土C30（20）10m30.564437.142475.92234-203换现浇泵送砼独立柱浇捣换为^商品泵送混凝土C30（20）10m37.484437.1433198.68244-203换现浇泵送砼独立柱浇捣换为^商品泵送混凝土C25（20）10m35.254274.7422433.84254-203换现浇泵送砼独立柱浇捣换为^商品泵送混凝土C25（20）10m30.224274.74936.17264-204现浇泵送砼构造柱浇捣10m36.584247.2627938.48274-204换现浇泵送砼构造柱浇捣换为^商品泵送混凝土C25（20）10m30.394419.811706.05284-206换现浇泵送砼基础梁浇捣换为^商品泵送混凝土C30（20）10m32.324139.319594.92294-206换现浇泵送砼基础梁浇捣换为^商品泵送混凝土10m32.064139.318510.4282 本科毕业设计正文C30（20）建筑工程预算书工程名称：昌通公司综合楼工程序号编号名称单位数量单价合价304-206现浇泵送砼基础梁浇捣10m34.423804.3616830.49314-207现浇泵送砼梁浇捣10m30.203869.25785.46324-207换现浇泵送砼梁浇捣^换为商品泵送混凝土C30（20）10m31.074204.24511.11334-207换现浇泵送砼梁浇捣换为^商品泵送混凝土C30（20）10m37.482902.2621703.1344-207换现浇泵送砼梁浇捣换为^泵送混凝土C35（20）10m30.323099.68991.9354-207换现浇泵送砼梁浇捣换为^商品泵送混凝土C35（20）10m30.294376.751273.63364-207换现浇泵送砼梁浇捣换为^商品泵送混凝土C25（20）10m32.54041.810314.67374-207换现浇泵送砼梁浇捣换为^商品泵送混凝土C30（20）10m317.114204.271933.86384-207换现浇泵送砼梁浇捣换为^商品泵送混凝土C25（20）10m30.114041.8424.39394-207换现浇泵送砼梁浇捣换为^商品泵送混凝土C25（20）10m30.344041.81362.09404-208换现浇泵送混凝土圈、过梁、拱形梁浇捣^商品泵送混凝土C25（20）10m30.054018.12216.98414-335预制砼圈、过梁浇捣10m32.744018.1211021.7424-210现浇泵送砼板浇捣10m30.233940.56894.51434-210换现浇泵送砼板浇捣换为^商品泵送混凝土C30（20）10m310.554275.5145085.25444-210换现浇泵送砼板浇捣换为^商品泵送混凝土C25（20）10m326.524113.11109087.982 本科毕业设计正文建筑工程预算书工程名称：昌通公司综合楼工程序号编号名称单位数量单价合价454-212换现浇泵送砼墙浇捣厚10cm内换为^商品泵送混凝土C35（20）10m38.974624.4541485.94464-212换现浇泵送砼墙浇捣厚10cm内换为^商品泵送混凝土C30（20）10m37.84451.934724.82474-212换现浇泵送砼墙浇捣厚10cm内换为^商品泵送混凝土C25（20）10m311.074289.547489.05484-218换现浇泵送砼直形楼梯浇捣换为^商品泵送混凝土C25（20）100m221.11995.5921017.9494-220换现浇泵送砼雨篷浇捣换为^商品泵送混凝土C25（20）100m214.76406.976004.84504-221换现浇泵送砼阳台浇捣换为^商品泵送混凝土C30（20）100m219.13577.311042.59514-221换现浇泵送砼阳台浇捣换为^商品泵送混凝土C25（20）100m238.26556.6621295.58524-222现浇泵送砼栏板、翻檐浇捣10m30.054397.17219.86534-222现浇泵送砼栏板、翻檐浇捣10m32.804397.1712329.66544-222现浇泵送砼栏板、翻檐浇捣10m31.544397.176789.23554-222现浇泵送砼栏板、翻檐浇捣10m30.204397.17892.63564-318砖胎膜100m20.015334.0877.34574-357预制砼装配式围墙压顶板浇捣10m31.493589.645348.56584-393现浇构件圆钢t21.34742.46101180.38594-394现浇构件螺纹钢t236.454611.891090499.84604-410刚托板t0.215436.791141.73分部小计1970843.28五、屋面及防水617-1屋面细石砼防水层厚4cm100m20.641896.161212.03627-1屋面细石砼防水层厚4cm100m23.881896.167355.9682 本科毕业设计正文建筑工程预算书工程名称：昌通公司综合楼工程序号编号名称单位数量单价合价637-5屋面水泥砂浆保护层100m20.641173.41750.04647-5屋面水泥砂浆保护层100m23.881173.414552.13657-43屋面改性沥青卷材防水层100m20.8338703210.55667-43屋面改性沥青卷材防水层100m24.17387016135.97677-43屋面改性沥青卷材防水层100m20.113870408.67687-94平面防水砂浆防潮层100m24.03989.773985.61697-94平面防水砂浆防潮层100m20.49989.77489.54分部小计38100.5六、附属工程709-92砼墙脚护坡100m20.473617.361683.52719-100混凝土台阶10m21.521056.721608.33729-102砼防滑坡道10m20.70606.56421.56分部小计3713.41七、楼地面工程7310-1换水泥砂浆找平层厚20mm厚度换算:100100m20.362551.32930.217410-1水泥砂浆找平层厚20mm100m22.11711.351501.737510-3水泥砂浆楼地面厚20mm100m23.651037.053780.577610-5水泥砂浆随捣随抹100m24.01385.661548.397710-5水泥砂浆随捣随抹100m225.06385.669663.687810-12现浇细石混凝土楼地面厚30mm100m225.061142.4328626.447910-12现浇细石混凝土楼地面厚30mm100m23.651142.434164.738010-12现浇细石混凝土楼地面厚30mm100m24.011142.434586.748110-12现浇细石混凝土楼地面厚30mm100m225.061142.4328626.448210-20换花岗岩楼地面水泥砂浆换为【水泥砂浆1:1】100m22.1115526.1432777.238310-88花岗岩踢脚线100m20.1915863.612941.118410-105花岗岩楼梯面(水泥砂浆铺贴)100m24.5725945.08118532.698510-124铝合金扶手玻璃半玻栏杆10m11.511412.1916259.9682 本科毕业设计正文建筑工程预算书工程名称：昌通公司综合楼工程序号编号名称单位数量单价合价8610-135铝合金栏杆10m0.431011.9431.078710-138直形硬木扶手铸铁栏杆10m2.791683.984698.3分部小计259069.29八、墙柱面工程8811-6换砖墙、砌块墙面水泥砂浆抹灰　厚20mm换为【水泥砂浆1:2】100m21.751127.521975.878911-6换砖墙、砌块墙面水泥砂浆抹灰　厚20mm换为【水泥砂浆1:3】换为【水泥砂浆1:2】100m226.391201.8731713.389011-6砖墙、砌块墙面水泥砂浆抹灰　厚20mm100m219.741109.9821910.789111-7混凝土墙水泥砂浆抹灰　厚20mm100m222.701240.0228148.959211-11砖墙、砌块墙面混合砂浆抹灰　厚20mm100m282.771010.1783611.779311-26梁柱钉(挂)钢丝网100m29.691593.4115442.059411-30砖柱、混凝土柱、梁水泥砂浆抹灰　厚20mm100m20.951193.011134.559511-45零星水泥砂浆一般抹灰100m22.542267.965761.989611-45零星水泥砂浆一般抹灰100m24.852267.9610994.62分部小计200693.95九、天棚工程9712-3换现浇砼天棚混合砂浆抹灰换为【水泥石灰麻刀砂浆1：2：9】100m233.60928.3531194.23分部小计100m231194.23十、门窗工程9813-41铝合金推拉门安装100m23.592011772220.039913-35成品木质乙级防火门安装扇119.9267380706.1610013-35成品木质丙级防火门安装扇239.45673161149.910113-63电子对讲保安门100m22.0851001060810213-68固定无框玻璃门100m20.2988392563.3110313-77铝合金推拉窗100m26.8620183138455.482 本科毕业设计正文建筑工程预算书工程名称：昌通公司综合楼工程序号编号名称单位数量单价合价10413-82塑钢推拉窗安装（异型）100m22.151948841899.2分部小计369146.6十一、油漆、涂料、裱糊工程10514-167刷涂料二遍100m23.22272.96879.3110614-167刷涂料二遍100m222.34272.966096.56分部小计6975.87十二、家装补充定额107Z-3墙面乳胶漆m21185.7522.426560.8分部小计26560.8十三、节能补充定额108J2-11抗裂防护层耐碱玻纤网格布抗裂砂浆4mm厚100m216.142009.6332442.86109J2-17换无机轻集料保温砂浆30mm厚实际厚度(MM):20100m219.742260.7644626.95分部小计77069.81十四、自定义110自定义107胶界面剂m34342.850.2868.57111自定义防水抗裂砂浆m31973.981.83553.16127自定义DJ-Z水泥砂浆增强剂m263.92644090.88128自定义高分子密封金属合成分子盖板m42.2463.562684.77129自定义麻丝沥青嵌实m80.5610.55849.91130自定义DJ-Z水泥砂浆增强剂m2387.946424828.16131自定义GRC发泡材料找坡层m24.0653215.18132自定义GRC发泡材料找坡层m227.16531439.48133自定义40厚挤塑聚苯板m2387.944015517.6134自定义10厚塑料条m3807.131141878.43分部小计95926.14本表合计4031140.8882 本科毕业设计正文5.建筑工程预算书（技术措施费）建筑工程预算书工程名称：昌通公司综合楼工程序号编号名称单位数量单价合价116-9综合脚手架檐高40m内100m244.502080.8192604.37216-37满堂脚手架基本层3.6m～5.2m100m23.65510.121859.64316b-1内墙抹灰脚手架3.6m以内100m2135.8831.004512.28416b-2天棚抹灰脚手架3.6m以内100m230.6658.001778.28517-5建筑物垂直运输檐高20m内100m244.502924130118618-38加压水泵台班及其他费用100m244.5028312593.5718-55层高超3.6m每增1m增水泵台班50m内100m24.0110.8243.3584-1现浇砼基础垫层模板100m20.602326.851404.9594-7现浇砼独立基础复合木模100m25.612019.8511323.28104-22现浇砼矩形柱复合木模100m215.072376.1935812.27114-22现浇砼矩形柱复合木模100m24.652376.1911037.4124-28现浇砼基础梁复合木模100m22.832605.117376.11134-31现浇砼矩形梁复合木模100m231.973027.7596805.04144-36现浇砼直形圈过梁复合木模100m20.042126.4683.57154-36现浇砼直形圈过梁复合木模100m22.922126.466216.92164-40现浇砼板复合木模100m229.982233.0766956.37174-40现浇砼板复合木模100m23.762233.078401.48184-49现浇砼直形墙复合木模100m220.391880.0938333.72194-58现浇砼直形楼梯模板10m221.11865.4118269.67204-60现浇砼悬挑阳台、雨篷模板10m214.76487.077186.72214-60现浇砼悬挑阳台、雨篷模板10m257.38487.0727950.02224-61现浇砼直形栏板、翻沿模板100m29.232029.6518733.67234-56现浇砼电梯井壁复合木模100m20.571941.291102.85合计600503.582 本科毕业设计正文6.主要材料价格表主要材料价格表工程名称：昌通公司综合楼工程序号材料编码材料名称规格、型号单位单价（元）备注等特殊要求100113抗裂抹面砂浆　kg1.9　200124耐碱玻璃纤维网格布160g　m24.5　300131膨胀玻化微珠保温浆料　m3950　400226蒸压粉煤灰加气混凝土砌块600×120×240　m3285　5CLFTZ材料费调整　元1　6CLFTZ-5墙面乳胶漆材料费　元9　7CLFTZ-6墙面乳胶漆辅助材料费　元3　8T02001100低合金螺纹钢综合　t4210　9T02001310圆钢综合　t4119　10T02003407方钢20×20　kg2.42　11T02003512扁铁40×2　kg2.42　12T02005113铝合金扁管100×44×1.8　m31.28　13T02005117铝合金方管25×25×1.2　m6.74　14T02005118铝合金方管20×20×1　m4.94　15T02005127铝合金型材L型30×12×1　m2.53　16T02005128铝合金型材U型80×13×1.2　m12.53　17T02007002预埋铁件　kg4.2　18T02008001螺栓Φ12　kg4.2　19T02008015工具式钢模板　kg7.1　20T02008017零星卡具　kg4.13　21T02008018钢支撑　kg2.77　22T02008100脚手架底座　只4.8　82 本科毕业设计正文主要材料价格表工程名称：昌通公司综合楼工程序号材料编码材料名称规格、型号单位单价（元）备注等特殊要求23T02008101脚手架钢管　kg3.982　24T02008102脚手架十字扣　付4.8　25T02008101脚手架钢管　kg3.982　26T02008103脚手架斜扣　付4.8　27T02008104脚手架一字扣　付4.8　28T02008105钢脚手板　kg4.25　29T02008106钢升降脚手架　kg4.25　30T02009300铸铁花饰、栏杆30kg/m2　m281.6　31T02010201杉小枋　m3876　32T02011300木模　m31396　33T02011307垫木　m3915　34T02011309复合模板　m232.54　35T02013112硬木扶手成品　m45　36T02014100毛竹脚手片　m28.72　37T02030010白水泥　kg0.589　38T02030014水泥42.5级　kg0.405　39T02030015水泥32.5级　kg0.36　40T02033311预应力钢筋混凝土管桩　m130　41T02034011C20素混凝土块　m3239　42T02040010标准砖240×115×53　千块390　43T02040012多孔砖240×115×90　千块570　44T02042013综合净砂　t46.83　45T02043011碎石13~25　t46.83　46T02043012碎石25~38　t46.83　47T02043013碎石38~70　t46.83　48T02043014碎石粒径40内　t46.8349T02043015碎石粒径20内　t46.8350T02043016碎石粒径16内　t46.83　51T02043210块石毛石200~500　t35.63　52T02044011石灰膏　m388.5　82 本科毕业设计正文主要材料价格表工程名称：昌通公司综合楼工程序号材料编号材料名称规格、型号单位单价（元）备注等特殊要求53T02051012花岗岩板　m2136　54T02052019茶色玻璃10mm　m279.91　55T02060010镀锌铁钉50mm　kg3.69　56T02060567铝拉铆钉　只0.05　57T02060911膨胀螺栓M8×80　百套80　58T02061050木螺丝4×40　百只2.86　59T02061112镀锌铁丝12#　kg5.2　60T02061113镀锌铁丝18#　kg5.2　61T02061115镀锌铁丝22#　kg5.2　62T02061718自攻螺丝M3×15　百只1.45　63T02062010电焊条STJ422　kg5　64T02063040石料切割锯片　片27.7　65T02066021钢丝网　m211.26　66T02070213液化气　kg3.08　67T02071011改性沥青卷材　m228　68T02071217防水剂　kg2.59　69T02072038玻璃胶310g　支11.45　70T02072044油漆溶剂油　kg3.96　71T02073021沥青嵌缝防水油膏　kg1.83　72T02073036羧甲基纤维素　kg7.94　73T02073039107胶　kg2.27　74T02074061普通内墙涂料(803涂料)　kg0.92　75T02075351红丹防锈漆　kg10.64　82 本科毕业设计正文主要材料价格表工程名称：昌通公司综合楼工程序号材料编号材料名称规格、型号单位单价（元）备注等特殊要求76T02075810建筑石膏粉　kg0.77　77T02075812大白粉　kg0.23　78T02075824砂纸　张0.43　79T02075826熟桐油　kg9.74　80T02075829塑料薄膜　m20.4　81T02090011阻燃密目安全网　m213.2　82T02091013棉纱头　kg9.23　83T02091015草板纸　张0.1　84T02091016尼龙帽　个0.48　85T02091017隔离剂　kg5.16　86T02091018嵌缝料　kg0.59　87T02091024麻刀　kg1.46　88T02091026纸筋　kg0.56　89T02091029草袋　m24.48　90T02094010水　m31.95　91T02101022安全设施及照明费　元1　92T02101023回库维修费　元1　93T02101029其他材料费　元1　94T02102010金属周转材料　kg4.2　95T05020230商品泵送混凝土C20(20)　m3356　96T05030010商品泵送混凝土C20/P6(20)　m3356　97T05252508商品泵送混凝土C25(20)　m3373　82 本科毕业设计正文主要材料价格表工程名称：昌通公司综合楼工程序号材料编号材料名称规格、型号单位单价（元）备注等特殊要求98T05252509商品泵送混凝土C30(20)　m3389　99T05252510商品泵送混凝土C35(20)　m3406　82 本科毕业设计正文7.人材机价格表人材机价格表工程名称：昌通公司综合楼工程序号材料编号材料名称规格、型号单位数量单价（元）等特殊要求101068夯实机电动　台班26.7923.12202047步履式柴油打桩机6t　台班3.241932.24302052多功能压桩机4000kN　台班32.512548.89403008履带式起重机25t　台班19.51717.65503017汽车式起重机5t　台班10.29480.55604004载重汽车4t　台班57.78351.64704030机动翻斗车1t　台班0.83111.9805010电动卷扬机单筒慢速50kN　台班48.3980.18906007混凝土搅拌机500L　台班22.05114.051006016灰浆搅拌机200L　台班118.2452.691106052混凝土振捣器平板式　台班51.2511.51206053混凝土振捣器插入式　台班150.729.351307002钢筋切断机　台班25.4935.421407003钢筋弯曲机　台班59.9820.851507012木工圆锯机Φ500　台班80.0422.961607072管子切断机Φ150　台班12.6239.081708011电动离心清水泵多级Φ50　台班1.12238.6382 本科毕业设计正文人材机价格表工程名称：昌通公司综合楼工程序号材料编号材料名称规格、型号单位数量单价（元）等特殊要求1809002交流电焊机32KV·A　台班29.9279.361909008直流电焊机32kW　台班109.2388.012009010对焊机75kV·A　台班19.17107.5221JXFTZ机械费调整　元0.01182 本科毕业设计正文7.主要工日价格表主要工日价格表工程名称：昌通公司综合楼工程序号工日名称单位数量定额价市场价价差合计1人工III类工日329.9439503629.342人工Ⅰ类工日1086.1631409775.443人工Ⅱ类工日10325.96344392933.644人工Ⅲ类工日5045.46395055500.06　合计　　　　254765.5082 本科毕业设计正文9.工程量计算表定额编号工程项目及名称单位工程数量计算式一建筑面积　m24450.4一层H=2.4mS=26.24×15.14+1.12×3.04=400.68m2二层~九层H=2.9mS=44.6×8=3532.8m2十层H=2.9mS=441.6m2机房层H=3mS=7.64×6.74=51.49m2小计4450.4m2二土方工程1-2*1.08换桩承台挖土(三类土)m31081.95CT1:[（1.2+0.2+0.33×1.655+0.3×2）2×（2.03+0.225-0.6）+0.332+1.6553/3）]×3只=119.6m3CT2:[（1.2+0.2+0.33×2.155+0.3×2）×（3.3+0.2+0.33×2.155+0.3×2）×(2.53+0.225-0.6)+0.332×2.1553/3]×3个=85m3CT3:{[1/2(2.792+0.2+0.33×2.155+0.3×2+3.484+1.2+0.33×2.155+0.3×2)×(0.6+0.1+0.3+0.33×2.155/2)+1/2(0.693+0.2+0.33×2.155+0.3×2+3.484+1.2+0.33×2.155+0.3×2)×(1.82+0.6+0.1+0.3+0.33×2.155/2)]×(2.53+0.225-0.6)+0.332×2.1553/3}×4个=154.29m3CT4:[(4.2+0.2+0.33×2.655+0.3×2)×(3.86+0.2+0.33×2.655+0.3×2)×(3.03+0.225-0.6)+0.332×2.6553/3]×1个=88.17m3CT5:[(1.2+0.2+0.33×2.655+0.3×2)×(3.65+0.2+0.33×2.655+0.3×2)×(3.03+0.225-0.6)+0.332×2.6553/3]×1个=41.43m3CT6:[(3.3+0.2+0.33×2.155+0.3×2)×(54+0.2+0.33×2.155+0.3×2)×(2.53+0.225-0.6)+0.332×2.1553/3]×1个=71.99m3CT7:{[(2.949+0.2+0.33×2.155+0.3×2)2+(3.57+0.2+0.33×2.155+0.3×2)×(4.17+0.2+0.33×2.155+0.3×2)]×(2.53+0.225-0.6)+0.332×2.1553/3]×1个=103.29m³82 本科毕业设计正文工程量计算表定额编号工程项目及名称单位工程数量计算式CT8:[(1.2+0.2+0.33×2.155+0.3×2)2×(6+0.2+0.33×2.155+0.3×2)×(2.53+0.225-0.6)+0.332×2.1553/3]×2个=88.44m3CT9：[(1.2+0.2+0.33×2.155+0.3×2)×(6.4+0.2+0.33×2.155+0.3×2)×(2.53+0.225-0.6)+0.332×2.1553/3]×4个=186.23m3CT10：[(1.2+0.2+0.33×2.155+0.3×2)×(5.4+0.2+0.33×2.155+0.3×2)×(2.53+0.225-0.6)+0.332×2.1553/3]×2个=81m3CT11：[(4.58+0.2+0.33×2.155+0.3×2)×(3.403+0.2+0.330.33×2.155+0.3×2)+1/2(4.58+0.2+0.33×2.155+0.3×2)×(1.694+0.1+0.33×2.155+0.3)]×1个=80.88m3CT12：(3.1+0.2+0.33×2.155+0.3×2)×(5.4+0.2+0.33×2.155+0.3×2)×(2.53+0.225-0.6)×1个=68.65m3小计1081.95m31-2承台梁m353.73CTL1:(1.2+0.2+0.33×2.155+0.3×2)×[(3.7-0.6×2)×2+(3.8-0.6×2)+(2.8-0.6×2)]×(2.53+0.225-0.6)=53.7m31-2基础梁m3146.8JL1:(0.5+0.2+0.3×2)×[(3.7-0.6×2)×2+(7.4-1.95-0.93)×2+(3.8-0.6×2)+(2.8-0.6×2)+(3.7-0.85-1.569)×2]×(1.83+0.225-0.6)=39.34m3JL2:（0.4+0.2+0.33×2.405+0.3×2）×(1.98×2+1.525×2)×(2.78+0.225-0.6)=33.55m3JL3:(0.3+0.2+0.3×2）×[(3.7-0.6-1.569)×2+(74-1.78-2)+(3.8-0.7-2.17)+(7.4-1.78-1.4)+(3.8-0.7-2.17)+2.5+(4.2-0.6-1.569)+(4.2-1.569-0.675)+(2.3-0.675-0.6)+(2.8-0.6-1.237)+(3.7-1.783-0.6)+(14.9-4.1-2.4-4.1)+(6.5-1.576-1.15)+(6.5-1.75-1.993)+(6.5-1.922-1.75)+(2.3-0.15-1.2)+(2.3-0.73-1.2)+(6.5-1.83-1.95)+(6.5-1.993-0.25)+(6.5-3.9-1.75)+(6.5-2.7-1.75)+(14.9-3.9-2.4-2.7)]×(1.53+0.225-0.6)=1.1×58.17×1.155=73.9m382 本科毕业设计正文工程量计算表定额编号工程项目及名称单位工程数量计算式三桩基础工程2-33打压预应力混凝土管桩PHC-A600(110)m4335Z1：L=55×63=3465mZ2：L=58×15=870m2-28送桩m191.54（2.03-0.6+0.5）×2=3.86m（2.53-0.6+0.5）×69=167.67m（3.03-0.6+0.5）×5=14.65m（2.78-0.6+0.5）×2=5.36m2-135凿混凝土桩头个782-89换桩头管芯C35m313.71Ф600：Z1=π×(0.3-0.11)2×1.55×63=11.07m3Z2=π×(0.3-0.11)2×1.55×1.5=2.64m34-410刚托板t0.21π×(0.3-0.11)2×3×7.85×78=208.22kg四砌筑工程3-975厚碎石垫层m321.88CT：1.4×1.4×3个+1.4×3.5×3个+[1/2(2.992+3.684)×0.7+1/2(0.893+3.684)×2.52]×4个+4.4×4.06×1个+1.4×3.85×1个+5.6×3.5×1个+（3.57×4.37+3.149×3.149）×1个+1.4×6.2×2个+1.4×6.6×4个+1.4×5.6×2个+（4.78×3.503+1/2×4.78×1.794）×1个+3.3×5.6×1个=330.9×0.075=17.32m3CTL：1.4×9.2×0.075=0.97m3JL：0.7×20.8+0.6×7.01+0.5×58.17×0.075=3.59m382 本科毕业设计正文工程量计算表定额编号工程项目及名称单位工程数量计算式CTL：12.88×0.15=1.93m3JL：47.85×0.15=7.18m3±0.00以下L外：0.25+3.97+0.15+0.25×2+0.15×2+0.25+4.22=9.64mL内：5.74×2+5.74+5.24+4.22+2.56+2.07+1.96+1.8+1.6+2.56+2.04=41.27m1/2：0.66m3-13换M10水砂砌Mu10粉煤灰实心砖砖基m35.05(9.64+41.27+0.66)×043×0.24-0.27=5.05m33-13换M10水砂砌Mu10粉煤灰实心砖砖基m35.87(51.57-10.8)×0.6×0.24=5.87m33-23换标准砖墙厚1/2砖m30.050.66×0.6×0.12=0.05m3±0.00以上二~十L外：7.9×2+3.97=19.77m19.77×9层=177.93mL内：3.33×3+3.2×3+7.4+2.44×2+2.22×2+5.12×3+4.92+5.74×2+5.7+5.44+2.56+2.06+1.74+23.24+23.74=132.55m132.55×9层=1192.95m1/2：[(0.6+2.24+1.62)×10+(0.76+0.6)×5+(1.62+0.6×2+1.5)×3+2.28+1.92+0.8+0.6+0.66]×9层=70.62×9=635.58m顶层：L外：4.2×2+1.74=10.14机房层L外：5.94+6.44+3.54+5.54+2.14+4.32=27.92mL内：5.94+5.7+4.32+2.56×2+1.74+2.06=24.88m1/2：0.66m82 本科毕业设计正文工程量计算表定额编号工程项目及名称单位工程数量计算式±0.00以下：(9.64+41.27+0.66)×043×0.24-0.27=5.05m31/2：0.66×3.6×0.12=0.290.66×0.6×0.12=0.05m3（9.64+4.27）×3.6×0.24=12.02m3±0.00以上：（177.93+1192.95）×（2.9-282.84+729.99-23.72）×0.24-（46.49+218.76-11.42）=462.92m3顶层：[（27.92+2.88+0.66）×3.0+10.14×1.3-23.72]×0.24-11.42=24.54m31/2：（635.58×2.9+0.66×3.0-145.53）0.12-20.47=183.49m3阳台：L：（0.9+0.84×5+0.38+1.8×5+0.68×2+0.7+0.83+1.52+1.0）×9=179.01mS外：9.64×4.09+177.93×2.79+27.92×2.89+10.14×1.19+519.13-282.84=864.9m2S内：V=179.01×2.1×0.24=90.22m31/2：(0.6+1.9)×5×9×2.1×0.12=28.35m3女儿墙：（23.5+4.2+14.8+29+17.4）×1.02×0.24-0.24×0.3×1.02×32=21.86m3（51.57+66.44/0.43）×0.24=49.46m3（21.18+66.44）×2=175.24m33-36换厨卫M5水砂MU10烧结多孔砖墙1/2m3170.47（635.58×2.9+0.66×3.0-145.53）0.12-20.47=183.49m3183.49-13.02=170.47m33-21换顶层M7.5混砂Mu10m324.54[（27.92+2.88+0.66）×3.0+10.14×1.3-23.72]×0.24-11.42=24.54m33-21其余M5混砂Mu10m3559.983-23M5混砂Mu101/2m328.35(0.6+1.9)×5×9×2.1×0.12=28.35m382 本科毕业设计正文工程量计算表五混凝土工程4-199换C30独立基础m3298.191.2×1.2×1×3个+1.2×3.3×1.5×3个+[1/2（2.792+3.484）×0.6+1/2（0.693+3.484）×2.42]×1.5×4个+4.2×3.86×1.5×1个+3.3×5.4×1个+（3.57×4.17+2.0149×2.949）×1.5×1个+1.2×6×1.5×4个+1.2×5.4×1.5×2个+（3.403×4.58+1/2×4.58×1.694）×（1.5×1个+3.1×5.4×1.5×1个=298.19m34-206换C30承台梁m323.181.2×12.88×1.5=23.18m34-206换C30基础梁m320.56JL1:0.5×20.8×0.8=8.32m3JL2:0.4×7.01×1.25=3.51m3JL3:0.3×58.17×0.5=8.73m34-318砖膜m31.45（2.54×1.25×0.24+1.98×1×0.12）×2=1.45m34-200250厚底板m31.93（2+1.9）×1.98×0.25=1.93m34-197150厚C20素砼垫层m343.75CT：230.9×0.15=34.64m3CTL：12.88×0.15=1.93m3JL：47.85×0.15=7.18m382 本科毕业设计正文工程量计算表定额编号工程项目及名称单位工程数量计算式4-203换C35矩形柱L=1.8内m33.491.63+1.86=3.494-203换C35矩形柱L>1.8m355.0310.3+10.71+22.6+7.68+3.74=55.034-203换C30矩形柱L=1.8内m35.582.79+2.79=5.584-203换C30矩形柱L>1.8m374.8265.22+9.6=74.824-203换C25矩形柱L=1.8内m352.4823.64+6.96+7.98+8.32+4.3+1.28=52.484-203换C25矩形柱L>1.8m32.192.194-212换C35砼墙m389.718.19+30.34+51.18=89.714-212换C30砼墙m37816.71+61.29=784-212换C25砼墙m3110.7116.71+61.29+26.0+6.71=110.714-203换C20构造柱m3125.782.58+10.34+15.51+15.51+5.17+1.43+5.44+7.45+2.35=125.784-207换C30梁h=300内m310.732.97+0.04+2.45+1.41+2.45+1.41=10.734-207换C30梁h=600内74.7813.0+10.74+13.86+8.58+0.68+13.86+8.58+0.68+4.8=74.784-207换C35梁h=600内3.21.6+1.6=3.24-207换C35梁h>6002.912.21+0.35+0.35=2.914-207换C25梁h=300内25.5211.38+11.58+2.36=25.524-207换C25梁h=600内171.169.36+74.16+12.81+11.02+0.61+3.14=171.14-207换C30梁h>6001.051.054-207换C25梁h>6003.371.05+1.29+0.68+0.35=3.3782 本科毕业设计正文工程量计算表定额编号工程项目及名称单位工程数量计算式4-210换C30平板m3105.4535.15+35.15+35.15=105.45m34-210换C25平板m3265.22105.45+105.45+36.55+8.77+9.0=265.22m34-221换C30阳台m3191.281.636/12.36×3=1.636/74.161.986/13.21×3=1.986/39.633.23/34.96×3=3.23/104.882.314/3.23×3=2.314/9.69m34-221换C25阳台m3382.561.636/12.36×6=1.636/74.161.986/13.21×6=1.986/79.263.23/34.96×6=3.23/209.762.314/3.23×6=2.314/19.38m34-220换C25雨篷m3147.5512.36+13.21+34.96+3.23+71.82+11.97=147.55m34-203换C25构造柱m33.863.86m3C25翻沿m347.8547.85m34-206换C25基础梁m344.240.5+20.56+23.18=44.24m34-208换C25圈梁m30.540.54m34-357C20砼压顶m314.914.9m34-222C20栏板m30.50.5m34-218换C25楼梯67.8616.7+9.28+5.8+10.44+6.96+3.51+2.34+12.83=67.86147.554-222屋面排烟井200高素砼翻边m32.030.24×[（0.52+0.68）×2×6+（0.52+1.22）×2×8]×0.2=2.03m34-222空洞200高素砼翻边m315.440.12×2.86×5×9=15.44m34-335预制过梁m327.43厨卫（0.7+0.5）×0.24×0.15×99=4.28m3顶层[（1.2+0.5）×4+2.0+（0.6+0.5）×2+1.1+（1.67+0.5）]×0.15+(1.5+2.0×9)×0.12=4.484.48×0.24=1.08m3其余[1.5×10+1.7×18+2.0×9+（1.8+0.5）×27]×0.12+[（10.9+0.5）×9+（1.8+0.5）×54+（1.85+0.5）×18+1.5×99+（1.2+0.5）×30+（1.2+0.5）+（1.5+0.5）×9+（0.6+0.5）×12+（1.67+0.5）×10]×0.15=15.08+76.86=91.94m391.94×0.24=22.07m382 本科毕业设计正文工程量计算表定额编号工程项目及名称单位工程数量计算式4-222厕所200高素砼翻边m328.04(0.48+2.22+1.62+0.3+0.86)×11×9×0.12×0.2+(0.48+1.32+1.36)×11×9×0.24×0.2=28.04m34-393现浇构件圆钢t21.3354-394现浇构件螺纹钢t236.454六屋面及防水工程非上人屋面7-140厚C20细石随捣随抹平m263.927.46×2.56+7.16×6.26=63.92m2ф4@150双向63.92×1.1=70.31kg=0.07t自定义DJ-Z水泥砂浆增强剂m263.92自定义40厚挤塑聚苯板m263.927-434mm高聚物改性沥青防水卷材m282.9663.92+反边[（17.46+2.56）×2+6.26+7.16+4.86+（4.6+2.3）×2]×0.25=82.96m27-520厚水泥砂浆找平层m263.92自定义GRC发泡材料找平层m24.062%找坡最薄处30mm：7.46×2.56×0.056=1.07m2（4.86×6.26+1.66×2.26）×0.074=2.53m24.36×2.06×0.051=0.46m2人上平屋面自定义200×200地缺砖m2387.9422.06×1.56+0.96×2.76+25.52×14.66+0.96×2.76+22.96×1.56+2.56×0.86-63.92=387.94m27-9420厚1:2水泥砂浆(3%-5%防水剂)m249.46（51.57+66.44/0.43）×0.24=49.46m3自定义沥青麻丝嵌实m80.5677.56+0.6×5=80.56m82 本科毕业设计正文工程量计算表定额编号工程项目及名称单位工程数量计算式7-140厚C20细石混凝土随捣随抹平m2387.94ф4@150双向387.94×1.1=426.73kg=0.427t自定义DJ-Z水泥砂浆增强剂m2387.94自定义40厚挤塑聚苯板m2387.947-434mm高聚物改性沥青防水卷材m2416.95387.94+反边（23.26+2.76+0.96+14.56+2.8+7.64+8.18+25.36+2.76+0.96+13.46+3.46+1.56+8.3）×0.25=416.95m27-520厚水泥砂浆找平层m2387.94自定义GRC发泡材料找坡层m227.162%找坡最薄处30mm：387.94×0.07=27.16m37-43SBS改性沥青m210.5642.24×0.25=10.56m2七附属工程9-92散水（1:2水砂抹面，20厚1:3水砂底m246.54（22.54+15.14）×2+1.1×2=77.56m277.56×0.6=46.54m29-102室内坡道m26.953.82×1.82=6.95m29-100台阶m215.222.42×3.7+3.52×1.78=15.22m2台阶粉11.26+13.62=24.88m2八楼地面工程底层地面：25.76×14.66+2.5×0.95-（2.85×3+1.75）×0.3+（6.5×4+2.56×4+1.96×3+4.72×2）×0.24=364.55m210-1换100厚C20砼m236.46364.55×0.1=36.46m382 本科毕业设计正文ф10@200反向工程量计算表定额编号工程项目及名称单位工程数量计算式10-135栏杆扶手m4.263.7×1.15=4.26m10-320厚水泥砂浆m2364.55防水涂料一遍m2402.68364.55+反边[(2.85×3+0.8×2+0.85×3+0.75+0.4×6+1.9×2+7.64+0.95+2.5)+(2.85×3+6.5×5+2.56×4+1.96×3)×2]×0.25=402.68m210-1230厚细石砼找平m2364.5510-12卫生间厨房30厚C20细石砼（5%VC）m2401.49[（1.32×0.86+1.36×1.62+1.44×0.48）×10+1.04×0.86+1.42×1.92+1.44×0.48]×9=401.49m210-5水砂随捣随抹m2401.4910-20换楼梯20厚磨光花岗石10厚1:1水砂m2211.1110-120厚1:3水泥砂浆m2211.1110-88120高磨光花岗石踢脚板m218.5448.32×1.15+84.28+14.62=154.47154.47×0.12=18.5410-12其余楼面30厚C20细石混凝土m22505.75(22.96×14.66+1.1×2.56)×9+（7.16×6.26+2.56×7.36）-（211.11+401.49）=2505.7510-5水砂随捣随抹m22505.7510-105花岗岩楼梯面m2456.86[9.64+177.93+27.92+10.14+（41.27+0.66+1192.95+635.58+24.88+0.66-15.54×10）×2+100.3]×0.12=456.86自定义10厚塑料条m3807.1310-124楼梯玻璃楼板m115.14（2.6+2.6×2+2.24×2×8+2.52×2+1.38）×1.15=57.57m82 本科毕业设计正文57.57×2=115.14m10-138空洞板铸铁护栏m27.9(1.9+0.6×2)×9=27.9m工程量计算表定额编号工程项目及名称单位工程数量计算式九墙柱面工程11-6换厨房，厕所1:3水砂分层6厚1:2水砂面m22638.67S=(1.44+0.48×2+1.32+1.62+2.22×2+0.3)×11×9×2.79-145.53=2784.2-145.53=2638.6711-45基础梁承台表面防护m2254.064.32+11.88+27.75+16.21+4.38+17.82+23.58+14.4+30.72+12.96+19.47+16.74+15.46+10.4+28+17.45+7.72=254.06m211-11多孔砖内12厚1:1:6混砂6厚混砂m28277864.9+100.88+4707.63×2面-7638.67+67.86+466.76=8277m2楼梯内白色内墙乳胶漆m21185.75（5.36+2.56+5.06+2.56）×2×（4.2+3）+5.36+2.56+5.06+2.56）×2×2.9×9-（1.5×1.5×1.2×2.1）×2×11=930.02m2楼梯底：211.11×1.15+5.06×2.56=255.73m211-7混凝土墙面水砂粉m22270.04786.95+1483.09=2270.04m211-30独立柱粉m295.111-45零星粉m2484.7811-26梁柱面钉钢丝网m2969.12自定义界面剂m24342.853373.13+969.72=4342.85m211-66外墙界面剂m21973.989.64×4.2+（179.01+17.4×9）×2.9+98.9×1.02+27.92×3.0+10.14×1.3+786.95-282.84-58.77=1656.92m267.86+0.5×498.4=317.06m21656.92+317.06=1973.98m2自定义8厚防水抗裂砂浆m21973.9882 本科毕业设计正文工程量计算表定额编号工程项目及名称单位工程数量计算式十天棚工程12-3换天棚（6厚1:1:4）m23360.183373.13-5.06×2.56=3360.18m2十一门窗工程13-41彩色铝合金门m2359.117.01+262.16+69.93=359.1m213-63电子对讲保安门m2207.9207.9m213-35乙级防火门m2119.9285.68+2.74+31.5=119.92m213-35丙级防火门m2239.4579.92+14.04+145.53=239.45m213-77彩色铝合金窗m2685.5165+32.4+49.5+33.06+72.9+34.02+207.9+90.72=685.5m213-82异形窗m2215.46215.46m213-68玻璃幕墙m229.3219.03+10.29=29.32m2十二油漆、涂料、裱糊工程14-167防滑水面砖涂料m2322.14（19.64+127.44/4.17）×3.7+(19.77+128.42/2.9)×2.1+10.3×2.1+1.19×2.9×5=322.14m214-167白色外墙涂料m22233.52555.64-322.14=2233.5m2十三家装补充定额Z-3楼梯内白色内墙乳胶漆m21185.75（5.36+2.56+5.06+2.56）×2×（4.2+3）+5.36+2.56+5.06+2.56）×2×2.9×9-（1.5×1.5×1.2×2.1）×2×11=930.02m2楼梯底：211.11×1.15+5.06×2.56=255.73m282 本科毕业设计正文工程量计算表定额编号工程项目及名称单位工程数量计算式十四节能补充定额J2-11外墙内耐碱破纤维围格布m21614.379.64×4.09+(179.01+17.4×9)×2.79+98.9×1.02+27.92×2.88+10.14×1.18+786.95-(282.84+58.77)=1614.37m2J2-17换20厚聚合物保温砂浆m21973.98混凝土及钢筋混凝土模板工程4-28基础梁模板m2283.1444.24×6.4=283.14m24-1基础垫层模板m260.3843.75×1.38=60.38m24-7承台模板m2560.6298.19×1.88=560.6m24-22矩形柱模板m21.8内61.55×9.92=610.58m21.8上132.04×6.79=896.55m24-22构造柱模板m2464.569.64×6.67=464.5m24-31梁0.3m内模板m2497．6438.28×13=497.64m24-310.6m内模板m22640.25249.08×10.6=2640.25m24-310.6m上模板m259.377.33×8.1=59.37m24-40平板模板m22998.44372.94×8.04=2998.44m24-40压顶模板m2376.2314.9×25.25=376.23m24-61翻沿模板m2923．0（47．85+0.5）×19.094-36圈梁模板m23.9382 本科毕业设计正文4-58楼梯模板m2211.114-60雨篷模板m2147.554-60阳台模板m2573.844-36过梁模板m2292.3640.16×7.28=292.36工程量计算表定额编号工程项目及名称单位工程数量计算式4-49直形墙模板2038.93274.05×7.44=2038.934-56电梯井壁56.814.37×13.0=56.81脚手架16-9综合脚手架m24450.416-37满堂脚手架m2364.5516b-13.6m内墙抹灰脚手架m213588.3916b-23.6m内天棚抹灰脚手架m23066.16垂直运输17-5建筑物垂直运输m24450.44450.4m2机械费用18-2人工降效增加费万元118-20机械降效增加费万元118-38m24450.482 本科毕业设计正文加压水泵台班及其他费用18-55层高超过3.6m增加压水泵台班m2400.68工程量计算表定额编号工程项目及名称单位工程数量计算式门窗合计彩色铝合金门m2359.117.01+262.16+69.93=359.1m2电子对讲保安门m2207.9207.9m2乙级防火门m2119.9285.68+2.74+31.5=119.92m2丙级防火门m2239.4579.92+14.04+145.53=239.45m2彩色铝合金窗m2685.5165+32.4+49.5+33.06+72.9+34.02+207.9+90.72=685.5m2异形窗m2215.46215.46m2玻璃幕墙m229.3219.03+10.29=29.32m282 本科毕业设计正文10.钢筋计算表钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1KZ1Φ186.331275.961522ф82.03623Φ104.6832149.76924KZ2Φ186.8842288.965785Φ105.8494548.963396KZ3Φ186.8824165.123307Φ104.6877360.362208KZ4Φ186.881282.561659Φ104.6845210.613010KZ5Φ166.7824162.7625711Φ102.2864145.929012KZ6Φ186.8860412.882613Φ104.68160748.846214KZ7Φ186.331275.615215Ф82.036216Φ104.6632149.129217KZ8Φ186.8824165.1233018ф84.68628.081119Φ106.8864440.3218520KZ9Φ185.52815438521Φ106.9764446.08217本页合计ф15Φ500282 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1KZ10Φ206.97854.321382Φ186.88855.041103Φ106.732214.41324KZ11Φ166.781281.361295Φ104.9632158.72986YJZ1Φ227.0618127.083797Φ125.2345235.352098YJZ2Φ227.0616112.963379Φ125.2345235.3520910YJZ3Φ227.0622155.3246311Φ126.9945314.5527912YJZ4Φ227.0620141.242113Φ126.9945314.5527514YJZ5Φ227.0620141.242115Ф126.8945310.0527516YJZ6Φ227.0624169.4450517Φ127.2845327.629118YJZ7Φ227.0620141.242119Φ126.9945314.5527920YAZ1Φ227.0664451.841346Φ126.713602415.6572YAZ2Φ187.0632225.92440Φ121.79180322.230221YDZ1Φ227.0634240.04715Φ127.4890673.2598Q1Φ106.5144936578本页合计фΦ947882 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1Φ103.263521147.527082ф60.28440123.2323Q2Φ106.51491564Φ103.5903151945ф60.284412.3236Q3Φ106.520130807Φ102.14180385.22388ф60.286618.4859LL1Φ203.58621.485310Φ123.341240.083611Φ102.481434.722112LL2Φ204.481253.7613613Φ124.2424101.769314Φ103.0834104.725215LL3Ф204.48626.886616Φ124.24833.923017Φ103.081752.363218LL4Φ204.48626.886619Φ124.24625.442320Φ102.481742.1626KZ1Φ187.141285.68171Φ104.6842196.56121本页合计ф40Φ202282 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1KZ2Φ187.1436257.045142Φ105.14126647.644003KZ3Φ187.1424171.363434Φ104.681004682895KZ4Φ187.141285.681716Φ104.6857266.761657KZ5Φ166.9824167.522658Φ102.2884191.521189KZ6Φ187.1460428.485710Φ104.68210982.860611KZ7Φ187.141285.6817112Φ104.6642195.7212113KZ8Φ187.1424171.3634314Φ104.6884393.1224315KZ9Ф187.1424171.3634316Φ105.1484431.7626617KZ10Φ187.141499.3620018Φ106.742281.417419KZ11Φ166.981283.7613220Φ104.6842196.5612121YJZ1Φ187.1418128.5625722Φ105.0657288.4217823YJZ2Φ187.1416114.24228本页合计фΦ268182 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1YJZ3Φ104.7557260.491672Φ187.1420142.82863YJZ4Φ106.3157349.412224Φ187.1418128.522575YJZ5Φ106.3157359.672226Φ187.1418128.522577YJZ6Φ105.8657334.022068Φ187.1422157.083149YJZ7Φ105.8657334.0220610Φ187.1418128.5225711YJZ8Φ106.3157359.6722212Φ187.1422157.0831413YAZ1Φ106.0357343.7121214Φ187.1464456.9691415Ф100.31912282.7217416YDZ1Φ181.59456725.0444717Φ107.1432228.4845718Q1Φ180.311434.244319Φ106.842281559.5296220Φ103.366842298.24141821Q1Ф60.284501263322Φ106.8476519.8432123Φ103.38228770.64457本页合计ф33Φ875382 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1Φ60.2815042112Q1Φ106.8430205.21273Φ102.3114262.22324Φ60.286016.845LL1Φ203.581242.961066Φ163.461241.52667Φ101.482841.44268LL2Φ204.5824109.922729Φ164.4624107.0416910Φ101.4868100.646211LL3Φ204.581254.9613612Φ124.461253.524813Φ101.483450.323114KZ1Φ1810.9212131.0426215Ф104.6863294.8412416KZ2Φ1610.6836384.4860717Φ104.68189884.5254618KZ3Φ1810.9224262.0852419Φ104.68144673.9241620KZ4Φ1810.9212131.0426221Φ104.6886402.4824822KZ5Φ1610.6824256.3240523LL1Φ203.581864.415924Φ123.461862.285525Φ101.484262.163826Φ204.5848219.8434327Φ124.4636160.5614328Φ101.48102150.969329Φ204.581882.4420430Φ124.461880.287131Φ101.485175.4847本页合计15602282 本科毕业设计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)ф(一级)Φ(二级)1Φ102.281261772KZ6Φ1810.926013103Φ104.683159104KZ7Φ1810.92122625Φ104.66631816KZ8Φ1810.92245247Φ104.681263648KZ9Φ1810.92245249Φ104.6812636410KZ10Ф1810.921430611Ф105.846322712KZ11Φ1610.681220213Φ104.686318214GJZ1Φ1610.681423615Φ104.754312616GJZ2Φ1610.681423617Φ104.754312618GJZ3Φ1610.681627019Φ105.514314620GJZ4Φ1610.681627021Φ105.514314622GJZ5Φ1610.681627023Φ105.3943143本页合计фΦ750282 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1GJZ6Φ1610.6816170.882702Φ105.3943231.771433GJZ7Φ1610.6816170.882704Φ105.5143236.931465GJZ8Φ1610.6816170.882706Φ106.4643277.781717GAZ1，GAZ2Φ1610.6848512.648108Φ101.596881093.926759GDZΦ1610.6824256.3240510Φ103.72126468.7228911Q1Φ1010.231601636.8101012Φ103.3613764623.36285213ф60.28840235.26114KZ1Φ1610.9212131.0420715Ф102.2863143.648916KZ2Φ1811.1936402.8480617Φ102.28189430.9226618KZ3Φ1610.9224262.0841419Φ102.28144328.3220320KZ4Φ1610.9212131.0420721Φ102.2886196.0812122KZ5Φ1610.9224262.0841423Q1Φ1010.2320204.612624Φ103.16172543.5233525ф60.2810529.48本页合计ф69Φ1049982 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1Φ102.28126287.281772KZ6Φ1610.9260655.210353Φ102.28315718.24434KZ7Φ1610.9212131.042075Φ102.2863143.64896KZ8Φ1610.9224262.084147Φ102.28126287.281778KZ9Φ1610.9224262.084149Φ102.28126287.2817710KZ10Φ1610.9212131.0420711Φ104.6863294.8418212KZ11Φ1610.9212131.0420713Φ102.2863143.648914GJZ1Φ1610.9214152.8824215Ф104.7543204.2512616GJZ2Φ1610.9214152.8824217Φ104.7543204.2512618GJZ3Φ1610.9216174.7227619Φ105.5143236.9314620GJZ4Φ1610.9216174.7227621Φ105.5143236.9314622GJZ5Φ1610.9216174.7227623Φ105.3943231.77143本页合计фΦ581782 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1GJZ6Φ1610.9216174.722762Φ105.3943231.771433GJZ7Φ1610.9216174.722764Φ105.5143236.931465GJZ8Φ1610.9216174.722766Φ106.4643277.781717GAZ1,GAZ2Φ1610.9248524.168288Φ101.596881093.926719GDZ1Φ1610.9224262.0841410Φ103.72126468.7228911Q1Φ1010.381601660.8102512Φ103.366882311.68142613ф60.28840235.26114Φ1010.3820207.612815Ф103.1686271.7616816ф60.2810529.4817LL1Φ203.581864.4415918Φ123.461862.285519Φ101.484262.163820LL2Φ204.5836164.8840721Φ124.4636160.5614322Φ101.48102150.969323LL3Φ204.581882.4420424Φ124.461880.287125Φ101.485175.4847本页合计ф69Φ745482 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1KZ1Φ163.641243.68692Φ102.282147.88303KZ2Φ163.6436131.042074Φ102.2863143.64895KZ3Φ163.642487.361386Φ102.2849111.72697KZ4Φ163.641243.68698Φ102.282863.84399KZ5Φ163.642443.6813810Φ102.284295.765911KZ6Φ163.6460218.434512Φ102.28105239.414813KZ7Φ163.641243.686914Φ102.282147.883015KZ8Ф163.642487.3613816Φ102.284295.765917KZ9Φ163.642487.3613818Φ102.284295.765919KZ10Φ163.641243.686920Φ102.282147.886121KZ11Φ163.641243.686922Φ102.282147.883023KZ12Φ163.641450.9681本页合计фΦ220382 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1Φ104.751466.5412GJZ2Φ163.641450.36813Φ104.751466.5414GJZ3Φ163.641658.24925Φ105.511477.14486GJZ4Φ163.641658.24927Φ105.511477.14488GJZ5Φ163.641658.24929Φ105.391475.464710GJZ6Φ163.641658.249211Φ105.391475.464712GJZ7Φ163.641658.249213Φ105.511477.144814GJZ8Φ163.641658.249215Ф106.461490.445616GAZ1，GAZ2Φ163.6448174.7250417Φ101.59224356.1622018GDZ1Φ163.642487.3613819Φ103.7242156.249620Q1Φ103.66160585.6361Φ103.36224752.64464ф60.2828078.420Φ103.362067.24521Φ103.162888.4855Φ60.28359.83本页合计ф23Φ289282 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1LL1Φ203.58621.48532Φ123.46620.76783Φ101.481420.72134LL2Φ205.581266.961365Φ124.461253.52486Φ101.483450.32317LL3Φ204.58627.48688Φ124.46626.76249Φ101.481725.161610KZ1Φ164.551254.68611Φ102.282352.443212KZ2Φ164.5536163.825913Φ102.2869157.329714KZ3Φ164.551254.68615Ф102.2854123.127616KZ4Φ164.551254.68617Φ102.283170.684418KZ5Φ164.551254.68619Φ102.2846104.886520GJZ1Φ164.551463.710121Φ104.751571.254422GJZ2Φ164.551463.710123Φ104.751571.2544本页合计фΦ161482 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1GAZ1Φ164.551254.6862Φ101.593047.7293GDZ1Φ164.5524109.21734Φ103.7230111.6695Q1Φ103.9640158.4986Φ103.3690302.41247ф60.288022.468Φ103.962079.2499Φ103.163094.85810ф60.2841.12311Q2Φ101.562021.21912Φ103.16618.961213ф60.28102.8114LL1Φ203.58621.485315Ф123.46620.761816Φ101.481420.721317GZ1Φ125.02412010718ф60.96120115.23019GZ2Φ125.063.02720ф61.22024621GZ3Φ125.04201822ф60.962019.2523本页合计ф51Φ95382 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1GZ1Φ123.33240799.27102ф60.96120011523003GZ2Φ123.3360199.81774ф61.2200240625GZ3Φ123.3380266.42376ф60.964003841007GZ4Φ123.33280932.48528ф60.9614401382.43599GZ5Φ123.333961318.68117110ф60.9619801900.849411GZ3Φ121.27810.16912ф60.9643.841133.6板A~B/③-④Φ104.0666267.9616514Φ103.76022215115Φ102.16144311.0419216Φ101.8144259.216017A~B/⑾-⑿Φ103.361447.042918Φ103.01442.02619Φ101.563859.283720Φ101.23845.62821B~C/②-③Φ104.1189774.947822Φ103.7189699.343123Φ104.516875646624Φ104.1168688.8425本页合计ф1352Φ573782 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1B~C/②-③Φ102.16105226.81402Φ101.81051891173Φ102.7677212.521314Φ102.477184.81145Φ102.26105237.31466Φ101.9105199.51237Φ102.7684231.841438Φ102.484201.61249C~D/②-③Φ104.0684341.0421010Φ103.784310.819211Φ102.26168379.6823412Φ101.9168319.219713D~E/②-③Φ102.1660129.68014Φ101.8601086715Ф102.6644117.047216Φ102.344101.26217Φ102.263067.84218Φ101.930575319Φ102.662454.243920Φ102.32455.23421Φ102.763082.85122Φ102.430724423Φ102.663079.84924Φ102.3306943本页合计фΦ248982 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1Φ102.661231.92202Φ102.31227.6173Φ102.261533.9214Φ101.91528.5185Φ103.161547.4296Φ102.81542267Φ102.661847.88308Φ102.31841.4269D~E/②-③Φ104.1454223.5613810Φ103.754199.812311Φ104.6448222.7213712Φ104.248201.612413D~E/④-⑥Φ102.6643114.387114Φ102.34398.96115Ф106.8615102.96316Φ106.51597.56017D~E/⑥-⑧Φ104.5654246.2415218Φ104.254226.814019Φ104.5654246.24715220Φ104.254226.814021E~F/②-③Φ104.062289.325522Φ103.72281.46023Φ102.1648103.686424Φ101.84886.453本页合计фΦ177082 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1E~F/⑥-⑧轴Φ104.5622100.32622Φ104.22292.4573Φ102.1654116.64724Φ101.85497.2605Φ103.96727.72176Φ103.6725.2167Φ101.562335.88228Φ101.22327.6179Φ10573601023.700屋面板A~B/③-④Φ104.0888359.0422211Φ103.788325.620112Φ102.18192418.5625813Φ101.8192345.621314A~B/⑾-⑿Φ103.381447.322915Ф103.014422616Φ101.583860.043717Φ101.23845.62818B~C/②-③Φ104.1189774.947819Φ103.7189699.343120Φ104.516875646621Φ104.1168688.842522Φ104.08105428.426423Φ103.7105388.524024本页合计фΦ6100182 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1Φ102.78168467.042882Φ102.4168403.22493C~D/②-③轴Φ104.0884342.722114Φ103.784310.81925Φ102.28168383.042366Φ101.9168319.21977D~E/②-③轴Φ104.0830122.4768Φ103.730111689Φ102.6848128.647910Φ102.348110.46811Φ104.154221.413712Φ103.754199.812313Φ104.648220.813614Φ104.248201.612415Ф101.7858.9516Φ101.457417Φ101.28911.52718Φ100.998.1519Φ102.6841109.886820Φ102.34194.35821Φ106.641599.66123Φ106.261593.95824Φ102.681232.1620本页合计фΦ247082 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1Φ102.31227.6172Φ102.281431.92203Φ101.91426.6104D~E/⑥-⑧轴Φ104.5830137.4355Φ104.230126786Φ102.6854144.728797Φ102.4854133.92638Φ103.161547.4299Φ102.815422610Φ102.661847.883011Φ102.31841.42612E~F/⑥-⑧轴Φ104.654248.415313Φ104.254226.814014Φ104.654248.415315Ф104.254226.814016Φ104.622101.26217Φ104.22292.45718Φ102.0854112.326919Φ101.185463.72602032.400屋面板Φ103.18501599821Φ102.8501408622Φ107.9818143.648923Φ107.618136.884本页合计фΦ162082 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1Φ103.1843136.74842Φ102.843120.4743Φ106.8818123.84764Φ106.518117725Φ102.6843115.24716Φ102.34398.9617Φ106.6815100.2628Φ106.51597.5609Φ102.681232.162010Φ102.31227.61711Φ102.281534.22112Φ101.91528.51813Φ102.842879.527114Φ102.32864.45715Ф104.91573.56516Φ104.361565.45817Φ102.683080.45018Φ102.330694319Φ104.981574.74620Φ104.615694321撑脚Φ100.3279282536.96156522Φ100.3660782046.89135023Φ100.34828281.52174本页合计фΦ415882 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)13.57梁A轴L1~6Φ1425.545127.71552ф81.481623.68343B轴KL1~3Φ186.99213.98284Φ181.7211.7235Φ182.7812.7856Φ181.4411.4437Φ164.11312.33218Φ183.72311.16229KL1~14Φ186.99213.982810Φ166.85320.553211Φ181.7211.72312Φ182.7212.72513Φ181.4422.88614ф81.4286122.124815XL1~7Ф141.9235.76716Φ162.0436.121017Φ81.48913.32518L1~7L1~8Φ141.921019.22319Φ81.48811.84520L1~9Φ1424.165120.814621Φ141.2767.62922Φ140.8364.98623ф81.01091094324ф81.4286122.1248本页合计ф183Φ51282 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1C轴KL1~18Φ2022.84245.681132Φ201.7511.7543Φ202.75719.25484Φ202.24613.44335Φ202.3236.96176Φ141.9235.7677Φ164.3312.9208Φ124.11249.2449ф80.3412642.841710Φ224.78523.97111Φ204.64837.129212ф81.282329.441213ф81.8108194.47714ф81.663100.84015D轴KL1~16Ф2022.34244.6811016Φ201.3322.66717Φ203.241238.889618Φ201.7523.5919Φ202.58410.322520Φ163.0239.061421Φ2210.56552.815722Φ164.94419.763123Φ163.1539.4515本页合计ф146Φ91382 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1Φ209.18436.72912ф81.283139.68163ф81.4154215.6854L1~10Φ143.52517.6215ф81.281215.3666KL1~7Φ142.7616.2207ф81.281519.288L1~13Φ148.69543.45539Φ202.5537.651910Φ201.9723.941011L1~12Φ149.69548.455912Φ141.823.6413Φ141.4745.88714Φ142.8812.88315ф81.040401616L1~11Φ143.52621.122617ф81.281215.36618L1~14Φ143.02515.11819ф81.28911.52520KL1~18Φ209.22218.444621Φ168.78326.344222Φ201.8735.611423Φ202.8812.88724ф81.424969.582725ф81.032321326ф81.0383815本页合计ф169Φ44082 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1KL1~19Φ202.931029.3722Φ101.42157.1133KL1~20Φ183.52621.12424Φ101.422231.24195KL1~21Φ204.6929.38236Φ201.7923.5897Φ184.55313.65278ф81.42243408409L1~15Φ141.9259.61210ф81.4845.92211XL1~18Φ141.9235.76712Φ162.0536.151013ф81.48913.32514L1~16Φ1426.84253.686515Ф142.88720.162416Φ149.12327.363317Φ149.89329.673618Φ168.25324.753919Φ127.98431.922820ф81.48127187.967421L1~4Φ144.32521.62622ф81.481623.68923L1~5Φ143.72518.623本页合计ф130Φ50882 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1ф61.481319.2452XL1~6Φ182.7838.34773Φ142.5237.5694XL1~12ф81.40152195Φ2011.64446.561156Φ1611.2667.21067Φ202.39819.12478ф81.4272102.24409L1~2ф81.4886127.285010Φ143.1255171.620811XL1~4ф81.01101104312Φ182.7838.341713Φ142.5237.56914XL1~5ф81.481522.2915Ф202.92411.682916Φ142.5237.56917XL1~10ф81.481522.2918Φ2021.26242.5210519Φ202.72821.765420Φ203.37413.483321ф81.6892154.566122Φ142.52615.121823Φ207.1642.6105本页合计ф226Φ88182 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1Φ162.7538.25132ф81.483044.4183L1~3ф81.06624Φ141.6258.1105L1~9Φ207.1214.2356Φ166.83320.49327Φ126.56426.24238Φ202.5925.18139ф81.683457.122310KL1~8Φ1811.92223.844811Φ184.3312.92612Φ183.4726.941413Φ181.1711.17214ф81.481522.2915ф81.683965.522616ф81.281620.48817Φ142.5237.56918Φ207.3429.27219Φ162.7538.251320KL1~7Φ166.93641.586621ф81.484262.162522KL1~6Φ2020.22240.4410023Φ202.831028.370本页合计ф111Φ54882 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1Φ202.525122Φ142.52615.12183Φ207.1428.4704Φ162.75924.75395Φ122.1248.4886ф81.4834.44187ф81.4894139.12558KL1~5Φ1811.92223.84489Φ104.36417.443510Φ103.47310.412111Φ181.1711.17212Φ142.5237.56913Φ207.3321.95414Φ162.7538.251315Ф126.78427.122416ф81.481522.2917ф81.685897.443818KL1~4Φ2010.24220.485119Φ161.2133.63620Φ2029825961521Φ202.3637.081722Φ207.36429.447323Φ126.41425.6423本页合计ф120Φ53882 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1Φ142.5237.5692ф81.481522.293ф81.683762.16254KL1~3Φ186.1212.2245Φ182.4137.23146Φ181.7523.577Φ181.1711.1728Φ184.24312.72259Φ164.11312.331910ф81.482334.041311ф81.281620.48812KL1~2Φ205.58527.96913Φ202.0948.362114ф81.482334.041315XL1~3Ф202.97411.882916Φ142.5137.53917ф81.481522.2918XL1~2Φ141.3267.921019ф81.4834.44220KL1~1Φ2011.84223.685821Φ1611.4334.25422Φ202.57410.282523Φ123.74414.9613本页合计ф79Φ38882 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1Φ123.74414.9632ф81.424361.06243ф81.422231.24124XL1Φ182.7838.34235Φ142.5237.5696Φ141.481522.297L1~1Φ143.72518.6238ф81.481319.2489ф81.48111164.286510ф81.422434.081311ф81.066662612ф81.281823.04913ф81.682440.321614ф81.8112201.680151426×2285216136×2272174650×293001819本页合计ф3114Φ963082 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)11426×6855624650×6279803136×6816429.700屋面梁142646505816632.400屋面梁WKL2~8Φ165.76528.8467Φ125.45421.8198Φ164.54731.7879ф81.724170.522810WKL2~7Φ142.8616.82011Φ122.65410.6912ф81.721932.681313WKL2~6Φ168.79543.956914Φ127.754312815Ф164.5714.57716ф81.7261104.924117WKL2~5Φ163.46517.32718Φ123.15412.61119ф81.722136.121420KL8~2Φ142.8616.82021ф81.281519.2822L8~1Φ142.85141723ф81.281519.28本页合计ф10094Φ3446282 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1L9~1Φ143.381033.8412ф81.282228.16113WKL3~2Φ143.38620.28254ф81.281823.0495WKL2~1Φ205.04420.16586Φ165.54633.24537Φ125.23841.84378ф81.7262106.64429WKL2~3Φ167.32536.65810Φ127.01428.042511ф81.724780.843212WKL2~4Φ167.32536.65813Φ127.01428.042514ф81.723967.082615WKL2~2Ф142.4614.41716ф81.7225431717KL8~1Φ165.421054.28618ф81.485885.843419Φ162.024620WKL3~1Φ165.481265.7610421ф81.489433.855本页合计ф226Φ59382 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1电梯井底板Φ124.3626113.361012Φ124.2826111.28993消防水池底板Φ144.4127119.071444Φ144.4327119.611455CT1Φ124.481880.64726Φ124.082185.68767Φ124.082185.68768CT2Φ124.0430121.2108/9Φ254.9224118.0845510Φ144.181875.249111ф81.22120146.45812Φ1011.148532.832913CT3Φ224.37192839.04250014ф81.4336470.418615CT4Ф225.625028183716Φ225.2854285.1285017CT5Φ255.27842.167918Φ144.53627.183319Φ124.39835.123120ф81.223643.921721Φ1014.7618265.6816422CT6Φ206.6846307.2875923Φ204.7276358.72106924CT7Φ225.6741232.4769325Φ225.6741232.4769326CT8Φ257.6236274.3252827Φ126.7420134.8120本页合计ф261Φ994482 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1ф81.22150183722Φ1011.7607024333CT9Φ259.0572651.612554Φ127.1440285.62545ф81.22320390.41546Φ1011.71281497.69247CT10Φ257.0236252.724878Φ126.1420122.81099ф81.22130158.66310Φ1011.754631.839011CT11Φ225.860348103712Φ226.0846279.6883313Φ223.792283.3824814CT12Φ226.8240272.881315Ф224.5270316.494616CTL1Φ255.6218101.1619517Φ124.741047.44218ф81.2250612419Φ1011.72023414420Φ256.6218119.1623021Φ125.741057.45122ф81.226073.22923Φ1011.725292.5180本页合计ф342Φ1073582 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1Φ256.5236234.724522Φ125.6420112.81003ф81.22120146.4584Φ1011.748561.63475JL1B轴Φ202.931646.881166Φ122.391638.24347ф80.523216.6478Φ104.551672.8459Φ203.781660.4814910Φ123.241651.844611ф80.524824.961012Φ104.5524109.26713Φ203.88831.047714Φ123.34826.722415ф80.522412.48516Φ104.551254.617C轴Φ205.781692.4818Φ125.241683.8422819ф80.528845.761874本页合计ф98Φ161182 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1Φ101.63048302D轴Φ2011.18444.721103Φ1610.34441.36654Φ129.56438.24345ф80.324213.4456Φ101.63860.8387Φ203.78415.12378Φ163.5414229Φ123.24412.961210ф80.32123.84211Φ101.61219.21212E轴Φ2014.3457.214113Φ1612.9451.68214Φ1211.6446.44115ф80.323812.16516Φ101.63759.23717②轴Φ208.14432.568018Φ167.3429.24619Φ126.52426.082320ф80.32206.43本页合计ф15Φ77282 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1Φ101.62133.6212④轴Φ209.09436.36903Φ168.53434.12544Φ128.01432.04285ф80.323210.2446Φ101.63149.6317⑤轴Φ206.34425.36638Φ164.7418.8309Φ124.44417.761610ф80.32288.96211Φ101.61828.81812⑥轴Φ205.65422.65613Φ165.09420.363214Φ184.57418.281615ф80.32165.12216Φ101.61422.41417⑦轴Φ205.54422.165518Φ165.26421.043319Φ125.04201820ф80.32206.4321Φ101.62133.62122⑧轴Φ206.14424.566123Φ165.86423.4437Φ125.6422.420ф80.32247.683Φ101.62438.424⑨轴Φ205.46421.8454Φ164.9419.631Φ124.38417.5216ф80.32144.482Φ101.61422.414本页合计1685382 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1⑾轴Φ209.34437.36922Φ168.5434543Φ127.72430.88274ф80.32288.9645Φ101.62641.6266楼梯T3Φ104.221042.2267Φ103.541242.48268ф81.212833.88139Φ103.8180304.818810Φ103.5496339.8421011ф81.21192232.329212Φ104.131561.953813Φ103.451862.13814ф81.214250.822015PTB1Φ102.76162447.1217616ф82.6663167.586617PTB2Φ102.21839.62418Φ101.381824.841519Φ103.74829.921820Φ102.8822.4141PTB2Φ102.56162414.72256Φ101.74162281.88174Φ103.7490336.6208Φ102.890252155TL1Φ163.68126463.68733ф81.28399510.72202ф62.6612.661ф60.41124.921本页合计ф399Φ262582 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1T19128023TL12047334PTBΦ103.1144446.42755Φ102.04144293.761816Φ103.7496359.042227Φ102.896268.81668PTBΦ102.8236101.52639Φ101.763663.363910Φ103.742074.84611Φ102.820563512TZ1Φ141.9247.68913ф81.081314.04614TZ1Φ141.5780125.615215ф81.088086.43416节点①②ф864.684258.7210217ф81.76322566.7220418③ф893.686562.0822219ф81.82467849.9433620④ф848.6297.23821ф80.98242237.169422⑤ф813.8227.61123ф81.9668133.2853本页合计ф1515Φ272382 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1窗台压顶ф863.72127.4502ф80.56318178.08703⑥ф8128.75643.52544Φ101.51128193.281195阳台空洞隔层GZ1Φ122.66360957.68506ф60.69905941547GZ2Φ122.66270718.26388ф61.08495534.61399QL1Φ123.816060854010ф60.64630403.210511B-1ф80.94630592.223412ф822.0315693024913⑦ф83.0413.04114ф80.34165.44215过梁Ф101.38198273.2416916ф60.48693332.648617Φ10397.982795.9649118ф60.721233887.7623119Φ12285.252570.550720Φ10285.252570.535221ф60.7816061252.6832622Φ1246.723140.1612423Φ1046.72293.445824ф60.84270226.85925剪力墙撑脚Φ100.4959322906.681793本页合计ф1960Φ564182 本科毕业设计正文钢筋计算表号次构件名称规格断料长度根数总长度总重量(kg)ф(一级)Φ(二级)1接桩钢筋Φ222.2746831662ф80.6234553ф81.198584034电梯井壁Φ123.2222635Φ122.138716ф60.322127Φ122.721042518Φ124.36642489ф60.3254410撑脚Φ120.49602611底板撑脚Φ141.5815121314151617181920本页合计ф464Φ3840总计圆钢ф(kg)21335螺纹钢Φ(kg)23645482 本科毕业设计正文11.门窗表编号尺寸数量一层二~九层十层机房层扣砼外扣砼内扣外墙扣内墙扣1/2墙总面积C11.0×1.511181116.516.5C21.2×1.5180162032.432.4C31.5×1.5222162224.755.020.2549.5C41.67×1.81118116.0127.0533.06C51.8×1.5270243072.9C61.8×2.19081034.0234.02C72.2×2.14504050207.9C82.4×2.1180162090.72C95.7×2.11801620215.46215.46M10.9×2.19081017.0117.01M21.8×2.1720648090.72181.44272.16M31.85×2.1180162069.9369.93M41.0×2.199088110207.9207.9M51.2×2.1343243485.6885.6882 本科毕业设计正文门窗表编号尺寸数量一层二~九层十层机房层扣砼外扣砼内扣外墙扣内墙扣1/2墙总面积M61.2×2.28112.742.74M71.5×2.11008113.1528.3531.5M80.6×1.874064822.1677.7679.92M90.6×1.81338112.1611.8814.04M107.0×2.199088110145.33145.53BLMQ16.14×3.11119.03BLMQ21.66×3.12210.29总合计58.7790.72282.84729.99145.5382 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