格尔木市阳光办公楼施工组织设计

东华理工大学长江学院本科生毕业设计论文题目：格尔木市阳光办公楼施工组织设计姓名：学号：班级：年级：专业：工程管理学院：建工学院指导教师：完成时间：2017年5月26日

摘要本施工组织设计针对的是阳光办公楼。占地面积为691m2，建筑面积为4147m2。采用框架结构，主体为六层，上人屋面顶棚一层。本地区抗震设防烈度为7度。楼﹑屋盖均采用的是现浇钢筋混凝土结构。在结构设计中，根据经验公式先进行梁、板、柱的截面尺寸估算，再查相关规范确定恒荷载、地震作用。施工组织设计是根据本项目建设的特点，以及结合具体的自然环境条件、技术经济条件和现场施工条件，通过研究施工项目的组织方式、施工方案、进度计划、资源配置、施工平面设计等等方法进行施工规划设计方案，从而达到高效率低耗能地完成建设项目的施工任务，最终以保证施工项目的质量、工期、造价目标的实现。关键词：质量；进度；

组织管理；施工组织设计

ABSTRACTThedesignoftheintegratedisframeworkofthefive-storeybuilding,whoselowertwofloorsareshoppingcenterandupperthreefloorsareofficespace.Thesizeis619m2.Thefloorareais4147m2.Thedesigncontainsmainlytheconstructionprogramdesign,structuraldesignandconstructiondesign.Onthebasisofthefeaturesofbuildingdesgin,combiningthespecificconditionsofthenaturalenvironment.technicalandeconomicconditionsoftheconstructionsite,constructiondesignresearchedprogramsconstructionplanninganddesignorganization,whichcontianprogram,program,theallocationofresources,constructiongraphicdesign,inordertocompleteconstructionofaconstructionprojecttasksinthewayofhighefficientandlowconsumptionandensurethequality,time,costobjectivesoftheproject.Keywords：Quality

；Schedule；Organization

and

Management；ConstructionOrganizationDesign

目录TOC\o"1-2"\h\z\u1工程概况 页附录三工程量计算序号分部分项工程名称部位与编号单位计算式计算结果一土方及基础工程1平整场地㎡按建筑物外墙外边线每边各加2m以平方米计算1382.79[48+（1.4+0.12）*2+4]*（14.4+0.24+4）=1382.79㎡2挖地坑m3按地坑面积乘地坑高度计算397.07CT-32.5*2.5*1.15*8个=57.50m3CT-4（2.2+0.3*2）*（2.2+0.3*2）*1.15*4个=36.06m3CT-5（2.7+0.3*2）*（2.7+0.3*2）*1.15*8个=100.19m3CT-6（3.4+0.3*2）*（2.2+0.3*2）*1.15*4个=51.52m3CT-7（2.7+0.3*2）*（4.4+0.3*2）*1.15*2个=37.95m3CT-8（2.7+0.3*2）*（4.4+0.3*2）*1.15*6个=113.85m33挖地槽m3按地槽长度乘地槽截面面积计算235.71DL-1S=（0.45+0.3*2）*0.85=0.89㎡L=[（4.42+3.95+0.518）*2+0.316]*4-1.55*2+6.35*6=107.37mV=SL=0.89*107.37=95.56m3DL-2S=（0.45+0.3*2）*1.00=1.05㎡L=（12.44+11.24+15.34+17.076）*2=112.20mV=SL=1.05*112.20=117.81m3DL-3S=（0.45+0.3*2）*0.7=0.735㎡L=（2.6*2+5*2）*2=30.40mV=SL=0.735*30.04=22.34m34地槽（坑）原土打底夯㎡按挖土底面积计算607.75槽：S=（0.45+0.3*2）*（107.37+112.20+30.40）=252.47㎡坑：S=2.5*2.5*8+2.8*2.8*4+3.3*3.3*8+4*2.8*4+3.3*5*8=345.28㎡5C10砼垫层m3按底（截面)面积乘高度(长度)以立方米计算36.93基槽：S=0.45*0.1=0.045㎡L=（23.69*4+7.7*4+8.3*2）+（14.84*2+13.64*2+17.74*2+19.48*2）+19.4*2=312.36mV=SL=0.045*312.36=14.06m3基坑：S=[(1.76+2.224)*0.176/2+(0.56+2.224）*1.323/2]*8个+2.2*2.2*4个+2.7*2.7*8个+3.4*2.2*4个+2.7*4.4*6个+2.7*4.4*2个=228.73㎡V=SH=228.73*0.1=22.87m36现在C35砼承台m3按面积乘高度以立方米计算181.39CT-3V=[(1.66+2.124)*0.616/2+(0.46+2.724)*1.223/2*0.75*8个=16.47m3CT-4V=2*2*0.75*4个=12.00m3CT-5V=2.5*2.5*0.85*8个=42.50m3CT-6V=3.2*2*0.95*4个=24.32m3CT-7V=4.2*2.5*0.95*2个=19.95m3CT-8V=4.2*2.5*1.05*6个=66.15m37现浇C35砼地梁m3按截面面积乘长度以立方米计算DL-1S=0.25*0.55=0.138㎡46.69L=23.69*2+21.84*2+7.7*4+8.3*2=138.46m超出部分体积:[(1.18-0.48）*4+（2.124-0.5）*8]*0.25*0.1=0.4m3V=0.138*138.46+0.40=19.51m3DL-2S=0.25*0.7=0.175㎡L=14.84*2+13.64*2+17.71*2+19.48*2=131.40m超出部分体积:[(1.18-0.48）*4+（1.223-0.38）*8+（0.616-0.12）*4]*0.25*0.1=0.29m3V=0.175*131.4+0.29=23.29m3DL-3S=0.25*0.4=0.1㎡L=19.43*2=38.86mV=0.1*38.86=3.89m38标高-0.3以下砖墙m3按截面面积乘长度以立方米计算7.36（M10;MU10）S1=0.24*0.2=0.048㎡L1=32.15*2+17.93*2+3.25*4+0.55*4+2.75*2+7.45*4=150.66mV1=0.048*150.66=7.23m3S2=0.24*0.1=0.024㎡L2=(2-0.6)*4=5.60mV2=0.024*5.60=0.13m39现浇C35砼柱m3按面积乘高度以立方米计算2.03（标高-0.3以下）KZ1V=0.6*0.6*0.3*4根=0.43m3KZ2V=0.65*0.65*0.1*2根=0.08m3KZ3V=0.6*0.6*0.1*4根+0.6*0.6*0.2*8根=0.72m3KZ4V=0.5*0.5*0.3*4根=0.30m3KZ5V=0.5*0.5*0.3*4根=0.30m3GZ1V=0.24*0.24*0.2*16根=0.20m310基础回填土m3按挖土体积减去标高设计室外地坪以下的埋设体积计算366.46V挖=640.84m3V基=39.63+181.39+46.69+7.36+2.03=274.38m3V填=640.84-274.38=366.46m311墙基防潮层㎡按墙基础顶面宽度乘长度以平方米计算37.50L=150.66+5.6=156.26mB=0.24mS=LB=156.26*0.24=37.50㎡12室内回填土m3按主墙间净面积乘以厚度以立方米计算121.20填土高度：H=0.3-0.18=0.12m净面积：S=1010㎡V=SH=1010*0.12=121.20m313室内原土打底夯㎡按主墙间净面积以平方米计算1010.00室内净面积：S=1010㎡14余土外运m3按挖土体积减去回填土体积以立方米计算153.18挖土体积：V=640.84m3回填土体积：V=366.46+121.10=487.66m3余土体积：V=640.84-487.66=153.18m3二砼及钢筋砼工程15现浇C35砼梁m3按断面面积乘以长度以立方米计算195.78地梁V=46.69m346.69二层框架梁S1=0.35*0.8截面L1=34.92*2+23.34*2=116.56m149.09V1=S1L1=0.35*0.87*116.56=35.49m3S2=0.35*0.85截面L2=23.24*2=46.68mV2=S1L2=0.35*0.85*46.68=14.21m3S3=0.35*0.7截面L3=37.34*2=74.68mV3=S3L3=0.35*0.7*74.68=18.30m3S4=0.25*0.87截面L4=19.43*2+0.55*4+1.16*6=48.02mV4=S4L4=0.25*0.87*48.02=10.44m3S5=0.25*0.7截面L5=22.95+24.55*2=72.05mV5=S5L5=0.25*0.7*72.05=12.61m3S6=0.25*0.85截面L6=23.44*2+23.84*2=94.56mV6=S6L6=0.25*0.85*94.56=20.10m3S7=0.25*0.65截面L7=7.05*10=70.50mV7=S7L7=0.25*0.65*70.50=11.46m3S8=0.25*0.50截面L8=23.19*2+1.56*20+29.55*2=136.68mV8=S8L8=0.25*0.50*136.68=17.09m3S9=0.24*0.4截面L9=22.65*2=45.30mV9=S9L9=0.25*0.4*45.30=4.53m3S10=0.25*0.3截面 L10=1.145*2+3.425*2+6.425*2+1.1*4+97.4*4=64.83mV10=S10L10=0.25*0.3*64.83=4.86m316现浇C35砼楼板m3按梁间净面积乘以板厚以立方米计算97.97板厚：0.11m净面积：S=外围面积-梁平面面积-柱平面面积-楼梯间面积1168.36-0.25*531.94-0.35*237.92-11.14-7.74*3.25*2=890.60㎡体积：V=SH=890.60*0.11=97.97m317现浇C35砼框架柱m3按底面积乘以高度以立方米计算43.11一层框架柱高度H取标高-0.3到二层楼面高度H=3.87m柱面积：KZ1:S=0.6*0.6*4根=1.44㎡KZ2:S=0.65*0.65*8根=3.38㎡KZ3:S=0.6*0.6*12根=4.32㎡KZ4:S=0.5*0.5*4根=1.00㎡KZ5:S=0.5*0.5*4根=1.00㎡S=1.44+3.38+4.32+1+1=11.14㎡V=SH=11.14*3.87=43.11m318现浇C35砼构造柱m3按底面积乘以高度以立方米计算2.67GZ1柱面积：S=0.24*0.24=0.0576㎡高度：H1=3.2mH2=2m体积:V=SH=0.0576*3.2*12根+0.0576*2*4根=2.67m319现浇C35砼楼梯㎡按水平投影面积以平方米计算51.90一层S=（8.2-0.24）*（3.5-0.24）*2个=51.90㎡梯梁支柱m3TZ：S=0.24*0.24H=1.92m0.44V=SH=0.24*0.24*1.92*4根=0.44m3墙内梯梁m3TL3:S=0.24*0.35L=13.8m0.48V=SL=0.24*0.35*1.38*4根=0.48m320现浇C30砼框架梁m3按断面面积乘以长度以立方米计算631.57三层框架梁S1=0.35*0.67截面L1=34.94*2+37.34*2=144.56m131.69V1=S1L10.35*0.67*144.56=33.90m3S2=0.35*0.85截面L2=23.34*4=93.36mV2=S2L2=0.35*0.85*93.36=27.85m3S3=0.35*0.5截面L3=1.55*4=6.22mV3=S3L3=0.35*0.5*6.22=1.09m3S4=0.25*0.85截面L4=7.42*4+7.44*4=59.44mV4=0.25*0.85*59.44=12.63m3S5=0.25*0.67截面L5=70.50+19.43*2+10.45*4+0.86*10+1.26*12+7.74*4=205.84mV5=S5L5=0.25*0.67*205.84=34.48m3S6=0.25*0.5截面L6=26.3*2+29.55*2+1.56*12+4.65=135.07mV6=S6L6=0.25*0.5*135.07=16.88m3S7=0.25*0.3截面L7=64.83mV7=0.25*0.3*64.83=4.86m3四五六层梁将二层LL38截面由S=0.25*0.67转换成S=0.25*0.5其他完全同二层387.81L=10.45*4+1.26*12=56.92m变量：△V=（0.25*0.67-0.25*0.5）*56.92=2.42m3V=131.69-2.42=129.27m3三层体积：V=129.27*3层=387.81屋顶框架梁S1=0.38*0.85截面L1=23.84*4=95.36m104.38V1=S1L1=0.35*0.85*95.36=28.37m3S2=0.35*0.67截面L2=37.54*2=75.08m V2=S2L2=0.35*0.67*75.08=17.61m3S3=0.35*0.5截面L3=1.56*4=6.24mV3=S3L3=0.35*0.5*6.24=1.09m3S4=0.25*0.85截面L4=7.44*8=59.52mV4=S4L4=0.25*0.85*59.52=12.65m3S5=0.25*0.7截面L5=7.74mV5=S5L5=0.25*0.7*7.74=1.35m3S6=0.25*0.67截面L6=23.22+7.6*4+8.173*4+19.43*2=113.17mV6=S6L6=0.25*0.67*1113.17=18.96m3S7=0.25*0.5截面L7=23.54*2+29.55*2+24.25*2+1.56*16+1.26*12=194.76mV7=S7L7=0.25*0.5*194.76=24.35m3出屋顶梁S1=0.25*0.85截面L1=7.44*4=29.76m7.69V1=S1L1=0.25*0.85*29.76=6.32m3S2=0.25*0.5截面L2=2.74*4=10.96mV2=S2L2=0.25*0.5*10.96=1.37m321现浇C30砼楼板m3按梁间净面积乘以板厚以立方米计算420.83三-六层楼板板厚：H=0.11m331.52净面积：S=二层楼板面积-减少板块面积减少板块面积=9.12*4块+9.26*10块+4.09*2块=137.26㎡二层楼板面积=890.60㎡S=890.60-137.26=753.34㎡V=SH=753.34*0.11=82.88m3四层体积：V=82.88*4层=331.52m3屋面楼板板厚：H=0.11m83.78净面积：S=三层楼板面积+增加板块面积增加板块面积=3.25*1.26*2块=8.19㎡三层楼板面积=753.34㎡S=753.34+8.19=761.53㎡V=SH=761.53*0.11=83.78m3出屋面楼板板厚:H=0.11m5.53净面积：S=7.74*3.25*2=50.31㎡体积：V=SH=50.31*0.11=5.53m322现浇C30砼框架柱m3按底面积乘以高度以立方米计算154.50二三层框架柱框架柱总面积:S=11.14㎡71.30高度：H=3.2m体积：V=SH=11.14*3.2*2层=71.30m3四-六层框架柱框架柱总面积:S=0.5*0.5*32根=8.00㎡76.80高度：H=3.2m体积：V=SH=8*3.2*3层=76.80m3楼梯间顶层柱框架柱总面积：S=0.5*0.5*8根=2.00㎡6.40高度：H=3.2m体积：V=SH=2*3.2=6.40m323现浇C30砼构造柱m3按底面积乘以高度以立方米计算41.64二层GZ1S=0.24*0.24㎡7.15H1=1.33mN=4根；H2=2.35mN=14根；H3=2.53m,N=30根H4=2.7mN=2根；H5=1.15mN=4根V=0.24*0.24*(1.33*4根+2.35*14根+2.53*30根+2.7*2根+1.15*4根)7.15m3三-六层GZ1S=0.24*0.24㎡29.08H1=1.33mN=4根；H2=2.35mN=14根；H3=2.53mN=18根H4=2.7mN=14根；H5=1.15mN=4根V=0.24*0.24）*（1.33*4根+2.35*14根+2.53*18根+2.7*14根+1.15*4根）=7.27m3四层体积：V=7.27*4层=29.08m3出屋面GZ1S=0.24*0.24㎡0.54H=2.35mN=4根V=SHN=0.24*0.24*2.35*4根=0.54m3女儿墙GZ1S=0.24*0.24㎡3.57H1=1.32mN=44根；H2=0.32mN=12根V=0.24*0.24*(1.32*44根+0.32*12根）=3.57m3二-六层GZ2S=0.2*0.12㎡1.30H=1.15mN=16根V=SHN=0.12*0.12*1.15*16根=0.26m3五层体积：V=0.26*5层=1.30m324现浇C30砼楼梯㎡按水平投影面积以平方米计算259.50二-六层S=（8.2-0.24）*（3.5-0.24）*2个*5层=259.50㎡梯梁支柱m3TZ：S=0.24*0.24H=1.25m1.44V=SH=0.24*0.24*1.25*4根*5层=1.44m3V=SH=0.24*0.35*1.68*4根*5层=2.82m325现浇C30砼过梁m3按断面面积乘以长度以立方米计算4.89二-六层M-1:S=0.12*0.12㎡L=1.48mN=6根4.75V=SLN=0.12*0.12*1.48*6根=0.13m3MC-2:S=0.12*0.15㎡L=1.98mN=6根V=SLN=0.12*0.15*1.98*6根=0.21m3M1022：S=0.24*0.12㎡L=1.48mN=8根V=SLN=0.24*0.12*1.48*8根=0.34m3M1022-1:S1=0.24*0.12㎡L1=1.48mN1=2根V1=S1L1N1=0.24*0.12*1.48*2根=0.09m3S2=0.12*0.12㎡L2=1.48mN2=1根V2=S2L2N2=0.12*0.12*1.48*1根=0.18m3五层体积：V=（0.13+0.21+0.34+0.09+0.18）*5层=4.75m3楼梯间顶层C1516:S=0.24*0.15㎡L=1.98mN=2根0.14V=SLN=0.24*0.15*1.98*2根=0.14m327现浇C30素砼挡水墙m3按断面面积乘以长度以立方米计算6.65截面S1=0.24*0.1㎡L1=25.4+10.54*2=46.49m5.60V1=S1L1=0.24*0.1*46.49*5层=5.60m3截面S2=0.12*0.1㎡L2=8.773*2=17.55m1.05V2=S2L2=0.12*0.1*17.55*5层=1.05m328现浇C30砼女儿墙挡板m3按断面面积乘以长度以立方米计算10.52S=0.12*0.25+0.12*0.1㎡L=203.66+46.80=250.46mV=(0.12*0.25+0.12*0.1）*250.46=10.52m329现浇C3砼雨棚㎡按外伸部分水平投影面积计算8.98S=3.74*1.2*2块=8.98㎡30现浇C20砼女儿墙压顶m3按断面面积乘以长度以立方米计算6.99屋顶层截面S=0.36*0.08㎡L=142.26+61.40=203.66m5.87V=SL=0.36*0.08*203.66=5.87m3出屋顶层截面S=0.3*0.08㎡L=46.80m1.12V=SL=0.3*0.08*46.80=1.12m331现浇C25砼承水台m3按断面面积乘以高度以立方米计算0.04S=0.3*0.3㎡L=0.1mN=4个V=SLN=0.3*0.3*0.1*4个=0.04m332现浇C15砼台阶㎡按水平投影面积以平方米计算46.44截面S1=4.4*1.8*4块=32.68㎡截面S2=4.1*1.8*2块=14.76㎡合计:S=31.68+14.76=46.44m3三.模版工程（按砼及钢筋砼体积用含模量计算）33现浇砼承台模板㎡S=181.39m3*1.99㎡/m3=360.97㎡34现浇砼基础梁模板㎡S=46.69m3*6.4㎡/m3=298.69㎡35现浇砼框架柱模板㎡S=199.64m3*6.8㎡/m3=1357.55㎡36现浇砼楼板模板㎡S=518.80m3*8.04㎡/m3=4171.15㎡37现浇砼框架梁模板㎡高度H≤0.3mS=24.30m3*13㎡/m3=315.90㎡高度H≤0.6mS=141.82m3*10.60㎡/m3=1503.29㎡高度H＞0.6mS=614.95m3*8.10㎡/m3=4981.10㎡38现浇砼构造柱模板㎡S=46.39m3*6.67㎡/m3=309.42㎡39现浇砼挡板模板㎡S=63.66m3*19.09㎡/m3=1215.27㎡40现浇砼过梁模板㎡S=4.89m3*11.24㎡/m3=54.96㎡41现浇砼挡水墙模板㎡S=6.65m3*7.44㎡/m3=49.48㎡41现浇砼女儿墙压顶模板㎡S=6.99m3*11.10㎡/m3=77.59㎡43现浇砼乘水台模板㎡S=0.04m3*25.25㎡/m3=1.01㎡44现浇砼楼梯模板㎡（水平投影面积）S=311.40㎡45现浇砼台阶模板㎡（水平投影面积）S=46.44㎡46现浇砼雨棚模板㎡（水平投影面积）S=8.98㎡五.脚手架工程47外墙双排砌筑脚架㎡按外墙边线长度乘以外墙高度以平方米计算3836.84外墙边线长度:L=39.54*2+25.84*2=130.76m外墙高度：H=21.30m天井外墙边线长度：L=24.26*2+5.96*2=60.44m天井外墙高度：H=17.4mS=130.76*21.30+60.44*17.40=3836.84㎡48内墙里砌筑脚手架㎡按内墙净长乘以内墙净高以平方米计算4205.45一层内墙净长L=35.24m内墙净高H=2.72m95.85面积S=LH=35.24*2.72=95.85㎡二层内墙净度H1=2.35m内墙净长L1=108.29m806.66面积S1=L1H1=108.29*2.35=254.48㎡内墙净度H2=2.53m内墙净长L2=135.75m面积S2=L2H2=108.29*2.35=343.45㎡内墙净度H3=2.70m内墙净长L3=45.60m面积S3=L3H3=45.60*2.70=123.12㎡内墙净度H4=2.90m内墙净长L4=29.52m面积S4=L4H4=29.52*2.90=85.61㎡总面积S=254.48+343.45+123.12+85.61=806.66三-六层内墙净度H1=2.35m内墙净长L1=108.29m3233.00面积S1=L1H1=108.29*2.35=254.48㎡内墙净度H2=2.53m内墙净长L2=126.39m面积S2=L2H2=126.39*2.53=319.77㎡内墙净度H3=2.7m内墙净长L3=54.96m面积S3=L3H3=54.96*2.7=148.39㎡内墙净度H4=2.9m内墙净长L4=29.52m面积S4=L4H4=29.52*2.90=85.61㎡总面积S=（254.48+319.77+148.39+85.61）*4层=3233.00㎡楼梯顶层高度H=2.35m净长L=7.44*4=29.76m69.94面积S=LH=29.76*2.35=69.94㎡49现浇砼框架柱脚架㎡按柱周长+3.6m乘以柱高以平方米计算3362.53双排KZ2S=[（2.6+3.6）*7.07+（2.4+3.6）*3.2+（2+3.6）*9.6]*8=934.35㎡KZ3S=[（2.4+3.6)*7.17+(2+3.6)*12.8]*12+(2.4+3.6)*0.1*8=1381.20㎡KZ4KZ5S=(2+3.6)*23.37*8=1046.98㎡50现浇砼框架梁脚架㎡按楼地面到梁顶高度乘以净长以平方米计算13723.98双排一层梁净长L=769.86m高度H=3.57m2748.40S=LH=769.86*3.57=2748.40㎡二-五层梁净长L=709.32m高度H=3.2m9079.30S=LH=709.32*3.2*4层=9079.30㎡六层梁净长L=551.87m高度H=3.2m1765.98S=LH=551.87*3.2=1765.98㎡出屋顶梁净长L=40.72m高度H=3.2m130.30S=LH=40.72*3.2=130.30㎡六门窗工程51金属框双层玻璃门㎡按洞口尺寸以平方米计算34.56(铝合金组合门)S=3.2*2.7*4=34.56㎡52金属框单层玻璃门㎡按洞口尺寸以平方米计算303.72(铝合金门)S=1.8*2.7*2+1*2.2*15+0.7*2*30+1*2.5*60+1.6*1.5*60=303.72㎡53木框单体实体门㎡按洞口尺寸以平方米计算259.90(三夹木门）S=0.9*2.5*60+1.8*2.5*8+1*2.2*40=259.90㎡54金属框双层玻璃门㎡按洞口尺寸以平方米计算94.50（铝合金门）S=0.9*2.5*30+0.6*1.5*30=94.50㎡55已级防火门㎡按洞口尺寸以平方米计算27.00S=1.8*2.5*6=27.00㎡56PVC框+LOW-E㎡按洞口尺寸以平方米计算中空玻璃窗带亮子：S=3.6*1.8*4+2*1.8*4+2.4*1.8*8+3*1.6*12+1.8*1.6*38445.44+1.5*1.6*20+5.4*1.2*24=445.44㎡无亮子：S=0.6*1.3*120=93.60㎡93.6057PVC框单层玻璃㎡按洞口尺寸以平方米计算（磨砂玻璃）带亮子：S=1.5*1.6*10=24.00㎡24.00无亮子：S=0.6*0.6*20=7.20㎡7.2058窗帘盒m按洞口尺寸加0.3m以延长米计算623.60L=3.9*4+2.3*4+2.7*8+3.3*12+2.1*38+1.8*20+0.9*120+0.9*20+5.7*24+1.8*10+1.9*60+0.9*30=623.60m59木门贴脸m按洞口尺寸外围长度以延长米计算732.80L=（0.9+2.5）*2*60+（1.8+2.5）*2*8+（1+2.2）*2*40=732.80m七砌筑工程60MU10混合砌筑砖墙m3按实砌体积以立方米计算11.25(-0.300-±0.000)墙长:L=156.26m(框架柱间净长）墙高:H=0.3m外墙厚：B=0.24m体积：V=156.26*0.3*0.24=11.25m361M5混合砂浆砌筑墙m3按实砌体积以立方米计算（±0.000以上）一层外墙长度：L=123.22m(框架柱间净长）64.26外墙高度：H=2.7m外墙厚：B=0.24m扣除:门窗洞口面积S=145.08㎡构造体积：V=2.67m3外墙体积V=（123.22*2.7-145.08）*0.24-2.67=42.18m3内墙长度：L=35.24m(框架柱间净长）内墙高度:H=2.72m3内墙厚度：B=0.24m扣除：构造体积V=0.44+0.48=0.92m3内墙体积：V=35.24*2.72*0.24-0.92=22.08m3二层(一砖墙）一砖墙墙高H1=2.53m净长L1=272.92m241.34扣除：门窗洞口面积S1=213.36㎡构造体积V1=2.5+4.77+0.87=8.14m3砌筑体积V1=（2.53*272.92-213.36）*0.24-8.14=151.97m3一砖墙墙高H2=2.35m净长L2=134.32m扣除：门窗洞口面积S2=21.60㎡构造体积V2=0.84+1.62=2.46m3砌筑体积V2=（2.35*134.32-21.6）*0.24-2.46=68.11m3一砖墙墙高H3=2.7m净长L3=43.20m扣除：门窗洞口面积S3=22㎡构造体积V3=1.78+1.39+0.31=3.48m3砌筑体积V3=（2.7*43.20-22）*0.24-3.48=19.54m3一砖墙墙高H4=1.15m净长L4=6.24m砌筑体积V4=1.15*6.24*0.24=1.72m3（半砖墙）半砖墙墙高H5=2.9m净长L5=29.16m7.46扣除：门窗洞口面积S5=27.30㎡构造体积V5=29.16*0.12*0.1+0.31=0.66m3砌筑体积V5=（2.9*29.16-27.3）*0.12-0.66=6.21m3半砖墙墙高H6=2.7m净长L6=4.76m扣除：门窗洞口面积S6=2.2㎡构造体积V6=1.48*0.12*0.15=0.03m3砌筑体积V6=(2.7*4.76-2.2)*0.12-0.03=1.25m3三-六层(一砖）一砖墙墙高H1=2.53m净长L1=215.90m752.72扣除：门窗洞口面积S1=155.76㎡构造体积V1=1.46+2.06+0.87=4.39m3砌筑体积V1=（2.53*215.9-155.76）*0.24-4.39=89.32m3一砖墙墙高H2=2.35m净长L2=134.32m扣除：门窗洞口面积S2=18.90㎡构造体积V2=0.84+0.87=1.71m3砌筑体积V2=（2.35*134.32-18.9）*0.24-1.71=69.51m3一砖墙墙高H3=2.7m净长L3=56.16m扣除：门窗洞口面积S3=22㎡构造体积V3=1.78+1.39+0.31=3.48m3砌筑体积V3=（2.7*43.20-22）*0.24-3.48=27.63m3一砖墙墙高H4=1.15m净长L4=6.24m砌筑体积V4=1.15*6.24*0.24=1.72m3合计：V=(89.32+69.51+27.63+1.72)*四层=752.72m3（半砖墙）半砖墙墙高H5=2.9m净长L5=29.16m29.84扣除：门窗洞口面积S5=27.30㎡构造体积V5=29.16*0.12*0.1+0.31=0.66m3砌筑体积V5=（2.9*29.16-27.3）*0.12-0.66=6.21m3半砖墙墙高H6=2.7m净长L6=4.76m扣除：门窗洞口面积S6=2.2㎡构造体积V6=1.48*0.12*0.15=0.03m3砌筑体积V6=(2.7*4.76-2.2)*0.12-0.03=1.25m3合计：V=(6.21+1.25)*四层=29.84m3出屋面一砖墙墙高H1=2.35m净长L1=29.76m20.18(一砖墙)构造体积V1=0.58m3砌筑体积V1=2.35*29.76*0.24-0.58=16.20m3一砖墙墙高H2=2.7m净长L2=10.96m扣除：门窗洞口面积S2=2.7+9=11.7㎡构造体积V2=0.31m3砌筑体积V2=(2.7*10.96-11.7)*0.24-0.31=3.98m3女儿墙一砖墙墙高H1=1.32m净长L1=203.66m54.91（一砖墙）扣除：挡水板体积=（0.12*0.25+0.12*0.1）*203.66=8.55m3木砖体积=0.06*0.06*0.12*（203.66/1.2+1）=0.07m3构造柱体积=3.35m3合计V=8.55+0.07+3.35=11.97m3砌筑体积V1=（1.32*0.24+0.06*0.06）*203.66-11.97=53.28m3一砖墙墙高H2=1.32m净长L2=42.9m扣除：挡水板体积=（0.12*0.25+0.12*0.1）*42.96=1.80m3木砖体积=0.06*0.06*0.12*（42.96/1.2+1）=0.02m3砌筑体积V2=（0.32*0.24+0.06*0.06）*42.96-1.82=1.63m3八楼地面工程62地面碎石垫层m3按室内主墙间净面积乘以厚度以立方米计算101.00净面积S=1010㎡设计厚度H=0.1m体积V=SH=1010*0.1=101.00m363地面C15砼垫层m3按室内主墙间净面积乘以厚度以立方米计算60.60净面积S=1010㎡设计厚度H=0.06m体积V=SH=1010*0.06=60.60m364地面1：2水泥砂面㎡按室内主墙间净面积以平方米计算1010.00净面积：S=1010㎡65楼面1：2水泥砂面㎡按室内主墙间净面积以平方米计算3923.24二层净面积：S=890.60+(22.7*2*3+8.96*4+8.6*2）*0.25=937.91㎡937.91三-六层净面积：758.16㎡*4层=3032.64㎡3032.6466屋面1:3水泥砂浆找平㎡按实际面积以平方米计算838.45面积S=25.36*39.06+（0.8+1.4）/2*18.16*2+1.8*（29.3-0.24）*2-3.74*8.44*2-9.44*24.74=838.45㎡67屋面C20砼面层m3按实际面积乘以厚度以立方米计算33.54面积S=838.45㎡厚度H=0.04m体积：V=SH=838.45*0.04=33.54m368卫生间C20细石砼m3按实际面积乘以厚度以立方米计算13.45面积：S=4.76*7.96*2+13.86=89.64㎡厚度：H=0.03m五层体积V=89.64*0.03*5层=13.45m370水泥砂浆楼梯面㎡按楼梯水平投影面积以平方米计算311.40净面积：S=3.26*7.96*12个=311.40㎡71水泥砂浆踢脚线m按延长米计算4559.14一层长度：L=（39.3-0.24）*2+3.6*4+0.8*4+18.19*2+8.2*4+3.75*2210.76+3.26*2+7.96*4=210.76m二-六层长度：L=[1.26*2+1.38*2+3.12*2+3.28*2+1.46+1.703+1.26*24059.80+3.12*2+4.18*2+1.833*2+1.26*2+3.32*2+4.18*2+10.76+10.33+0.56+8.2+3.36*2+4.76*2+5.24*2+29.2+25.84+（7.96*2+1.26*2+3.26*4）]*2+29.06*2+24.74*2=811.96m五层总长L=811.96*5层=4059.80m楼梯间一层：3.3*1.18*2+2*2+3.26*2+2.66*2=28.54m288.56二-六层：L=[3*1.18*2+2.3*2+3.26*2+2.66*2]*五层=115.74m合计：(28.54+115.74)*2=288.56m72水泥砂浆台度m按延长米计算485.80二-六层长度：L=（1.56*2+1.26*2+1.536+1.56+1.26+1.46+1.703*2+1.76*2+7.96*2+4.76*3）*2=97.16m五层合计：L=97.16*5层=485.80m73台阶水泥砂浆面㎡按台阶的的水平投影面积以平方米计算46.44水平投影面积：S=46.44㎡（计算见前）74C15砼散水㎡按散水中线长度乘以宽度以平方米计算65.84散水宽度：B=0.6m中心线长度：L=（7.22*2+6.3*2）*2+（3.1*2+0.8*2+20.03）*2=109.74m水平投影面积：S=BL=0.6*109.74=65.84㎡75不锈钢楼梯扶手栏杆m按延长米计算斜段长度：L=(3.63*1.118*2+3*1.118*10)*2个=84.84m水平段长度：L=（1.6+0.06+0.05）*2个=3.42m弯头长度：L=(0.05*2+0.06)*22个=3.52m合计：L=81.84+3.42+3.52=88.78m76阳台型钢栏杆㎏按图示尺寸以㎏计算南北外阳台圆钢30：重量：G=2.4*3根*14个*5层*5.55=2797.20㎏2797.20东西外阳台圆钢30：重量：G=3.36*7根*2个*5层*5.55=1305.36㎏1305.36方钢40：重要：G=1.2*3根*2个*5层*0.04*0.04*7850=452.16452.16九屋面防水工程77高聚沥青卷材防水㎡按实际铺设面积计算952.96S=屋面净面积+女儿墙泛水面积S==838.15+7.96*3.26*2+0.25*250.46=952.96㎡78挤塑聚苯板保温层m3