毕业设计小学施工图预算及施工组织设计含工程量计算

摘要本毕业设计为济阳街道办事处中心小学教学楼进行相应工程量计算以及施工组织设计。本工程建筑面积为7162.17m2，框架结构。本次设计的内容主要分为两部分：第一部分：每人计算一部分工程量，小组汇总后，套相关的消耗量定额，得出本工程的费用和材料、机械消耗情况；第二部分：施工组织设计，对本工程进行施工组织设计，根据本工程的特点和施工条件合理划分施工段并确定施工流向，选择合理的施工方案，根据计算合理安排堆场位置以及人力资源运用，使人力、物力和资源达到最优配比，创造更多的经济效益。关键词：施工图预算施工组织设计AbstractThisgraduationprojectisontheteachingbuildingofCentralPrimarySchoolanditsmainlyfocusesonthecalculationofitsworkamountandtheorganizationdesignofthisconstruction.Theconstructionprojectcoversanareaof7162.17squaremetersanditisaframestructure..Thecontentofgraduationprojectisdividedintotwomainparts:thefirstpart:eachpartofthecalculationofgrossoutput,andthentoaggregatethemtogether,theconsumptionsetsofthefixedandthelistofprojects,cometothecostoftheprojectandmaterials,machineryconsumptioncircumstances;PartII:Constructionoforganizationaldesign,theconstructionoftheprojectdesign,inaccordancewiththecharacteristicsoftheprojectandconstructionconditionsofareasonabledivisionofconstructionandconstructionoftheflowabove,selectareasonableimplementationplan,inaccordancewithreasonablearrangementsforcalculatingtheyardlocationaswellashumanuseofresources,sohuman,materialandresourcestoachievetheoptimalratiotocreatemoreeconomicbenefits.Keywords:constructionbudgetconstructionorganizationdesign目录TOC\o"1-4"\h\uHYPERLINK\l_Toc4332摘要IHYPERLINK\l_Toc26030AbstractIIHYPERLINK\l_Toc28038前言1HYPERLINK\l_Toc12230第1章施工图预算 2HYPERLINK\l_Toc183591.1第一层及部分基础工程量计算 2HYPERLINK\l_Toc25001.1.1基数计算 2HYPERLINK\l_Toc297481.1.2门窗洞口工程量 3HYPERLINK\l_Toc308621.1.3工程量计算 4HYPERLINK\l_Toc246201.1.4钢筋计算明细表 15HYPERLINK\l_Toc195201.2施工图预算书 47HYPERLINK\l_Toc236601.2.1施工图预（结）算书 47HYPERLINK\l_Toc141141.2.2工程量计算书明细表 48HYPERLINK\l_Toc112651.2.3工料机分析表 51HYPERLINK\l_Toc26381.2.4建材汇总表 88HYPERLINK\l_Toc53391.2.5工程取费表 101HYPERLINK\l_Toc123611.2.6工程预结算表 103HYPERLINK\l_Toc7557第2章施工组织设计110HYPERLINK\l_Toc27632.1工程概况及工程特点分析 110HYPERLINK\l_Toc281472.1.1工程概况 110HYPERLINK\l_Toc184942.1.2工程特点 111HYPERLINK\l_Toc245782.2施工方案 112HYPERLINK\l_Toc202162.2.1施工准备 112HYPERLINK\l_Toc83872.2.1.1施工现场准备 112HYPERLINK\l_Toc192172.2.1.2技术准备 112HYPERLINK\l_Toc148592.2.1.3生产准备 113HYPERLINK\l_Toc319032.2.1.4材料准备 113HYPERLINK\l_Toc150502.2.2施工流向 113HYPERLINK\l_Toc44152.2.3划分施工段 114HYPERLINK\l_Toc130412.2.4机械设备配备情况 114HYPERLINK\l_Toc58492.2.5施工方法 116HYPERLINK\l_Toc101342.2.5.1基础工程 116HYPERLINK\l_Toc147752.2.5.2主体工程 118HYPERLINK\l_Toc23632.2.5.3装饰工程 124HYPERLINK\l_Toc205192.2.5.4屋面工程 125HYPERLINK\l_Toc177712.2.5.5脚手架工程 128HYPERLINK\l_Toc21022.3施工进度计划 129HYPERLINK\l_Toc56322.3.1劳动量 129HYPERLINK\l_Toc287502.3.2各分项工程流水施工 131HYPERLINK\l_Toc9762.3.3施工进度表及劳动力动态分析表（附录1） 135HYPERLINK\l_Toc65872.4施工组织平面设计 135HYPERLINK\l_Toc326612.4.1各种材料堆场面积 135HYPERLINK\l_Toc195572.4.2各种临时设施的计算 136HYPERLINK\l_Toc192772.4.3临时水电管网的布置 136HYPERLINK\l_Toc156762.4.4施工道路的布置 137HYPERLINK\l_Toc326172.4.5施工平面图见（附录2） 137HYPERLINK\l_Toc13242.5质量保障措施 137HYPERLINK\l_Toc47242.5.1施工阶段性的质量控制措施 137HYPERLINK\l_Toc175592.5.2各施工要素的质量控制措施 138HYPERLINK\l_Toc161722.5.3预埋管件、预留孔洞质量控制 143HYPERLINK\l_Toc326712.6工期保证措施 144HYPERLINK\l_Toc174382.6.1建立严格的施工进度计划检查制度 144HYPERLINK\l_Toc250352.6.2保证材料及外加工构件的供应 145HYPERLINK\l_Toc44072.6.3土建与安装的配合协调工作 145HYPERLINK\l_Toc232872.7雨季施工管理措施 145HYPERLINK\l_Toc257042.7安全施工措施 149HYPERLINK\l_Toc20882.7.1安全生产 149HYPERLINK\l_Toc281292.7.2安全用电管理措施 150HYPERLINK\l_Toc220772.7.3现场保卫安全措施 150HYPERLINK\l_Toc274602.7.4施工现场消防安全措施 151HYPERLINK\l_Toc127482.7.5施工现场机械设备安全措施 151HYPERLINK\l_Toc157532.7.6建筑施工安全措施 152HYPERLINK\l_Toc275882.7.7架子工程安全措施 153HYPERLINK\l_Toc241762.8竣工交付 153HYPERLINK\l_Toc31043结束语 155HYPERLINK\l_Toc20344致谢 156HYPERLINK\l_Toc6974参考文献 157HYPERLINK\l_Toc17770附录 158前言毕业设计是大学教育的重要阶段，是毕业前对三年来所学知识的深化与拓宽，它不论是对学生以后参加工作或是继续入学深造都是一次很好的锻炼。它是对以前所学知识做一个深刻的总结，我用平时最认真的态度对待这次毕业设计，努力做好每一步。我做的毕业设计是济阳街道办事处中心小学教学楼的计算本工程的部分工程量并进行施工组织设计。主要内容有：（1）计算建筑一部分的工程量，并最后统计到一起，套有关的消耗量定额，得出本工程的费用和材料、机械消耗情况；（2）对本工程进行施工组织设计，根据本工程的特点和施工条件进行合理划分施工段及施工流向，选择合理的施工方案，根据计算合理安排堆场位置以及人力资源运用，使人力、物力达到最优配比。在本次设计中我学习到了如何计算各分项工程的工程量并套相关的定额；如何根据本工程的特点合理的划分施工段及施工顺序，选择适用于本工程的施工方案，根据施工平面图的布置原则合理的布置施工平面图，根据选择的施工方案选择合理的施工机械及进行资源的合理利用。并且通过本次毕业设计使我更加熟练的应用AutoCAD、福莱一点通，而且对所学专业知识也做了一个系统的总结，受益匪浅。第1章施工图预算1.1第一层及部分基础工程量计算基数计算表1.1基数计算表序号基数名称单位数量计算式一外墙中心线长度LL中m236.8[(16.8+11.2)+1100.4]]*2二内墙净长线长度LL内m305.94(6.9-0.255-0.388)*27++(42-00.5)+((40.5--0.25--0.38))+(4.55-0.244)*2+(45..4-0.776)+(44.5-0..63)-00.76三外墙外边线长度LL外m237.7616.92*2++100.664*2+11.32*22四底层建筑面积S底m²1745.217.04*1000.64++1.2*110.24++3.6*110*0.55五房心面积S房m²1561.37552[(6.9+0..12)*((4.5-00.24)]]*2+[((5.1-00.24)**(4.5--0.24))+(1.88-0.244)*(4..5-0.224)]*22+(6.99-0.122)*(5..5-0.224)*2++(3.5--0.24))*(6.99-0.122)+(6..9-0.112)*(99-0.244)*15++(5-0..24)*((6.9-00.12)++(8.5--0.24))*(6.99+0.122)+(6..9-0.112)*(66-0.244)+(8..1-0.112+0.224)*(110-0.224)+(33-0.488)*(1000.64--0.24))1.1.2门窗洞口工程量门编号洞口尺寸总樘数(一层)总面积所在部位备注宽/mm高/mmL中L内M-1100025002870M-21200250026双开门M-31000220024.4防盗门M-410002200613.2M-51800270029.72全破门M-654003300353.46全破门M-736002100215.12全破门DK-11200250026窗C-12700210021119.07窗台高900mmmC-2400021001084窗台高900mmmC-3180034212.364幕墙窗C-435002100214.7窗台高900mmmC-53000幕墙窗C-637502100431.5窗台高900mmm表1.2门窗洞口工程量计算表1.1.3工程量计算表1.3工程量计算表序号项目名称定额编号计算公式及计算规规则单位工程量备注土石方工程11-3-14挖掘机挖普通土自自卸汽车运1km内1/3h(S1++S2+)==1/3*22.6*(22526.22+23077+)10628.121-4-2机械场地平整S底+2*L外+166=17455.2+2**237.776+1610m²203.67231-4-3竣工清理S底*檐口高=17455.2*188.45103219.894441-4-4基地钎探基底每1设1眼10眼230.751-4-11机械夯填土(地坪坪)10509.45取整数61-4-13机械槽坑夯填土S底*(0.9-0..04)-00.45*22.05*44.5*210149.25772-1-13hC204现浇砼碎碎石<40/C15现浇无筋砼砼垫层4*1.369++32*1..936+220*301139+4**2.2622+8.111+3.555+3.81151016.1883-3-7hM7.5混浆/黏土多孔砖砖墙240mmm(L*H-门窗洞洞口面积)*h=[[518.22*(3.66-0.555)-1777.6-3110.47]]*0.2441026.219±0.00以上填填充墙93-3-26M5.0混浆/加气砼砌块块墙240mmmL*H*h=5118.2*00.35*00.24104.353±0.00以下填填充墙混凝土的计算10地框梁混凝土的计计算DKL1[(6.9-0..38-0..25)*22*0.3**0.6+((3-0.55)*0.33*0.6]]*2100.54144DKL2(6.9-0.388-0.255)*0.33*0.555*2+(33-0.5))*0.3**0.5100.2444DKL3[(6.9-0..38-0..25)*00.3*0..55*2++(3-0..5)*0..3*0.55]*10102.444DKL4[(6.9-0..38-0..25)*00.3*0..55*2++(3-0..5)*0..3*0.55]*8100.1955DKL5(1.2+0.8--0.25--0.12))*0.355*0.6++(6.9--0.38--0.25))*0.3**0.55**2+(3--0.5)**0.3*00.5100.279DKL6(6.9-0.388-0.255)*0.335*0.66-0.6**0.24**0.3100.127DKL7(1.2+0.8--0.25--0.12))*0.355*0.6++(6.9--0.38--0.25))*0.3**0.55**2+(3--0.5)**0.3*00.5-0..6*0.224*0.33100.274DKL8[[(4.5-00.38-00.25)++(4.5--0.5)**9]*0..3*0.66+(10--0.25--0.38))*0.355*7]*22101.894DKL9[[(4.5-00.38-00.25)**2+(4..5-0.55)*8]**3*6]**2101.43DKL10[[(4.5-00.38-00.25)++(4.5--0.5)**9+(1..5-0.55)]*3**6+(8..5-0.225-3.88)*0.335*0.77]*2100.928DKL11[[(4.5-00.38-00.25)**2+(4..5-0.55)*8]**3*6]**2101.43LL1[(6.9-0..05-0..25)*00.3*0..6]*3100.3564LL2(10-0.1755-0.233)*0.335*0.66100.2015LL4[(4.5-0..3)*0..24*0..45]*22100.091总:14.22081011一层梁混凝土的计计算KL12[0.3*0.555*(6..9-0.225-0.338)+0..3*0.55*(3-00.5)+00.3*0..55*(66.9-0..25-0..38-0..3)]*22100.479KL13[0.3*0.555*(6..9-0.225-0.338)+0..3*0.55*(3-00.5)+00.3*0..55*(66.9-0..25-0..38-0..3)]*22100.479KL14[0.3*0.555*(6..9-0.225-0.338)+0..3*0.55*(2-00.5)+00.3*0..55*(66.9-0..25-0..38)]**2100.4588KL15[0.3*0.555*(6..9-0.225-0.338)+0..3*0.55*(2-00.5)+00.3*0..55*(66.9-0..25-0..38)]**8101.835KL16[0.3*0.555*(6..9-0.225-0.338)+0..3*0.55*(2-00.5)+00.3*0..55*(66.9-0..25-0..38)]**6101.376KL170.3*0.555*(6.99-0.255-0.388)+0.33*0.5**(2-0..5)+0..3*0.555*(6..9-0.225-0.338)+0..35*0..6*(1..2+0.88-0.255-0.122)100.264KL180.35*0.66*(6.99-0.255-0.388-0.3))100.124KL190.3*0.555*(6.99-0.255-0.388)+0.33*0.5**(2-0..5)+0..3*0.555*(6..9-0.225-0.338)+0..35*0..6*(1..2+0.88-0.255-0.122)-0.33*0.355100.253KL200.3*0.555*(6.99-0.255-0.388)+0.33*0.5**(2-0..5)+0..3*0.555*(6..9-0.225-0.338)100.229KL210.3*0.555*(4.55-0.388-0.255)+0.33*0.555*(4.55-0.5))*9+0..35*0..7*(100-0.255-0.388)100.887KL22[0.3*0.55*(4.55-0.388-0.255)*2+00.3*0..5*(4..5-0.55)*8]**4102.3844KL230.3*0.555*(4.55-0.388-0.255)+0.33*0.555*(4.55-0.5))*9+0..35*0..7*(100-0.255-0.388)-0.335*0.77*0.5--0.55**0.7*((1.5-00.5)+00.3*0..55*1100.853KL21a0.3*0.555*(4.55-0.388-0.255)+0.33*0.555*(4.55-0.5))*9+0..35*0..7*(100-0.255-0.388)100.887KL23a0.3*0.555*(4.55-0.388-0.255)+0.33*0.555*(4.55-0.5))*9+0..35*0..7*(100-0.255-0.388)-0.335*0.77*0.5--0.55**0.7*((1.5-00.5)+00.3*0..55*1100.853LL30.3*0.5**(6.9--0.05--0.18))100.1LL4[0.3*0.55*(4.55-0.3))]*2100.1386LL50.24*0.77*(10--0.1-00.25)100.162KLA0.35*0.77*(4.55-0.5))*4+0..35*0..7*(100-0.5))100.625总：12.3991012一层板混凝土计算算1[(3-0.5))*(4.55-0.188-0.155)]*0..13*3100.4072((6.9-0.055-0.188)*(4..5-0.118-0.115)-0..2*0.22*2-0..2*0.11*2)*00.13*44101.4013[(4.5-0..3)*(22.62+22.18-00.15-00.18)--0.2*00.1*2]]*0.133*2100.48714[(4.5-0..3)*(22.1-0..05-0..15)-00.2*0..1*2]**0.13**2100.215[(4.5-0..3)*(33-0.5))]*0.113*17100.23216[(4.5-0..3)*(66.9-0..18-0..05)-00.2*0..1*4]**0.13**321011.6217[(3.5-0..3)*(66.9-0..18-0..05)-00.2*0..1*2]**0.13100.2778[(1-0.3))*(6.99-0.188-0.055)-0.22*0.1**2]*0..13100.069[(1.5-0..15-0..175)**(6.9--0.18--0.05))-0.2**0.1*22-0.2**0.0755*2]*00.13100.10110[(10-0.33)*(3--0.5)]]*0.133100.31511[(10-0.11-0.233)*(1..2-0.112)-0..12*0..15*2]]*0.133100.135总：17.3771013柱基础顶~-0..05J1、J4、J8(3.35-0.77)*0.55*0.5**47103.114J2(3.35-1)**0.5*00.5*6100.3525J3(3.35-0.885)*0..5*0.55*32102J5(3.35-0.88)*0.55*0.5**48103.06J6(3.35-1.22)*0.55*0.5**5100.269J7(3.35-1.005)*0..5*0.55*5100.2875柱-0.05~144.3514.4*0.55*0.5**761027.36柱14.35~18814.2*0.5**0.5*66100.6324.2*0.5**0.35**14101.02935.85*0.55*0.5**9101.31645.85*0.55*0.355*4100.409550.85*0.55*0.5**2100.0425总：39.87711014基础混凝土J1[3.7*0.335*3.77+0.355/5*[33.7*3..7+(3..7+0.66)*(3..7*0.66)+0.66*0.6]]]*2101.338J3[4.2*4.22*0.4++0.45//6*[4..2*4.22+(4.22+0.6))*(4.22*0.6))+0.6**0.6]]]*101010.134J4(4.1*7.1**0.35++0.5*00.35*11.75*77.1*2++0.6*00.8*7..1)*6101.7945总：22.233911015楼梯混凝土TL1(4.5-0.244)*0.224*0.44*2100.0818TL2(4.5-0.244)*0.224*0.44*2100.0818TL3(2.18-0.115-3755)*0.224*0.335*2100.0278AT1[(2.175--0.15))*0.6**0.12**11+2..02*3..3*0.112*1.008]*2100.496AT3[0.5*15**0.3*00.14*33+3*4..5*1.11*0.122]*2100.5454BT[7*0.3*00.12*((2.6-00.15)++(2.6--0.15))*2.1**1.08**0.12++1.2*((2.6-00.15)**0.12]]*2100.3274总：1.5610总：107.5537110门窗工程165-1-41hM-1平开门门扇扇制作1**2.5*22810m²7175-1-42hM-1平开门门扇扇安装1**2.5*22810m²71185-1-43hM-2双开门门扇扇制作1..2*2.55*210m²0.6195-1-44M-2双开门门扇扇安装1..2*2.55*210m²0.6205-1-85M-3门扇制作1**2.2*2210m²0.44215-1-86M-3门扇安装1**2.2*2210m²0.44225-1-87M-4门扇制作1**2.2*6610m²5.346235-1-88M-4门扇安装1**2.2*6610m²5.346245-1-87M-5门扇制作1..8*2.77*210m²0.972255-1-88M-5门扇安装1..8*2.77*210m²0.972265-1-87M-6门扇制作5..4*3.33*310m²5.346275-1-88M-6门扇安装5..4*3.33*310m²5.346285-1-85M-7门扇制作3..6*2.11*210m²1.512295-1-86M-7门扇安装3..6*2.11*210m²1.512305-1-85DK-1门扇制作作1..2*2.55*210m²0.6315-1-86DK-1门扇安装装1..2*2.55*210m²0.6325-5-33C-12..7*2.11*2110m²11.907335-5-33C-24**2.1*11010m²8.4349-2-325C-31..8*3.447*3410m²21.24355-5-33C-43..5*2.11*210m²1.47365-5-33C-63..75*2..1*410m²3.15总：46.166100m²375-9-1门配件46套46385-9-50窗配件71套71装饰装修工程量396-2-96一层防潮(100.64+00.2)*((17.044+0.2))10m²173.848406-3-66外墙80mm厚岩棉板板保温层（100.64*33.6*2++0.12**3.6*22+17.004*3.66*2-533.48-115.12--97.2--119.007-5.44-84-331.5）*0.08810m²6.782416-3-68楼板，变形缝两侧侧墙体15mm厚胶粉聚苯苯颗粒保温层层(6.9-0.388-0.255)*3.66*0.0115*410m²0.135426-3-66地面40mm厚挤塑聚聚苯板保温层层[(4.5-0..24)*66.9*4++(9-0..24)*66.9*155+(5.55-0.244)*6.99*2+(33.5-0..24)*66.9+(55-0.244)*6.99+(3-00.24)**6.9+((6-0.224)*6..9+(8..5-0.224)*6..9+(100-0.244)*6.99+100..4*(3--0.48))]*0.00410m²6.35438-7-51散水细石砼散水(100.64+11.6)*22*0.8++17.044*0.8--(12.444*6.66*2+5..4)*0..810m²15.238用于所有散水449-1-112地14地面砖地面1561.37552-[(44.5-0..3)*(66.9-0..18-0..05-0..3)-0..1*0.22*4]*2210m²150.803用于一层卫生间除除外所有房间间459-1-51地16磨光花岩石地面15.5*5.55-(15..5-8*00.3)*((5.5-44*0.3))+[6.66+3-(66.6-8**0.3)**(3-4**0.3)]]*2+6..6*2.44-(6.66-8*0..3)*(22.4-4**0.3)10m²4.38用于一层台阶级平平台处地面469-2-112地15地面砖防水地面[(4.5-0..3)*(66.9-0..18-0..05-0..3)-0..1*0.22*4]*2210m²5.335用于卫生间479-2-188内墙28面砖防水内内墙[(4.5-0..25)*22+(6.99-0.255-0.388-0.244)*2+((4.5-00.24)--3-1.88-3]*((3.6-00.13)**210m²11.812卫生间内墙面489-2-107内墙6混合砂浆抹面(6.9-0.388-0.255)*(3..6-0.113)*2**25+(44.5-0..38-0..25)*((3.6-00.13)**2*2+((4.5-00.5)*((3.6-00.13)**2*34--(70-113.2-44.4-544)*210m²208.54除卫生间外所有房房间内墙499-2-188内墙28面砖内墙10m²27.301走廊内墙面18000mm509-2-204外墙黏贴STP-2板面砖砖外墙10m²84.7754外墙面高519-1-60踢10磨光花岗岩岩踢脚0.3*0.155*12*22+0.3**0.15**8+0.66*0.15510m²0.135用于楼梯150mmm529-1-172踢6地砖踢脚10m²10.0065用于铺地砖楼面1150mm539-4-151棚9乳胶漆顶棚[(6.9+0..12)*((4.5-00.24)]]*2+[((5.1-00.24)**(4.5--0.24))+(1.88-0.244)*(4..5-0.224)]*22+(6.99-0.122)*(5..5-0.224)*2++(3.5--0.24))*(6.99-0.122)+(6..9-0.112)*(99-0.244)*15++(5-0..24)*((6.9-00.12)++(8.5--0.24))*(6.99+0.122)+(6..9-0.112)*(66-0.244)+(8..1-0.112+0.224)*(110-0.224)+(33-0.488)*(1000.64--0.24))10m²156.138用于所有顶棚5410-1-21单排里钢管脚手架架3.6m内L净*h1=352..16*3..4810m²12.5525510-1-74主体双排外钢管脚脚手架15m内L外*h=237.776*3.6610m²85.5956地框梁梁模板工程程量DKL1[[(6.9-00.38-00.25)**2+(3--0.5)]]*(0.66*2+0..3)]*2210m²4.512DKL2、DKLL3、DKL4[(6.9-0..38-0..25)*22*(0.555*2+00.3)+((3-0.55)*(0..5*2+00.3)]**1910m²39.531DKL5(6.9-0.388-0.255)*2*((0.55**2+0.33)+(3--0.5)**(0.5**2+0.33)+(1..2-0.1115+0..8-0.225)*(00.6*2++0.35))10m²2.334DKL6(6.9-0.388-0.255)*(0..6*2+00.35)10m²0.972DKL7(1.2+0.8--0.1155-0.255)*(0..6*2+00.35)++(6.9--0.38--0.25))*(0.555*2+00.3)+((3-0.55)*(0..5*2+00.3)+((6.9-00.38-00.25)**(0.6**2+0.335)10m²2.428DKL8[(4.5-0..38-0..25)*((0.6*22+0.3))+(4.55-0.5))*(0.66*2+0..3)*9++(10-00.25-00.38)**(0.7**2+0.335)]*2210m²15.24DKL9、DKLL11[(4.5-0..38-0..25)*((0.6*22+0.3))*2+(44.5-0..5)*(00.6*2++0.3)**8]*410m²2384.4DKL10[(4.5-0..38-0..25)*((0.6*22+0.3))+(4.55-0.5))*(0.66*2+0..3)*9++(1.5--0.5)**(0.6**2+0.33)+(8..5-0.225-0.338)*(00.7*2++0.35))]*210m²15.012LL1[(6.9-0..05-0..18)*((0.6*22+0.3))]*210m²2.001LL2(10-0.1755-0.233)*(0..7*2+00.35)10m²1.679LL4[(4.5-0..3)*(00.45*22+0.244)]*210m²0.958总：108.551510m²57一层梁侧面模板工工程量KL12、13、14、15、16、20[(6.9-0..38-0..25)*00.55*22+(3-00.5)*00.5]*22*2110m²34.217KL17[(6.9-0..38-0..25)*00.55*22+(3-00.5)*00.5]*22+(1.22+0.8--0.12--0.25))*0.6**210m²1.825KL18(6.9-0.255-0.388)*0.66*210m²0.752KL19[(6.9-0..38-0..25)*00.55+((3-0.55)*0.55+(6.99-0.388-0.255)*0.555]*210m²1.629KL21、21aa[(4.5-0..38-0..25)*00.55+((4.5-00.5)*00.55*99+(10--0.38--0.25))*0.7]]*2*210m²11.395KL22[(4.5-0..38-0..25)*00.55*22+(4.55-0.5))*0.555*8]*22*410m²17.486KL23、23aa[(4.5-0..25-0..38)*00.55+((4.5-00.5)*00.55*99+(1.55-0.5))*0.555+(8.55-0.688)*0.77]*2*2210m²11.181LL3(6.9-0.055-0.188)*0.55*210m²0.667LL4(4.5-0.3))*0.555*210m²0.462LL5(10-0.1-00.23)**0.7*2210m²1.325KLA[(4.5-0..5)*0..7*4+((10-0..5)*0..7]*210m²3.5一层梁及板的下侧侧模板工程量量(16.92+0..12)*((4.5*22+0.122)+16..92*(44.5*8++10+0..12)+00.12*((0.25++0.5*99)-0.55*0.5**50-0..3*0.33*2-0..24*0..3*2+116.92**(4.5**8+0.112)+(116.92++0.12))*(4.55*2+0..12)+00.12*((0.25++0.5*88)-0.55*0.5**44-0..24*0..3*2+11.2*(110+0.225+0.112)-0..12*0..5*2+00.12*((10-0..1-0.223)+0..35*(00.8-0..25)*22+[(4..5-0.55)*4+((10-0..5)]*00.2410m²169.94总：254.44810m²²58±0.00以下柱柱模板的工程程量10.5*(3.335-0.77)*4*44710m²24.9120.5*(3.335-1)**4*610m²2.8230.5*(3.335-0.885)*4**3210m²1640.5*(3.335-0.88)*4*8810m²4.0850.5*(3.335-1.005)*4**210m²0.9260.5*(3.335-1.22)*4*5510m²2.15一层柱模板的工程程量10.5*(3.33+0.055)*4*77-0.3**0.6*111-0.335*0.66-0.3**0.55**210m²4.43820.5*(3.33+0.055)*4*448-0.33*0.6**86-0..3*0.555*5810m²29.65530.5*(3.33+0.055)*4*338-0.33*0.555*38-00.5*0..3*38--0.3*00.6*38810m²23.57940.5*(3.33+0.055)*4*4410m²2.6850.5*(3.33+0.055)*4*22-0.355*0.6**210m²1.298总：112.553110m²1.1.4钢筋计算明细表表1.4钢筋计算表部位级别直径钢筋图形计算公式及计算规规则单位总长度备注基础钢筋工程量J-1C14长度：b*0.99(b≥2500mmm)根数：[边长-22*min((75，s/2)]]÷受力钢筋间间距+1长度：3.7*00.9根数：[(3.77-2*0..075)÷÷0.18++1]*2m139.86J-3C16长度：4.2*00.9根数：[(4.22-2*0..075)÷÷0.2+11]*2m158.76J-4C14长度：7.1*00.9根数：[4.1--2*0.0075)÷00.15+11]*2m345.06C16长度：4.1*00.9根数：[7.1--2*0.0075)÷00.15+11]*2m346.86地框梁钢筋工程量量DKL1*2上部钢筋2C18[(16.92--0.5-00.38)++(0.5--0.0355)*2+115*0.0018]*22*2m70.042C16[0.5-0.335+15**0.0166+1/3((6.9-00.25-00.38)]]*2*2m22.362C16[0.5+1/33(6.9--0.25--0.38))+3-355+15*00.016]]*2*2m21.262C20[1/3(6.99-0.255-0.388)+0.55-0.0335+15**0.02]]*2*2m11.42C22[1/3(2.11+2.622+2.188-0.388-0.255)+0.55-0.0335+15**0.0222]*2*22m11.54下部钢筋4C16[(6.9+3--0.25--0.38))+0.5--0.0355+15*00.016++38*0..016]**4*2m84.6644C22[(6.9-0..25-0..38)+00.5-0..035+115*0.0022+388*0.0222]*4**2m63.208G4C12(16.92-0..38-0..5+15**0.0122*2)*44*2m131.2箍筋C8[(0.3+0..6)*2--0.0355*8+8**0.0088+11.99*0.0008*2]**110*22m390.368DKL2*22C18[(16.92--0.5-00.38)++(0.5--0.0355)*2+115*0.0018]*22*2m70.042C16[0.5-0.335+15**0.0166+1/3((6.9-00.25-00.38)]]*2*2m11.182C16[0.5+1/33(6.9--0.25--0.38))+3-355+15*00.016]]*2*2m21.262C22[1/3(2.11+2.622+2.188-0.388-0.255)+0.55-0.0335+15**0.0222]*2*22m11.542C22[1/3(2.11+2.622+2.188-0.388-0.255)+0.55-0.0335+15**0.0222]*2*22m11.54下部钢筋4C16[(6.9+3--0.25--0.38))+0.5--0.0355+15*00.016++38*0..016]**4*2m84.6644C22[(6.9-0..25-0..38)+00.5-0..035+115*0.0022+388*0.0222]*4**2m63.208G4C12(16.92-0..38-0..5+15**0.0122*2)*44*2m131.2箍筋C10(300*5550)[(0.3*0..55)*22-0.0335*8+88*0.011+11.99*0.011*2]*991*2m316.316C10(300*5500)[(0.3*0..5)*2--0.0355*8+8**0.01++11.9**0.01**2]*233*2m75.348DKL3*9上部钢筋2C16[(16.92--0.5-00.38)++(0.5--0.0355)*2+115*0.0016*2]]*2*9m314.12C18[1/3(6.99-0.255-0.388)+0.55-0.0335+15**0.0188]*2*22*9m101.72C18[3+0.5+11/3(6..9-0.225-0.338)*2]]*2*9m138.24下部钢筋4C16[(6.9+3--0.25--0.38))+0.5--0.0355+15*00.016++38*0..016]**4*9m3814C20[(6.9-0..25-0..38)+00.5-0..035+115*0.002+38**0.02]]*4*9m280.62G4C12(16.92-0..38-0..5+15**0.0122*2)*44*9m589.5箍筋C10(300*5550)[(0.3*0..55)*22-0.0335*8+88*0.011+11.99*0.011*2]*991*9m1423.4222C10(300*5500)[(0.3*0..5)*2--0.0355*8+8**0.01++11.9**0.01**2]*233*9m339.066DKL4*8上部钢筋2C16[(16.92--0.5-00.38)++(0.5--0.0355)*2+115*0.0016*2]]*2*8m2C16[0.5-0.335+15**0.0166+1/3((6.9-00.25-00.38)]]*2*8m89.442C16[3+0.5+11/3(6..9-0.225-0.338)*2]]*2*8m122.88下部钢筋4C16[(16.92--0.5-00.38)++(0.5--0.0355)*2+115*0.0016*2]]*4*8m558.4G4C12(16.92-0..38-0..5+15**0.0122*2)*44*2*8m524.8箍筋C8(300*5550)[(0.3+0..55)*22-0.0335*8+88*0.0008+11..9*0.0008*2]]*86*22*8m2304C8(300*5000)[(0.3+0..5)*2--0.0355*8+8**0.0088+11.99*0.0008*2]**23*8m289.69DKL5上部钢筋2C18[16.92+11.2+0..8-0.55*2+(00.5-0..035)**2+15**0.0188*2]*22m39.282C22[1.2+0.88+0.255+0.388-0.0335*2+115*0.0022*2]]*2m6.444C16[0.5-0.335+15**0.0166+1/3((6.9-00.25-00.38)]]*4m22.362C16[3+0.5+11/3(6..9-0.225-0.338)*2]]*2m15.36下部钢筋2C18(1.2+0.8--0.25--0.12++0.5-00.035++15*0..018+338*0.0018)*22m6.0982C16(16.92+1..2+0.88+0.255-0.0335*2+115*0.0016*2))*2m39.162C16(16.92-0..38-0..035+115*0.0016+388*0.0116)*2m34.706G4C12(16.92+1..2+0.88-0.255-0.5++15*0..012*22)*4m74.12箍筋C8(350*6000)[(0.35+00.6)*22-0.0335*8+88*0.0008+11..9*0.0008*2]]*22m41.24C8(300*5550)[(0.3+0..55)*22-0.0335*8+88*0.0008+11..9*0.0008*2]]*86*22m287.997C8(300*5000)[(0.3+0..5)*2--0.0355*8+8**0.0088+11.99*0.0008*2]**23m36.21DKL6上部钢筋2C20[6.9-0.225-0.338+(0..5-0.0035)*22+15*00.02*22]*2m15.62C20[1/3*(6..9-0.225-0.338)+0..5-0.0035+155*0.022]*2m11.422C12[6.9-0.225-0.338+(0..5-0.0035)*22+15*00.012**2]*2m2.39下部钢筋2C22(6.9+0.255+0.122-0.0335*2+115*0.0022*2))*2m157203C25(6.9+0.255+0.122-0.0335*2+115*0.0025*2))*3m23.85G4C12(6.9-0.255-0.122+15*00.012**2)*4m27.56箍筋C8[(0.35+00.6)*22-0.0335*8+88*0.0008+11..9*0.0008*2]]*44m82.474DKL7上部钢筋2C20(16.92+1..2+0.88-0.255-0.0335*2+115*0.002*2)**2m39.42C22[1.2+0.88+0.255+0.388-0.0335*2+115*0.0022*2]]*2m6.442C16[0.5-0.335+15**0.0166+1/3((6.9-00.25-00.38)]]*2m55902C16[1/3*(6..9-0.338-0.225)+3++0.5-00.035++15*0..016]**2m11.592C22[1/3*(6..9-0.338-0.225)+3++0.5-00.035++15*0..022]**2m11.772C22[1/3(2.11+2.622+2.188-0.388-0.255)+0.55-0.0335+15**0.0222]*2m6.76下部钢筋2C20(1.2+0.8--0.25--0.12++0.5+00.035++15*0..02+388*0.022)*2m63102C18(1.2+0.8--0.25--0.12++0.5-00.035++15*0..018+338*0.0018)*22m6.0984C16(6.9+3-0..25*2++38*0..016*22)*4m42.4642C20(6.9+0.122-0.0335-0.225+15**0.02++38*0..02)*22m15.592C18(6.9+0.122-0.0335-0.225+15**0.0188+38*00.018))*2m15.378G4C12(16.92+1..2+0.88-0.255-0.5++15*0..012*22)*4m74.12C8(350*6000)[(0.35+00.6)*22-0.0335*8+88*0.0008+11..9*0.0008*2]]*22m41.24C8(300*5550)[(0.3+0..55)*22-0.0335*8+88*0.0008+11..9*0.0008*2]]*86*22m287.997C8(300*5000)[(0.3+0..5)*2--0.0355*8+8**0.0088+11.99*0.0008*2]**23m36.21DKL8*2上部钢筋2C16(550.24-00.035**2+15**0.0166*2)*22*2m2202.62C16[1/3*(4..5-0.338-0.225)+0..5-0.0035+155*0.0116]*2**2m7.982C16[[1/3*(44.5-0..25-0..25)*22+0.5]]*2]*99*2m1142C16[1/3(8.55+1.5--0.25--0.25))*2+0..5]*2**2m27.3332C16[1/3*(100-0.5))+0.5--0.0355+15*00.016]]*2*2m15.45下部钢筋4C16(550.24-00.035**2+15**0.0166*2)*44*2m4405.2G4C12(550.24-00.5*2++15*0..016*22)*4*22m4396.8箍筋C8[(0.3*0..6)*2--8*0.0035+8**0.0088+11.99*0.0008*2]**367*22m1302.41DKL9*2上部钢筋2C16(4.5+0.244-0.0335*2+115*0.0016)*22*2m181.642C16[1/3*(4..5-0.338-0.225)+0..5-0.0035+155*0.0116]*2**2*2m15.962C16[1/3*(4..5-0.55)*2+00.5]*22*9*2m114下部钢筋4C16(4.5+0.244-0.0335*2+115*0.0016)*44*2m363.28G4C12(4.5-0.388*2+155*0.0112*2)**4*2m356.8箍筋C8[(0.3+0..6)*2--0.0355*8+8**0.0088+11.99*0.0008*2]**309*22m1096.5799DKL10*2上部钢筋2C16(45+1.5+88.5+0..24-0..035*22+15*00.016**2)*2**2m222.62C16[1/3(4.55-0.255-0.388)+0.55-0.0335+15**0.0166]*2*22m7.982C16[1/3*(4..5-0.55)*2+00.5]*66*2*2m762C16[1/3*(8..5-0.225-0.338)+0..5-0.0035+155*0.0116*2*22*2]m26.6262C18[1/3*(4..5-0.55)*2+00.5]*33*2*2m382C18[1/3*(4..5-0.55)+1.55+0.5--0.0355+15*00.018]]*2*2m14.27下部钢筋4C16(45+0.12++0.25--0.0355*2+155*0.0116*2)**4*2m366.244C25(8.5+0.122+0.255-0.0335*2+115*0.0025*2))*4*2m76.42C18(8.5+0.122+0.255-0.0335*2+115*0.0018*2))*2*2m37.36N4C12(4.5+0.5--0.0355*2+155*0.0112*2)**4*2m84.64G4C12(45+10-0..38*2++15*0..012*22)*4*22m426.8箍筋C8[(0.3+0..6)*2--0.0355*8+8**0.0088+11.99*0.0008*2]**243*22m962.358C10(300*6600)[(0.3+0..6)*2--0.0355*8+8**0.01++11.9**0.01**2]*388*2*2m279.376C10(300*7700)外：[(0.35+00.3)*22-0.0335*8+88*0.011+11.99*0.011*2]*662*2内：[(0.7-0..035*22+2*0..01)*22+[(0..35-0..035*22-0.0225)/4**2+0.0025+2**0.01]]*2+111.9*0..01*2]]*62*22m498.5233.492DKL11*2上部钢筋2C16(4.5+0.244-0.0335*2+115*0.0016)*22*2m181.642C16[1/3*(4..5-0.338-0.225)+0..5-0.0035+155*0.0116]*2**2*2m15.962C16[1/3*(4..5-0.55)*2+00.5]*22*9*2m1142C16[1/3*(4..5-0.338-0.225)+0..5-0.0035+155*0.0116]*2**2*2m15.96下部钢筋4C16(4.5+0.244-0.0335*2+115*0.0016)*44*2m363.28G4C12(4.5-0.388*2+155*0.0112*2)**4*2m356.8N4C12(4.5+0.5--0.0355*2+155*0.0112*2)**4*2m84.64箍筋C8[(0.3+0..6)*2--0.0355*8+8**0.0088+11.99*0.0008*2]**278*22m9865.6644C10[(0.3+0..6)*2--0.0355*8+8**0.01++11.9**0.01**2]*400*2m147.04LL1*3上部钢筋2C14(6.9+0.3++0.12--0.0355*2+155*0.0114*2)**2*3m46.022C14[1/3*(6..9-0.112)+0..3-0.0035+155*0.0114]*2**2*3m32.822C14[1/3*(6..9-0.112)+0..3-0.0035+155*0.0114]*2**2*3m32.82下部钢筋4C18(6.9+0.3++0.12--0.0355*2+155*0.0118*2)**4*3m93.48G4C12(6.9-0.122+15*00.012**2)*4**3m83.52箍筋C8[(0.3+0..6)*2--0.0355*8+8**0.0088+11.99*0.0008*2]**34*3m180.948LL2上部钢筋2C14(10+0.2+00.12-00.035**2+15**0.0144*2)*22m21.342C12[10-0.155-0.188-1/3**(10-00.15-00.18)**2+0.115*2]**2m7.0467下部钢筋2C25(10+0.2+00.12-00.035**2+15**0.0255*2)*22m223C22[0.35-0..035+115*0.0022+1//3*(100-0.122-0.155)]*2**3m23.33G4C12(10-0.15--0.18++15*0..012*22)*4m40.12箍筋C8外：[(0.35+00.7)*22-0.0335*8+88*0.011+11.99*0.011*2]*550内：[(0.6-0..035*22+2*0..01)*22+[(0..35-0..035*22-0.0225)/4**2+0.0025+2**0.01]]*2+111.9*0..01*2]]*50m210.9LL4*2上部钢筋2C14(4.5+0.155*2-0..035*22+15*00.014**2)*2**2m20.6下部钢筋2C18(4.5+0.155*2-0..035*22+15*00.018**2)*2**2m21.08箍筋C8[(0.24+00.45)**2-0.0035*8++8*0.0008+111.9*0..008*22]*30**2m81.264一层梁钢筋的工程程量KL12*2上部钢筋2C20[16.92-00.5-0..38+(00.5-0..025)**2+15**0.02**2]*2**2m70.362C20[1/3*(6..9-0.225-0.338)+0..5-0.0025+155*0.022]*2*22*2m22.922C20[1/3*(6..9-0.225-0.338)*2++3+0.55]*2*22m30.722C20[1/3*(6..9-0.225-0.338)+0..5-0.0025+155*0.022]*2*22*2m22.92下部钢筋4C18(6.9-0.388-0.255+15*00.018++38*0..018)**4*2m57.434C16(3-0.5+388*0.0116*2)**4*2m29.7284C25(6.9-0.255-0.388+15*00.025++38*0..025)**4*2m60.76G4C12[1/3*(6..9-0.225-0.338)*2++6.9-00.25-00.38+00.15*22]*4*22m19.12箍筋C8(300*5550)[(0.3+0..55)*22-0.0225*8+88*0.0008+11..9*0.0008*2]]*133**2m466.67C8(300*5000)[(0.3+0..5)*2--0.0255*8+8**0.0088+11.99*0.0008*2]**23*2m76.1KL13*2上部钢筋2C18[16.92-00.5-0..38+(00.5-0..025)**2+15**0.18**2]*2**2m70.122C22[1/3*(6..9-0.225-0.338)+0..5-0.0025+155*0.0222]*2**2*2m23.162C22[1/3*(6..9-0.225-0.338)*2++3+0.55]*2*22m30.722C18(6.9-0.255-0.388+15*00.018++38*0..018)**2*2m28.896下部钢筋2C16(6.9+3-0..25-0..38+155*0.0116+38**0.0166)*2*22m40.4724C16(3-0.5+388*0.0116*2)**2*4m14.864C25(6.9-0.388-0.255+15*00.025**2)*4**2m56.162C18(6.9+3-0..25-0..38+155*0.0118+38**0.0188)*2*22m40.54箍筋C8(300*5550)[(0.3+0..55)*22-0.0225*8+88*0.0008+11..9*0.0008*2]]*137**2m480.7C8(300*5000)[(0.3+0..5)*2--0.0255*8+8**0.0088+11.99*0.0008*2]**23*2m76.1KL14*2上部钢筋2C22(16.92+0..12-0..025*22+15*00.022**2)*2**2m70.62C20[1/3*(6..9-0.225-0.338)+0..5-0.0025+155*0.022]*2*22*2m22.922C20[1/4*(6