東華理工大學長江學院本科生畢業設計論文題目：格爾木市陽光辦公樓施工組織設計姓名：學號：班級：年級：專業：工程管理學院：建工學院指導教師：完成時間：2017年5月26日

摘要本施工組織設計針對的是陽光辦公樓。占地面積為691m2，建筑面積為4147m2。采用框架結構，主體為六層，上人屋面頂棚一層。本地區抗震設防烈度為7度。樓﹑屋蓋均采用的是現澆鋼筋混凝土結構。在結構設計中，根據經驗公式先進行梁、板、柱的截面尺寸估算，再查相關規范確定恒荷載、地震作用。施工組織設計是根據本項目建設的特點，以及結合具體的自然環境條件、技術經濟條件和現場施工條件，通過研究施工項目的組織方式、施工方案、進度計劃、資源配置、施工平面設計等等方法進行施工規劃設計方案，從而達到高效率低耗能地完成建設項目的施工任務，最終以保證施工項目的質量、工期、造價目標的實現。關鍵詞：質量；進度；

組織管理；施工組織設計

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

目錄TOC\o"1-2"\h\z\u1工程概況 頁附錄三工程量計算序號分部分項工程名稱部位與編號單位計算式計算結果一土方及基礎工程1平整場地㎡按建筑物外墻外邊線每邊各加2m以平方米計算1382.79[48+（1.4+0.12）*2+4]*（14.4+0.24+4）=1382.79㎡2挖地坑m3按地坑面積乘地坑高度計算397.07CT-32.5*2.5*1.15*8個=57.50m3CT-4（2.2+0.3*2）*（2.2+0.3*2）*1.15*4個=36.06m3CT-5（2.7+0.3*2）*（2.7+0.3*2）*1.15*8個=100.19m3CT-6（3.4+0.3*2）*（2.2+0.3*2）*1.15*4個=51.52m3CT-7（2.7+0.3*2）*（4.4+0.3*2）*1.15*2個=37.95m3CT-8（2.7+0.3*2）*（4.4+0.3*2）*1.15*6個=113.85m33挖地槽m3按地槽長度乘地槽截面面積計算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㎡按挖土底面積計算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砼墊層m3按底（截面)面積乘高度(長度)以立方米計算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個+2.2*2.2*4個+2.7*2.7*8個+3.4*2.2*4個+2.7*4.4*6個+2.7*4.4*2個=228.73㎡V=SH=228.73*0.1=22.87m36現在C35砼承臺m3按面積乘高度以立方米計算181.39CT-3V=[(1.66+2.124)*0.616/2+(0.46+2.724)*1.223/2*0.75*8個=16.47m3CT-4V=2*2*0.75*4個=12.00m3CT-5V=2.5*2.5*0.85*8個=42.50m3CT-6V=3.2*2*0.95*4個=24.32m3CT-7V=4.2*2.5*0.95*2個=19.95m3CT-8V=4.2*2.5*1.05*6個=66.15m37現澆C35砼地梁m3按截面面積乘長度以立方米計算DL-1S=0.25*0.55=0.138㎡46.69L=23.69*2+21.84*2+7.7*4+8.3*2=138.46m超出部分體積:[(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超出部分體積:[(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標高-0.3以下磚墻m3按截面面積乘長度以立方米計算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現澆C35砼柱m3按面積乘高度以立方米計算2.03（標高-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基礎回填土m3按挖土體積減去標高設計室外地坪以下的埋設體積計算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墻基防潮層㎡按墻基礎頂面寬度乘長度以平方米計算37.50L=150.66+5.6=156.26mB=0.24mS=LB=156.26*0.24=37.50㎡12室內回填土m3按主墻間凈面積乘以厚度以立方米計算121.20填土高度：H=0.3-0.18=0.12m凈面積：S=1010㎡V=SH=1010*0.12=121.20m313室內原土打底夯㎡按主墻間凈面積以平方米計算1010.00室內凈面積：S=1010㎡14余土外運m3按挖土體積減去回填土體積以立方米計算153.18挖土體積：V=640.84m3回填土體積：V=366.46+121.10=487.66m3余土體積：V=640.84-487.66=153.18m3二砼及鋼筋砼工程15現澆C35砼梁m3按斷面面積乘以長度以立方米計算195.78地梁V=46.69m346.69二層框架梁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現澆C35砼樓板m3按梁間凈面積乘以板厚以立方米計算97.97板厚：0.11m凈面積：S=外圍面積-梁平面面積-柱平面面積-樓梯間面積1168.36-0.25*531.94-0.35*237.92-11.14-7.74*3.25*2=890.60㎡體積：V=SH=890.60*0.11=97.97m317現澆C35砼框架柱m3按底面積乘以高度以立方米計算43.11一層框架柱高度H取標高-0.3到二層樓面高度H=3.87m柱面積：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現澆C35砼構造柱m3按底面積乘以高度以立方米計算2.67GZ1柱面積：S=0.24*0.24=0.0576㎡高度：H1=3.2mH2=2m體積:V=SH=0.0576*3.2*12根+0.0576*2*4根=2.67m319現澆C35砼樓梯㎡按水平投影面積以平方米計算51.90一層S=（8.2-0.24）*（3.5-0.24）*2個=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墻內梯梁m3TL3:S=0.24*0.35L=13.8m0.48V=SL=0.24*0.35*1.38*4根=0.48m320現澆C30砼框架梁m3按斷面面積乘以長度以立方米計算631.57三層框架梁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=4.86m3四五六層梁將二層LL38截面由S=0.25*0.67轉換成S=0.25*0.5其他完全同二層387.81L=10.45*4+1.26*12=56.92m變量：△V=（0.25*0.67-0.25*0.5）*56.92=2.42m3V=131.69-2.42=129.27m3三層體積：V=129.27*3層=387.81屋頂框架梁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出屋頂梁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現澆C30砼樓板m3按梁間凈面積乘以板厚以立方米計算420.83三-六層樓板板厚：H=0.11m331.52凈面積：S=二層樓板面積-減少板塊面積減少板塊面積=9.12*4塊+9.26*10塊+4.09*2塊=137.26㎡二層樓板面積=890.60㎡S=890.60-137.26=753.34㎡V=SH=753.34*0.11=82.88m3四層體積：V=82.88*4層=331.52m3屋面樓板板厚：H=0.11m83.78凈面積：S=三層樓板面積+增加板塊面積增加板塊面積=3.25*1.26*2塊=8.19㎡三層樓板面積=753.34㎡S=753.34+8.19=761.53㎡V=SH=761.53*0.11=83.78m3出屋面樓板板厚:H=0.11m5.53凈面積：S=7.74*3.25*2=50.31㎡體積：V=SH=50.31*0.11=5.53m322現澆C30砼框架柱m3按底面積乘以高度以立方米計算154.50二三層框架柱框架柱總面積:S=11.14㎡71.30高度：H=3.2m體積：V=SH=11.14*3.2*2層=71.30m3四-六層框架柱框架柱總面積:S=0.5*0.5*32根=8.00㎡76.80高度：H=3.2m體積：V=SH=8*3.2*3層=76.80m3樓梯間頂層柱框架柱總面積：S=0.5*0.5*8根=2.00㎡6.40高度：H=3.2m體積：V=SH=2*3.2=6.40m323現澆C30砼構造柱m3按底面積乘以高度以立方米計算41.64二層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)7.15m3三-六層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）=7.27m3四層體積：V=7.27*4層=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女兒墻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）=3.57m3二-六層GZ2S=0.2*0.12㎡1.30H=1.15mN=16根V=SHN=0.12*0.12*1.15*16根=0.26m3五層體積：V=0.26*5層=1.30m324現澆C30砼樓梯㎡按水平投影面積以平方米計算259.50二-六層S=（8.2-0.24）*（3.5-0.24）*2個*5層=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層=1.44m3V=SH=0.24*0.35*1.68*4根*5層=2.82m325現澆C30砼過梁m3按斷面面積乘以長度以立方米計算4.89二-六層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=0.18m3五層體積：V=（0.13+0.21+0.34+0.09+0.18）*5層=4.75m3樓梯間頂層C1516:S=0.24*0.15㎡L=1.98mN=2根0.14V=SLN=0.24*0.15*1.98*2根=0.14m327現澆C30素砼擋水墻m3按斷面面積乘以長度以立方米計算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層=5.60m3截面S2=0.12*0.1㎡L2=8.773*2=17.55m1.05V2=S2L2=0.12*0.1*17.55*5層=1.05m328現澆C30砼女兒墻擋板m3按斷面面積乘以長度以立方米計算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現澆C3砼雨棚㎡按外伸部分水平投影面積計算8.98S=3.74*1.2*2塊=8.98㎡30現澆C20砼女兒墻壓頂m3按斷面面積乘以長度以立方米計算6.99屋頂層截面S=0.36*0.08㎡L=142.26+61.40=203.66m5.87V=SL=0.36*0.08*203.66=5.87m3出屋頂層截面S=0.3*0.08㎡L=46.80m1.12V=SL=0.3*0.08*46.80=1.12m331現澆C25砼承水臺m3按斷面面積乘以高度以立方米計算0.04S=0.3*0.3㎡L=0.1mN=4個V=SLN=0.3*0.3*0.1*4個=0.04m332現澆C15砼臺階㎡按水平投影面積以平方米計算46.44截面S1=4.4*1.8*4塊=32.68㎡截面S2=4.1*1.8*2塊=14.76㎡合計:S=31.68+14.76=46.44m3三.模版工程（按砼及鋼筋砼體積用含模量計算）33現澆砼承臺模板㎡S=181.39m3*1.99㎡/m3=360.97㎡34現澆砼基礎梁模板㎡S=46.69m3*6.4㎡/m3=298.69㎡35現澆砼框架柱模板㎡S=199.64m3*6.8㎡/m3=1357.55㎡36現澆砼樓板模板㎡S=518.80m3*8.04㎡/m3=4171.15㎡37現澆砼框架梁模板㎡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現澆砼構造柱模板㎡S=46.39m3*6.67㎡/m3=309.42㎡39現澆砼擋板模板㎡S=63.66m3*19.09㎡/m3=1215.27㎡40現澆砼過梁模板㎡S=4.89m3*11.24㎡/m3=54.96㎡41現澆砼擋水墻模板㎡S=6.65m3*7.44㎡/m3=49.48㎡41現澆砼女兒墻壓頂模板㎡S=6.99m3*11.10㎡/m3=77.59㎡43現澆砼乘水臺模板㎡S=0.04m3*25.25㎡/m3=1.01㎡44現澆砼樓梯模板㎡（水平投影面積）S=311.40㎡45現澆砼臺階模板㎡（水平投影面積）S=46.44㎡46現澆砼雨棚模板㎡（水平投影面積）S=8.98㎡五.腳手架工程47外墻雙排砌筑腳架㎡按外墻邊線長度乘以外墻高度以平方米計算3836.84外墻邊線長度:L=39.54*2+25.84*2=130.76m外墻高度：H=21.30m天井外墻邊線長度：L=24.26*2+5.96*2=60.44m天井外墻高度：H=17.4mS=130.76*21.30+60.44*17.40=3836.84㎡48內墻里砌筑腳手架㎡按內墻凈長乘以內墻凈高以平方米計算4205.45一層內墻凈長L=35.24m內墻凈高H=2.72m95.85面積S=LH=35.24*2.72=95.85㎡二層內墻凈度H1=2.35m內墻凈長L1=108.29m806.66面積S1=L1H1=108.29*2.35=254.48㎡內墻凈度H2=2.53m內墻凈長L2=135.75m面積S2=L2H2=108.29*2.35=343.45㎡內墻凈度H3=2.70m內墻凈長L3=45.60m面積S3=L3H3=45.60*2.70=123.12㎡內墻凈度H4=2.90m內墻凈長L4=29.52m面積S4=L4H4=29.52*2.90=85.61㎡總面積S=254.48+343.45+123.12+85.61=806.66三-六層內墻凈度H1=2.35m內墻凈長L1=108.29m3233.00面積S1=L1H1=108.29*2.35=254.48㎡內墻凈度H2=2.53m內墻凈長L2=126.39m面積S2=L2H2=126.39*2.53=319.77㎡內墻凈度H3=2.7m內墻凈長L3=54.96m面積S3=L3H3=54.96*2.7=148.39㎡內墻凈度H4=2.9m內墻凈長L4=29.52m面積S4=L4H4=29.52*2.90=85.61㎡總面積S=（254.48+319.77+148.39+85.61）*4層=3233.00㎡樓梯頂層高度H=2.35m凈長L=7.44*4=29.76m69.94面積S=LH=29.76*2.35=69.94㎡49現澆砼框架柱腳架㎡按柱周長+3.6m乘以柱高以平方米計算3362.53雙排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現澆砼框架梁腳架㎡按樓地面到梁頂高度乘以凈長以平方米計算13723.98雙排一層梁凈長L=769.86m高度H=3.57m2748.40S=LH=769.86*3.57=2748.40㎡二-五層梁凈長L=709.32m高度H=3.2m9079.30S=LH=709.32*3.2*4層=9079.30㎡六層梁凈長L=551.87m高度H=3.2m1765.98S=LH=551.87*3.2=1765.98㎡出屋頂梁凈長L=40.72m高度H=3.2m130.30S=LH=40.72*3.2=130.30㎡六門窗工程51金屬框雙層玻璃門㎡按洞口尺寸以平方米計算34.56(鋁合金組合門)S=3.2*2.7*4=34.56㎡52金屬框單層玻璃門㎡按洞口尺寸以平方米計算303.72(鋁合金門)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木框單體實體門㎡按洞口尺寸以平方米計算259.90(三夾木門）S=0.9*2.5*60+1.8*2.5*8+1*2.2*40=259.90㎡54金屬框雙層玻璃門㎡按洞口尺寸以平方米計算94.50（鋁合金門）S=0.9*2.5*30+0.6*1.5*30=94.50㎡55已級防火門㎡按洞口尺寸以平方米計算27.00S=1.8*2.5*6=27.00㎡56PVC框+LOW-E㎡按洞口尺寸以平方米計算中空玻璃窗帶亮子：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㎡無亮子：S=0.6*1.3*120=93.60㎡93.6057PVC框單層玻璃㎡按洞口尺寸以平方米計算（磨砂玻璃）帶亮子：S=1.5*1.6*10=24.00㎡24.00無亮子：S=0.6*0.6*20=7.20㎡7.2058窗簾盒m按洞口尺寸加0.3m以延長米計算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木門貼臉m按洞口尺寸外圍長度以延長米計算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混合砌筑磚墻m3按實砌體積以立方米計算11.25(-0.300-±0.000)墻長:L=156.26m(框架柱間凈長）墻高:H=0.3m外墻厚：B=0.24m體積：V=156.26*0.3*0.24=11.25m361M5混合砂漿砌筑墻m3按實砌體積以立方米計算（±0.000以上）一層外墻長度：L=123.22m(框架柱間凈長）64.26外墻高度：H=2.7m外墻厚：B=0.24m扣除:門窗洞口面積S=145.08㎡構造體積：V=2.67m3外墻體積V=（123.22*2.7-145.08）*0.24-2.67=42.18m3內墻長度：L=35.24m(框架柱間凈長）內墻高度:H=2.72m3內墻厚度：B=0.24m扣除：構造體積V=0.44+0.48=0.92m3內墻體積：V=35.24*2.72*0.24-0.92=22.08m3二層(一磚墻）一磚墻墻高H1=2.53m凈長L1=272.92m241.34扣除：門窗洞口面積S1=213.36㎡構造體積V1=2.5+4.77+0.87=8.14m3砌筑體積V1=（2.53*272.92-213.36）*0.24-8.14=151.97m3一磚墻墻高H2=2.35m凈長L2=134.32m扣除：門窗洞口面積S2=21.60㎡構造體積V2=0.84+1.62=2.46m3砌筑體積V2=（2.35*134.32-21.6）*0.24-2.46=68.11m3一磚墻墻高H3=2.7m凈長L3=43.20m扣除：門窗洞口面積S3=22㎡構造體積V3=1.78+1.39+0.31=3.48m3砌筑體積V3=（2.7*43.20-22）*0.24-3.48=19.54m3一磚墻墻高H4=1.15m凈長L4=6.24m砌筑體積V4=1.15*6.24*0.24=1.72m3（半磚墻）半磚墻墻高H5=2.9m凈長L5=29.16m7.46扣除：門窗洞口面積S5=27.30㎡構造體積V5=29.16*0.12*0.1+0.31=0.66m3砌筑體積V5=（2.9*29.16-27.3）*0.12-0.66=6.21m3半磚墻墻高H6=2.7m凈長L6=4.76m扣除：門窗洞口面積S6=2.2㎡構造體積V6=1.48*0.12*0.15=0.03m3砌筑體積V6=(2.7*4.76-2.2)*0.12-0.03=1.25m3三-六層(一磚）一磚墻墻高H1=2.53m凈長L1=215.90m752.72扣除：門窗洞口面積S1=155.76㎡構造體積V1=1.46+2.06+0.87=4.39m3砌筑體積V1=（2.53*215.9-155.76）*0.24-4.39=89.32m3一磚墻墻高H2=2.35m凈長L2=134.32m扣除：門窗洞口面積S2=18.90㎡構造體積V2=0.84+0.87=1.71m3砌筑體積V2=（2.35*134.32-18.9）*0.24-1.71=69.51m3一磚墻墻高H3=2.7m凈長L3=56.16m扣除：門窗洞口面積S3=22㎡構造體積V3=1.78+1.39+0.31=3.48m3砌筑體積V3=（2.7*43.20-22）*0.24-3.48=27.63m3一磚墻墻高H4=1.15m凈長L4=6.24m砌筑體積V4=1.15*6.24*0.24=1.72m3合計：V=(89.32+69.51+27.63+1.72)*四層=752.72m3（半磚墻）半磚墻墻高H5=2.9m凈長L5=29.16m29.84扣除：門窗洞口面積S5=27.30㎡構造體積V5=29.16*0.12*0.1+0.31=0.66m3砌筑體積V5=（2.9*29.16-27.3）*0.12-0.66=6.21m3半磚墻墻高H6=2.7m凈長L6=4.76m扣除：門窗洞口面積S6=2.2㎡構造體積V6=1.48*0.12*0.15=0.03m3砌筑體積V6=(2.7*4.76-2.2)*0.12-0.03=1.25m3合計：V=(6.21+1.25)*四層=29.84m3出屋面一磚墻墻高H1=2.35m凈長L1=29.76m20.18(一磚墻)構造體積V1=0.58m3砌筑體積V1=2.35*29.76*0.24-0.58=16.20m3一磚墻墻高H2=2.7m凈長L2=10.96m扣除：門窗洞口面積S2=2.7+9=11.7㎡構造體積V2=0.31m3砌筑體積V2=(2.7*10.96-11.7)*0.24-0.31=3.98m3女兒墻一磚墻墻高H1=1.32m凈長L1=203.66m54.91（一磚墻）扣除：擋水板體積=（0.12*0.25+0.12*0.1）*203.66=8.55m3木磚體積=0.06*0.06*0.12*（203.66/1.2+1）=0.07m3構造柱體積=3.35m3合計V=8.55+0.07+3.35=11.97m3砌筑體積V1=（1.32*0.24+0.06*0.06）*203.66-11.97=53.28m3一磚墻墻高H2=1.32m凈長L2=42.9m扣除：擋水板體積=（0.12*0.25+0.12*0.1）*42.96=1.80m3木磚體積=0.06*0.06*0.12*（42.96/1.2+1）=0.02m3砌筑體積V2=（0.32*0.24+0.06*0.06）*42.96-1.82=1.63m3八樓地面工程62地面碎石墊層m3按室內主墻間凈面積乘以厚度以立方米計算101.00凈面積S=1010㎡設計厚度H=0.1m體積V=SH=1010*0.1=101.00m363地面C15砼墊層m3按室內主墻間凈面積乘以厚度以立方米計算60.60凈面積S=1010㎡設計厚度H=0.06m體積V=SH=1010*0.06=60.60m364地面1：2水泥砂面㎡按室內主墻間凈面積以平方米計算1010.00凈面積：S=1010㎡65樓面1：2水泥砂面㎡按室內主墻間凈面積以平方米計算3923.24二層凈面積：S=890.60+(22.7*2*3+8.96*4+8.6*2）*0.25=937.91㎡937.91三-六層凈面積：758.16㎡*4層=3032.64㎡3032.6466屋面1:3水泥砂漿找平㎡按實際面積以平方米計算838.45面積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砼面層m3按實際面積乘以厚度以立方米計算33.54面積S=838.45㎡厚度H=0.04m體積：V=SH=838.45*0.04=33.54m368衛生間C20細石砼m3按實際面積乘以厚度以立方米計算13.45面積：S=4.76*7.96*2+13.86=89.64㎡厚度：H=0.03m五層體積V=89.64*0.03*5層=13.45m370水泥砂漿樓梯面㎡按樓梯水平投影面積以平方米計算311.40凈面積：S=3.26*7.96*12個=311.40㎡71水泥砂漿踢腳線m按延長米計算4559.14一層長度：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二-六層長度：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五層總長L=811.96*5層=4059.80m樓梯間一層：3.3*1.18*2+2*2+3.26*2+2.66*2=28.54m288.56二-六層：L=[3*1.18*2+2.3*2+3.26*2+2.66*2]*五層=115.74m合計：(28.54+115.74)*2=288.56m72水泥砂漿臺度m按延長米計算485.80二-六層長度：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五層合計：L=97.16*5層=485.80m73臺階水泥砂漿面㎡按臺階的的水平投影面積以平方米計算46.44水平投影面積：S=46.44㎡（計算見前）74C15砼散水㎡按散水中線長度乘以寬度以平方米計算65.84散水寬度：B=0.6m中心線長度：L=（7.22*2+6.3*2）*2+（3.1*2+0.8*2+20.03）*2=109.74m水平投影面積：S=BL=0.6*109.74=65.84㎡75不銹鋼樓梯扶手欄桿m按延長米計算斜段長度：L=(3.63*1.118*2+3*1.118*10)*2個=84.84m水平段長度：L=（1.6+0.06+0.05）*2個=3.42m彎頭長度：L=(0.05*2+0.06)*22個=3.52m合計：L=81.84+3.42+3.52=88.78m76陽臺型鋼欄桿㎏按圖示尺寸以㎏計算南北外陽臺圓鋼30：重量：G=2.4*3根*14個*5層*5.55=2797.20㎏2797.20東西外陽臺圓鋼30：重量：G=3.36*7根*2個*5層*5.55=1305.36㎏1305.36方鋼40：重要：G=1.2*3根*2個*5層*0.04*0.04*7850=452.16452.16九屋面防水工程77高聚瀝青卷材防水㎡按實際鋪設面積計算952.96S=屋面凈面積+女兒墻泛水面積S==838.15+7.96*3.26*2+0.25*250.46=952.96㎡78擠塑聚苯板保溫層m3