宿舍樓工程量計算實例含圖紙

湖南科技大學(xué)本科生畢業(yè)設(shè)計（論文）72-湖南科技大學(xué)本科生畢業(yè)設(shè)計（論文）7272-3.2工程量計算（見表3.2）表3.2工程量計算表序號分部分項工程名稱稱部位與編號單位計算式計算結(jié)果一土方及基礎(chǔ)工程程1平整場地㎡按建筑物外墻外邊邊線每邊各加加2m以平方米米計算1382.79[39.3+（11.4+0..12）*2+4]]*（25.6++0.24++4）=13822.79㎡2挖地坑m3按地坑面積乘地坑坑高度計算397.07CT-32.5*2.5**1.15**8個=57.500m3CT-4（2.2+0.3**2）*（2.2+00.3*2）*1.155*4個=36.006m3CT-5（2.7+0.3**2）*（2.7+00.3*2）*1.155*8個=100..19m33CT-6（3.4+0.3**2）*（2.2+00.3*2）*1.155*4個=51.552m3CT-7（2.7+0.3**2）*（4.4+00.3*2）*1.155*2個=37.995m3CT-8（2.7+0.3**2）*（4.4+00.3*2）*1.155*6個=113..85m333挖地槽m3按地槽長度乘地槽槽截面面積計計算235.71DL-1S=（0.45++0.3*22）*0.855=0.899㎡L=[（4.422+3.955+0.5118）*2+0..316]**4-1.555*2+66.35*66=107..37mV=SL=0.889*1077.37=995.56m3DL-2S=（0.45++0.3*22）*1.000=1.055㎡L=（12.444+11.224+15..34+177.076）*2=1122.20mmV=SL=1.005*1122.20=1117.811m3DL-3S=（0.45++0.3*22）*0.7==0.7355㎡L=（2.6*22+5*2）*2=30..40mV=SL=0.7735*300.04=222.34m34地槽（坑）原土打打底夯㎡按挖土底面積計算算607.75槽：S=（0.445+0.33*2）*（107.337+1122.20+330.40）=252..47㎡坑：S=2.5**2.5*88+2.8**2.8*44+3.3**3.3*88+4*2..8*4+33.3*5**8=3455.28㎡續(xù)表序號分部分項工程名稱稱部位與編號單位計算式計算結(jié)果5C10砼墊層m3按底（截面)面積積乘高度(長度)以立方米計計算36.93基槽：S=0.445*0.11=0.0445㎡L==（23.699*4+7..7*4+88.3*2）+（14.844*2+133.64*22+17.774*2+19..48*2）+19.44*2=3112.36mV==SL=0..045*3312.366=14.006m3基坑：S=[(11.76+22.224))*0.1776/2+((0.56++2.2244）*1.3223/2]**8個+2.2**2.2*44個+2.7**2.7*88個+3.4**2.2*44個+2.7**4.4*66個+2.7**4.4*22個=228..73㎡V==SH=2228.73**0.1=222.87m36現(xiàn)在C35砼承臺臺m3按面積乘高度以立立方米計算181.39CT-3V=[(1.666+2.1224)*0..616/22+(0.446+2.7724)*11.223//2*0.775*8個=16.477m3CT-4V=2*2*0..75*4個個=12.000m3CT-5V=2.5*2..5*0.885*8個=42.500m3CT-6V=3.2*2**0.95**4個=24.322m3CT-7V=4.2*2..5*0.995*2個=19.955m3CT-8V=4.2*2..5*1.005*6個=66.155m37現(xiàn)澆C35砼地梁梁m3按截面面積乘長度度以立方米計計算DL-1S=0.25*00.55=00.138㎡46.69L=23.69**2+21..84*2++7.7*44+8.3**2=1388.46mm超出部分體積:[[(1.188-0.488）*4+（2.1244-0.5）*8]*00.25*00.1=0..4m3V=0.138**138.446+0.440=19..51m33DL-2S=0.25*00.7=0..175㎡㎡L=14.84**2+13..64*2++17.711*2+199.48*22=131..40m超出部分體積:[[(1.188-0.488）*4+（1.2233-0.388）*8+（0.6166-0.122）*4]*00.25*00.1=0..29m33V=0.175**131.44+0.299=23.229m3DL-3S=0.25*00.4=0..1㎡L=119.43**2=38..86mV=0.1*388.86=33.89mm38標(biāo)高-0.3以下下磚墻m3按截面面積乘長度度以立方米計計算7.36（M10;MU100）S1=0.24**0.2=00.048㎡L1=32.155*2+177.93*22+3.255*4+0..55*4++2.75**2+7.445*4=1150.666mV1=0.0488*150..66=7..23m33S2=0.24**0.1=00.024㎡LL2=(2--0.6)**4=5.660mV2=0.0244*5.600=0.133m39現(xiàn)澆C35砼柱m3按面積乘高度以立立方米計算2.03（標(biāo)高-0.3以以下）KZ1V=0.6*0..6*0.33*4根=0.43m3KZ2V=0.65*00.65*00.1*2根根=0.08m3KZ3V=0.6*0..6*0.11*4根+0.6**0.6*00.2*8根根=0.72m3KZ4V=0.5*0..5*0.33*4根=0.30m3KZ5V=0.5*0..5*0.33*4根=0.30m3GZ1V=0.24*00.24*00.2*166根=0.20m310基礎(chǔ)回填土m3按挖土體積減去標(biāo)標(biāo)高設(shè)計室外外地坪以下的的埋設(shè)體積計計算366.46V挖=640.84mm3V基=39.63+1181.399+46.669+7.336+2.003=2744.38mm3V填=640.84--274.338=3666.46mm311墻基防潮層㎡按墻基礎(chǔ)頂面寬度度乘長度以平平方米計算37.50L=150.666+5.6==156.226mBB=0.244mS=LB=1566.26*00.24=337.50㎡㎡12室內(nèi)回填土m3按主墻間凈面積乘乘以厚度以立立方米計算121.20填土高度：H=00.3-0..18=0..12m凈面積：：S=10110㎡V=SH=10110*0.112=1211.20mm313室內(nèi)原土打底夯㎡按主墻間凈面積以以平方米計算算1010.00室內(nèi)凈面積：S==1010㎡14余土外運m3按挖土體積減去回回填土體積以以立方米計算算153.18挖土體積：V=6640.844m3回填土體積：V==366.446+1211.10=4487.666m3余土體積：V=6640.844-487..66=1553.18m3二砼及鋼筋砼工程程15現(xiàn)澆C35砼梁m3按斷面面積乘以長長度以立方米米計算195.78地梁V=46.69m346.69二層框架梁S1=0.35*0..87截面L1=34.992*2+223.34**2=1166.56mm149.09V1=S1L1=0..35*0..87*1116.56==35.499m3S2=0.35*0..85截面L2=23.224*2=446.68mV2=S1L2=0..35*0..85*466.68=114.21m3S3=0.35*0..7截面L3=37.334*2=774.68mV3=S3L3=0..35*0..7*74..68=188.30mm3S4=0.25*0..87截面L4=19.443*2+00.55*44+1.166*6=488.02mmV4=S4L4=0..25*0..87*488.02=110.44m3S5=0.25*0..7截面L5=22.995+24..55*2==72.055mV5=S5L5=0..25*0..7*72..05=122.61mm3S6=0.25*0..85截面L6=23.444*2+223.84**2=94..56mV6=S6L6=0..25*0..85*944.56=220.10m3S7=0.25*0..65截面L7=7.055*10=770.50mV7=S7L7=0..25*0..65*700.50=111.46m3S8=0.25*0..50截面L8=23.119*2+11.56*220+29..55*2==136.668mV8=S8L8=0..25*0..50*1336.68==17.099m3S9=0.24*0..4截面L9=22.665*2=445.30mV9=S9L9=0..25*0..4*45..30=4..53m33S10=0.25**0.3截面L10=1.1455*2+3..425*22+6.4225*2+11.1*4++97.4**4=64..83mV10=S10L110=0.225*0.33*64.883=4.886m316現(xiàn)澆C35砼樓板m3按梁間凈面積乘以以板厚以立方方米計算97.97板厚：0.11m凈面積：S=外圍圍面積-梁平面面積-柱平面面積-樓梯間面積積1168.36--0.25**531.994-0.335*2377.92-111.14--7.74**3.25**2=8900.60㎡體積：V=SH==890.660*0.111=97..97m3317現(xiàn)澆C35砼框架柱m3按底面積乘以高度度以立方米計計算43.11一層框架柱高度H取標(biāo)高-0.3到到二層樓面高高度H=3..87m柱面積：KZ1::S=0.66*0.6**4根=1.444㎡KZ2:SS=0.655*0.655*8根=3.388㎡KZ3:SS=0.6**0.6*112根=4.322㎡KZ4:SS=0.5**0.5*44根=1.000㎡KZ5:SS=0.5**0.5*44根=1.000㎡S=1.44+33.38+44.32+11+1=111.14㎡V=SH=11..14*3..87=433.11mm318現(xiàn)澆C35砼構(gòu)造柱m3按底面積乘以高度度以立方米計計算2.67GZ1柱面積：S=0..24*0..24=0..0576㎡高度：H1=3..2mH2=22m體積:V=SH=0..0576**3.2*112根+0.05576*2**4根=2.677m319現(xiàn)澆C35砼樓梯㎡按水平投影面積以以平方米計算算51.90一層S=（8.2-0.244）*（3.5-00.24）*2個=51.990㎡梯梁支柱m3TZ：S=0.24*00.24H==1.92m0.44V=SHH=0.244*0.244*1.922*4根=0.44m3墻內(nèi)梯梁m3TL3:S=0..24*0..35L=13.8m0.48V=SLL=0.244*0.355*1.388*4根=0.48m320現(xiàn)澆C30砼框架梁m3按斷面面積乘以長長度以立方米米計算631.57三層框架梁S1=0.35**0.67截面L1=344.94*22+37.334*2=1144.566m131.69V1=S1L100.35*00.67*1144.566=33.990m3S2=0.35**0.85截面L2=233.34*44=93.336mV2=S2L2==0.35**0.85**93.366=27.885m3S3=0.35**0.5截面L3=11.55*44=6.222mV3=S3L3==0.35**0.5*66.22=11.09mm3S4=0.25**0.85截面L4=7..42*4++7.44**4=59..44mV4=0.25**0.85**59.444=12.663m3S5=0.25**0.67截面L5=70.500+19.443*2+110.45**4+0.886*10++1.26**12+7..74*4==205.884mV5=S5L5==0.25**0.67**205.884=34..48m33S6=0.25**0.5截面L66=26.33*2+299.55*22+1.566*12+44.65=1135.077mV6=S6L6==0.25**0.5*1135.077=16.888m3S7=0.25**0.3截面L7=664.83mV7=0.25**0.3*664.83==4.86m3四五六層梁將二層LL38截截面由S=0.225*0.667轉(zhuǎn)換成S=0.225*0.55其他完全同同二層387.81L=10.45**4+1.226*12==56.922m變量：△V=（00.25*00.67-00.25*00.5）*56.992=2.442m3V=131.699-2.422=129..27m33三層體積：V=1129.277*3層=387..81m33屋頂框架梁S1=0.38**0.85截面L1=233.84*44=95.336m104.38V1=S1L1==0.35**0.85**95.366=28.337m3S2=0.35**0.67截面L2=377.54*22=75.008mV2=S2L2==0.35**0.67**75.088=17.661m3S3=0.35**0.5截面L3=11.56*44=6.244mV3=S3L3==0.35**0.5*66.24=11.09mm3S4=0.25**0.85截面L4=7..44*8==59.522mV4=S4L4==0.25**0.85**59.522=12.665m3S5=0.25**0.7截面L5=77.74mmV5=S5L5==0.25**0.7*77.74=11.35mm3S6=0.25**0.67截面LL6=23..22+7..6*4+88.173**4+19..43*2==113.117mV6=S6L6==0.25**0.67**1113..17=188.96mm3S7=0.25**0.5截面L7=23.544*2+299.55*22+24.225*2+11.56*116+1.226*12==194.776mV7=S7L7==0.25**0.5*1194.766=24.335m3出屋頂梁S1=0.25**0.85截面LL1=7.444*4=229.76m7.69V1=S1L1==0.25**0.85**29.766=6.322m3S2=0.25**0.5截面L2=2..74*4==10.966mV2=S2L2==0.25**0.5*110.96==1.37m321現(xiàn)澆C30砼樓板m3按梁間凈面積乘以以板厚以立方方米計算420.83三-六層樓板板厚：H=0.111m331.52凈面積：S=二層層樓板面積-減少板塊面面積減少板塊面積=99.12*44塊+9.266*10塊+4.099*2塊=137..26㎡二層樓板面積=8890.600㎡S=890.600-137..26=7553.34㎡V=SH=7533.34*00.11=882.88m3四層體積：V=882.88**4層=331..52m33屋面樓板板厚：H=0.111m83.78凈面積：S=三層層樓板面積+增加板塊面面積增加板塊面積=33.25*11.26*22塊=8.199㎡三層樓板面積=7753.344㎡S=753.344+8.199=761..53㎡V=SH=7611.53*00.11=883.78m3出屋面樓板板厚:H=0.11m5.53凈面積：S=7..74*3..25*2==50.311㎡體積：V=SH==50.311*0.111=5.533m322現(xiàn)澆C30砼框架柱m3按底面積乘以高度度以立方米計計算154.50二三層框架柱框架柱總面積:SS=11.114㎡71.30高度：H=3.22m體積：V=SH==11.144*3.2**2層=71.330m3四-六層框架柱框架柱總面積:SS=0.5**0.5*332根=8.00㎡76.80高度：H=3.22m體積：V=SH==8*3.22*3層=76.880m3樓梯間頂層柱框架柱總面積：SS=0.5**0.5*88根=2.000㎡6.40高度：H=3.22m體積：V=SH==2*3.22=6.400m323現(xiàn)澆C30砼構(gòu)造柱m3按底面積乘以高度度以立方米計計算41.64二層GZ1S=0.24*00.24㎡7.15H1=1.33mN=4根；H22=2.355mN=114根；H3==2.53mm,N=330根H4=2.7mmN=2根；H55=1.155mN=4根V=0.24*00.24*((1.33**4根+2.355*14根+2.533*30根+2.7**2根+1.155*4根)7.15m3三-六層GZ1S=0.24*00.24㎡29.08H1=1.33mN=4根；H22=2.355mN=114根；H3==2.53mmN=18根H4=2.7mmN=114根；H55=1.155mN=4根V=0.24*00.24）*（1.33**4根+2.355*14根+2.533*18根+2.7**14根+1.155*4根）=77.27mm3四層體積：V=77.27*44層=29.008m3出屋面GZ1S=0.24*00.24㎡0.54H=2.35mmN=4根V=SHN=0..24*0..24*2..35*4根=0.54m3女兒墻GZ1S=0.24*00.24㎡3.57H1=1.32mN==44根；H2==0.32mmN=112根V=0.24*00.24*((1.32**44根+0.322*12根）=3.57m3二-六層GZ2S=0.2*0..12㎡1.30H=1.15mmN=116根V=SHN=0..12*0..12*1..15*166根=0.26m3五層體積：V=00.26*55層=1.300m324現(xiàn)澆C30砼樓梯㎡按水平投影面積以以平方米計算算259.50二-六層S=（8.2-0.244）*（3.5-00.24）*2個*5層=259..50㎡梯梁支柱m3TZ：S=0.24*00.24H==1.25m1.44V=SHH=0.244*0.244*1.255*4根*5層=1.44m3墻內(nèi)梯梁m3TL4：S=0..24*0..35H=1..68m2.82V=SSH=0.224*0.335*1.668*4根*5層=2.82m325現(xiàn)澆C30砼過梁m3按斷面面積乘以長長度以立方米米計算4.89二-六層M-1:S=00.12*00.12㎡LL=1.488mN=6根4.75V==SLN=00.12*00.12*11.48*66根=0.13m3MC-2:S==0.12**0.15㎡LL=1.988mN=6根V==SLN=00.12*00.15*11.98*66根=0.21m3M1022：S==0.24**0.12㎡L==1.48mNN=8根VV=SLN==0.24**0.12**1.48**8根=0.34m3M1022-1::S1=0.244*0.122㎡L1=1.48mNN1=2根V1=S11L1N1=0.244*0.122*1.488*2根=0.09m3S2=0.122*0.122㎡L2=1.48mNN2=1根V2=S2L2N2=0.122*0.122*1.488*1根=0.18m3五層體積：V=（0.13++0.21++0.34++0.09++0.18）*5層=4.755m3樓梯間頂層C1516:SS=0.244*0.155㎡L=1.998mN=22根0.14VV=SLN==0.24**0.15**1.98**2根=0.14m326現(xiàn)澆C30砼陽臺擋板板m3按斷面面積乘以長長度以立方米米計算53.14南北外陽臺S=0.12*11.15㎡L==27.455*2=544.90mm25.79空缺部分：S=00.12*00.6㎡L=2.44*14=333.60mV=（0.12*1.115*54..90-0..12*0..6*33..60）*5層=25.799m3南北內(nèi)陽臺S=0.12*11.15㎡L==26.088+12.882=38..90m26.84V=0.12*11.15*338.90**5層=26.844m3東西外陽臺S=0.12*00.25㎡L==3.36m0.51V=0.12*00.25*33.36*55層=0.51m327現(xiàn)澆C30素砼擋水墻墻m3按斷面面積乘以長長度以立方米米計算6.65截面S1=0.24*0..1㎡L1=25.44+10.554*2=446.49m5.60V1=SS1L1=0..24*0..1*46..49*5層=5.60m3截面S2=0.12*0..1㎡L2=8.7773*2=117.55m1.05V2=SS2L2=0..12*0..1*17..55*5層=1.05m328現(xiàn)澆C30砼女兒墻擋擋板m3按斷面面積乘以長長度以立方米米計算10.52S=0.12*00.25+00.12*00.1㎡L==203.666+46..80=2550.46mV=(0.12**0.25++0.12**0.1）*250..46=100.52mm329現(xiàn)澆C3砼雨棚㎡按外伸部分水平投投影面積計算算8.98S=3.74*11.2*2塊=8.988㎡30現(xiàn)澆C20砼女兒墻壓壓頂m3按斷面面積乘以長長度以立方米米計算6.99屋頂層截面S=0.36*00.08㎡L=1142.266+61.440=2033.66mm5.87V=SLL=0.366*0.088*203..66=5..87m33出屋頂層截面S=0.3*0..08㎡L==46.800m1.12V=SLL=0.3**0.08**46.800=1.122m331現(xiàn)澆C25砼承水臺m3按斷面面積乘以高高度以立方米米計算0.04S=0.3*0..3㎡LL=0.1mN==4個V=SLN=0..3*0.33*0.1**4個=0.04m332現(xiàn)澆C15砼臺階㎡按水平投影面積以以平方米計算算46.44截面S1=4.4*11.8*4塊=32.668㎡截面S2=4.1*11.8*2塊=14.776㎡合計:S=31.688+14.776=46..44m33三.鋼筋工程（另附))四.模版工程（按砼及及鋼筋砼體積積用含模量計計算）33現(xiàn)澆砼承臺模板㎡S=181.399m3*1.99㎡/m3=360..97㎡34現(xiàn)澆砼基礎(chǔ)梁模板板㎡S=46.69mm3*6.4㎡/m3=298..69㎡35現(xiàn)澆砼框架柱模板板㎡S=199.644m3*6.8㎡/m3=13577.55㎡36現(xiàn)澆砼樓板模板㎡S=518.800m3*8.04㎡/m3=41711.15㎡37現(xiàn)澆砼框架梁模板板㎡高度H≤0.3mSS=24.330m3*13㎡/m3=315..90㎡高度H≤0.6mSS=141..82m3*10.660㎡/m3=15033.29㎡高度H＞0.6mSS=614..95m3*8.10㎡/m3=49811.10㎡38現(xiàn)澆砼構(gòu)造柱模板板㎡S=46.39mm3*6.67㎡/m3=309..42㎡39現(xiàn)澆砼擋板模板㎡S=63.66mm3*19.009㎡/m3=12155.27㎡40現(xiàn)澆砼過梁模板㎡S=4.89m33*11.224㎡/m3=54.996㎡41現(xiàn)澆砼擋水墻模板板㎡S=6.65m33*7.44㎡/m3=49.448㎡41現(xiàn)澆砼女兒墻壓頂頂模板㎡S=6.99m33*11.110㎡/m3=77.559㎡43現(xiàn)澆砼乘水臺模板板㎡S=0.04m33*25.225㎡/m3=1.011㎡44現(xiàn)澆砼樓梯模板㎡（水平投影面積）S=3111.40㎡45現(xiàn)澆砼臺階模板㎡（水平投影面積）S=46..44㎡46現(xiàn)澆砼雨棚模板㎡（水平投影面積）S=8.998㎡五.腳手架工程47外墻雙排砌筑腳架架㎡按外墻邊線長度乘乘以外墻高度度以平方米計計算3836.84外墻邊線長度:LL=39.554*2+225.84**2=1300.76mm外墻高度：H=221.30m天井外墻邊線長度度：L=24..26*2++5.96**2=60..44m天井外墻高度：HH=17.44mS=130.766*21.330+60..44*177.40=33836.884㎡48內(nèi)墻里砌筑腳手架架㎡按內(nèi)墻凈長乘以內(nèi)內(nèi)墻凈高以平平方米計算4205.45一層內(nèi)墻凈長L=355.24mm內(nèi)墻凈高H=2.772m95.85面積S=LH=35..24*2..72=955.85㎡二層內(nèi)墻凈度H1=22.35mm內(nèi)墻凈長L1=108..29m806.66面積S1=L1H1=1008.29**2.35==254.448㎡內(nèi)墻凈度H2=22.53mm內(nèi)墻凈長L2=135..75m面積S2=L2H2=1008.29**2.35==343.445㎡內(nèi)墻凈度H3=22.70mm內(nèi)墻凈長L3=45.660m面積S3=L3H3=455.60*22.70=1123.122㎡內(nèi)墻凈度H4=22.90m內(nèi)墻凈長L4=29.552m面積S4=L4H4=299.52*22.90=885.61㎡總面積S=2544.48+3343.455+123..12+855.61=8806.666三-六層內(nèi)墻凈度H1=22.35m內(nèi)墻凈長L1=108..29m3233.00面積S1=L1H1=1008.29**2.35==254.448㎡內(nèi)墻凈度H2=22.53m內(nèi)墻凈長L2=126..39m面積S2=L2H2=1226.39**2.53==319.777㎡內(nèi)墻凈度H3=22.7m內(nèi)墻凈長L3=54.996m面積S3=L3H3=544.96*22.7=1448.39㎡內(nèi)墻凈度H4=22.9m內(nèi)墻凈長L4=29.552m面積S4=L4H4=299.52*22.90=885.61㎡總面積S=（2554.48++319.777+1488.39+885.61）*4層=32333.00㎡樓梯頂層高度H=2.35mm凈長L=7.444*4=229.76m69.94面積S=LH=29..76*2..35=699.94㎡49現(xiàn)澆砼框架柱腳架架㎡按柱周長+3.66m乘以柱高以以平方米計算算3362.53雙排KZ2S=[（2.6++3.6）*7.077+（2.4+33.6）*3.2+（2+3.6）*9.6]]*8=9334.35㎡KZ3S=[（2.4++3.6)**7.17++(2+3..6)*122.8]*112+(2..4+3.66)*0.11*8=13381.200㎡KZ4KZ5S=(2+3.66)*23..37*8==1046..98㎡50現(xiàn)澆砼框架梁腳架架㎡按樓地面到梁頂高高度乘以凈長長以平方米計計算13723.988雙排一層梁凈長L=7699.86mm高度H=3.557m2748.40S=LH=7699.86*33.57=22748.440㎡二-五層梁凈長L=7099.32mm高度H=3.22m9079.30S=LH=7099.32*33.2*4層=90799.30㎡六層梁凈長L=5511.87mm高度H=3.22m1765.98S=LH=5511.87*33.2=17765.988㎡出屋頂梁凈長L=40..72m高度H=3.22m130.30S=LH=40..72*3..2=1300.30㎡六門窗工程51金屬框雙層玻璃門門㎡按洞口尺寸以平方方米計算34.56(鋁合金組合門)S=3.2*2..7*4=334.56㎡52金屬框單層玻璃門門㎡按洞口尺寸以平方方米計算303.72(鋁合金門)S=1.8*2..7*2+11*2.2**15+0..7*2*330+1*22.5*600+1.6**1.5*660=3033.72㎡53木框單體實體門㎡按洞口尺寸以平方方米計算259.90(三夾木門）S=0.9*2..5*60++1.8*22.5*8++1*2.22*40=2259.900㎡54金屬框雙層玻璃門門㎡按洞口尺寸以平方方米計算94.50（鋁合金門）S=0.9*2..5*30++0.6*11.5*300=94.550㎡55已級防火門㎡按洞口尺寸以平方方米計算27.00S=1.8*2..5*6=227.00㎡56PVC框+LOWW-E㎡按洞口尺寸以平方方米計算中空玻璃窗帶亮子：S=3..6*1.88*4+2**1.8*44+2.4**1.8*88+3*1..6*12++1.8*11.6*388445.44+1..5*1.66*20+55.4*1..2*24==445.444㎡無亮子：S=0..6*1.33*120==93.600㎡93.6057PVC框單層玻璃璃㎡按洞口尺寸以平方方米計算（磨砂玻璃）帶亮子：S=1..5*1.66*10=224.00㎡24.00無亮子：S=0..6*0.66*20=77.20㎡7.2058窗簾盒m按洞口尺寸加0..3m以延長米計計算623.60L=3.9*4++2.3*44+2.7**8+3.33*12+22.1*388+1.8**20+0..9*1200+0.9**20+5.7*224+1.88*10+11.9*600+0.9**30=6223.60m59木門貼臉m按洞口尺寸外圍長長度以延長米米計算732.80L=（0.9+2.5）*2*600+（1.8+22.5）*2*8+（1+2.2）*2*400=732..80m七砌筑工程60MU10混合砌筑筑磚墻m3按實砌體積以立方方米計算11.25(-0.300-±±0.0000)墻長:L=156.226m((框架柱間凈凈長）墻高:H=0.3mm外墻厚：B=0.224m體積：V=1566.26*00.3*0..24=111.25mm361M5混合砂漿砌筑墻m3按實砌體積以立方方米計算（±0.000以上上）一層外墻長度：L=1123.222m(框架柱間凈凈長）64.26外墻高度：H=22.7m外墻厚：B=0.224m扣除:門窗洞口面積S==145.008㎡構(gòu)造體積：V=22.67mm3外墻體積V=（1123.222*2.7--145.008）*0.244-2.677=42.118m3內(nèi)墻長度：L=335.24m(框架柱間凈凈長）內(nèi)墻高度:H==2.72m3內(nèi)墻厚度：B=0.224m扣除：構(gòu)造體積VV=0.444+0.488=0.922m3內(nèi)墻體積：V=335.24**2.72**0.24--0.92==22.088m3二層(一磚墻）一磚墻墻高高H1=2..53m凈長L1=2772.92mm241.34扣除：門窗洞口面面積S1=2113.36㎡構(gòu)造體積V1=22.5+4..77+0..87=8..14m33砌筑體積V1=（2.53**272.992-2133.36）*0.244-8.144=151..97m33一磚墻墻高高H2=2..35m凈長L2=1334.32m扣除：門窗洞口面面積S2=211.60㎡構(gòu)造體積V2=00.84+11.62=22.46mm3砌筑體積V2=（2.35**134.332-21..6）*0.244-2.466=68.111m3一磚墻墻高高H3=2..7m凈長L3=433.20mm扣除：門窗洞口面面積S3=222㎡構(gòu)造體積V3=11.78+11.39+00.31=33.48mm3砌筑體積V3=（2.7*443.20--22）*0.244-3.488=19.554m3一磚墻墻高高H4=1..15m凈長L4=6..24m砌筑體積V4=11.15*66.24*00.24=11.72mm3（半磚墻）半磚墻墻墻高H5=2..9m凈長L5=299.16mm7.46扣除：門窗洞口面面積S5=277.30㎡構(gòu)造體積V5=229.16**0.12**0.1+00.31=00.66mm3砌筑體積V5=（2.9*229.16--27.3）*0.122-0.666=6.211m3半磚墻墻墻高H6=2..7m凈長L6=4..76m扣除：門窗洞口面面積S6=2..2㎡構(gòu)造體積V6=11.48*00.12*00.15=00.03mm3砌筑體積V6=((2.7*44.76-22.2)*00.12-00.03=11.25mm3三-六層(一磚）一磚墻墻高高H1=2..53m凈長L1=2115.90m752.72扣除：門窗洞口面面積S1=1555.76㎡構(gòu)造體積V1=11.46+22.06+00.87=44.39mm3砌筑體積V1=（2.53**215.99-155..76）*0.244-4.399=89.332m3一磚墻墻高高H2=2..35m凈長L2=1334.32m扣除：門窗洞口面面積S2=188.90㎡構(gòu)造體積V2=00.84+00.87=11.71mm3砌筑體積V2=（2.35**134.332-18..9）*0.244-1.711=69.551m3一磚墻墻高高H3=2..7m凈長L3=566.16m扣除：門窗洞口面面積S3=222㎡構(gòu)造體積V3=11.78+11.39+00.31=33.48mm3砌筑體積V3=（2.7*443.20--22）*0.244-3.488=27.663m3一磚墻墻高高H4=1..15m凈長L4=6..24m砌筑體積V4=11.15*66.24*00.24=11.72mm3合計：V=(899.32+669.51++27.633+1.722)*四層=752..72m33（半磚墻）半磚墻墻墻高H5=2..9m凈長L5=299.16mm29.84扣除：門窗洞口面面積S5=277.30㎡構(gòu)造體積V5=229.16**0.12**0.1+00.31=00.66mm3砌筑體積V5=（2.9*229.16--27.3）*0.122-0.666=6.211m3半磚墻墻墻高H6=2..7m凈長L6=4..76m扣除：門窗洞口面面積S6=2..2㎡構(gòu)造體積V6=11.48*00.12*00.15=00.03mm3砌筑體積V6=((2.7*44.76-22.2)*00.12-00.03=11.25mm3合計：V=(6..21+1..25)*四層=29.884m3出屋面一磚墻墻高高H1=2..35m凈長L1=299.76mm20.18(一磚墻)構(gòu)造體積V1=00.58mm3砌筑體積V1=22.35*229.76**0.24--0.58==16.200m3一磚墻墻高高H2=2..7m凈長L2=100.96m扣除：門窗洞口面面積S2=2..7+9=111.7㎡構(gòu)造體積V2=00.31mm3砌筑體積V2=((2.7*110.96--11.7))*0.244-0.311=3.988m3女兒墻一磚墻墻高高H1=1..32m凈長L1=2003.66m54.91（一磚墻）扣除：擋水板體積積=（0.12**0.25++0.12**0.1）*203..66=8..55m33木磚磚體積=0.066*0.066*0.122*（203.666/1.22+1）=0.07m3構(gòu)構(gòu)造柱體積=3.35m3合計V=8.555+0.007+3.335=11..97m33砌筑體積V1=（1.32**0.24++0.06**0.06）*203..66-111.97=553.28m3一磚墻墻高高H2=1..32m凈長L2=422.9m扣除：擋水板體積積=（0.12**0.25++0.12**0.1）*42.996=1.880m3木磚磚體積=0.066*0.066*0.122*（42.966/1.2++1）=0.02m3砌筑體積V2=（0.32**0.24++0.06**0.06）*42.996-1.882=1.663m3八樓地面工程62地面碎石墊層m3按室內(nèi)主墻間凈面面積乘以厚度度以立方米計計算101.00凈面積S=10110㎡設(shè)計厚度H=0.11m體積V=SH=10110*0.11=101..00m3363地面C15砼墊層m3按室內(nèi)主墻間凈面面積乘以厚度度以立方米計計算60.60凈面積S=10110㎡設(shè)計厚度H=0.006m體積V=SH=10110*0.006=60..60m3364地面1：2水泥砂面㎡按室內(nèi)主墻間凈面面積以平方米米計算1010.00凈面積：S=10010㎡65樓面1：2水泥砂面㎡按室內(nèi)主墻間凈面面積以平方米米計算3923.24二層凈面積：S=8990.60++(22.77*2*3++8.96**4+8.66*2）*0.255=937..91㎡937.91三-六層凈面積：758..16㎡*4層=30322.64㎡3032.6466屋面1:3水泥砂漿找找平㎡按實際面積以平方方米計算838.45面積S=25.36**39.066+（0.8+11.4）/2*188.16*22+1.8**（29.3--0.24）*2--3.74**8.44**2-9.444*24..74=8338.45㎡67屋面C20砼面層m3按實際面積乘以厚厚度以立方米米計算33.54面積S=838.455㎡厚度H=0.004m體積：V=SH==838.445*0.004=33..54m3368衛(wèi)生間C20細石石砼m3按實際面積乘以厚厚度以立方米米計算13.45面積：S=4.776*7.996*2+113.86==89.644㎡厚度：H=0.003m五層體積V=899.64*00.03*55層=13.445m370水泥砂漿樓梯面㎡按樓梯水平投影面面積以平方米米計算311.40凈面積：S=3..26*7..96*122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=（399.3-0..24）*2+3..6*4+00.8*4++18.199*2+8..2*4+33.75*22210.76++3.26**2+7.996*4=2210.766m二-六層長度：L=[1..26*2++1.38**2+3.112*2+33.28*22+1.466+1.7003+1.226*24059.80+3.122*2+4..18*2++1.8333*2+1..26*2++3.32**2+4.118*2+110.76+10.333+0.556+8.22+3.366*2+4..76*2++5.24**2+29..2+25..84++（7.96**2+1.226*2+33.26*44）]*2+229.06**2+24..74*2==811.996m五層總長L=8111.96**5層=40599.80m樓梯間一層：3.3*11.18*22+2*2++3.26**2+2.666*2=228.54m288.56二-六層：L=[3**1.18**2+2.33*2+3..26*2++2.66**2]*五層=115..74m合計：(28.554+1155.74)**2=2888.56mm72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+1.5536+1..56+1..26+1..46+1..703*22+1.766*2++7.96**2+4.776*3）*2=97..16m五層合計：L=997.16**5層=485..80m73臺階水泥砂漿面㎡按臺階的的水平投投影面積以平平方米計算46.44水平投影面積：SS=46.444㎡（計算見前前）74C15砼散水㎡按散水中線長度乘乘以寬度以平平方米計算65.84散水寬度：B=00.6m中心線長度：L==（7.22**2+6.33*2）*2+（3.1*22+0.8**2+20..03）*2=109..74m水平投影面積：SS=BL=00.6*1009.74==65.844㎡75不銹鋼樓梯扶手欄欄桿m按延長米計算斜段長度：L=((3.63**1.1188*2+3**1.1188*10)**2個=84.884m水平段長度：L==（1.6+00.06+00.05）*2個=3.422m彎頭長度：L=((0.05**2+0.006)*222個=3.522m合計：L=81..84+3..42+3..52=888.78m76陽臺型鋼欄桿㎏按圖示尺寸以㎏計計算南北外陽臺圓鋼30：重量：G=2..4*3根*14個*5層*5.555=27977.20㎏2797.20東西外陽臺圓鋼30：重量：G=3..36*7根*2個*5層*5.555=13055.36㎏1305.36方鋼40：重要：G=1..2*3根*2個*5層*0.044*0.044*78500=452..16452.16九屋面防水工程77高聚瀝青卷材防水水㎡按實際鋪設(shè)面積計計算952.96S=屋面凈面積+女兒兒墻泛水面積積S==838.115+7.996*3.226*2+00.25*2250.466=952..96㎡78擠塑聚苯板保溫層層m3按材料實鋪厚度乘乘以面積以立立方米計算35.61厚度：H=0.004m鋪設(shè)體積V=0..04*(8838.455+7.966+3.266*2)=335.61m379落水管(UPVCC管)110m按排水面至室外地地坪以延長米米計算474.24每根長度L=199.46+00.3=199.76m根數(shù)N=24根總長度L=19..76*244=474..24m80UPVC水斗110只按設(shè)計個數(shù)計算142.00N=24只+222只+24只*4層=142只81PVC排水管110m按延長米算0.68L=（0.12+0.005）*4根=0.68mm十裝飾工程82內(nèi)墻抹灰（含梁）㎡按內(nèi)墻凈面積以平平方米計算11318.911一層內(nèi)墻抹灰長度：LL=210..760mm(踢腳線)高度：H=3.4460m扣除：門窗口口面面積：S=1355.36㎡內(nèi)墻抹灰面積=2210.766*3.466-135..36=5993.87mm二-六層內(nèi)墻抹灰長度：LL=811..964m((踢腳線)高度：H=3.009m扣除：門窗洞口面面積：S=5444.16㎡內(nèi)墻抹灰面積=8811.9664*3.009-5444.16=11964.881㎡五層合計：19664.81**5層=98244.05㎡樓梯間頂層內(nèi)墻抹灰長度：LL=8.444*4+3..74*4==48.722m高度：H=3.009m扣除：門窗洞口面面積：S=1.88*2.7**2=9.7