宿舍樓工程量計(jì)算

121212-全套工程實(shí)例包含：手算計(jì)算書和CAD圖紙和清單定額套價(jià)和預(yù)算編制說(shuō)明全套手算計(jì)算書包含土建手算計(jì)算書和鋼筋手算計(jì)算書和清單定額套價(jià)還有完整的CAD圖紙需要的進(jìn)來(lái)鏈接地址為/item.htm?spm=a1z10.1-c.w40042.zadCh0&id=536102207953成品只需要3元哦?；蛘咚阉鞯赇仯汗こ淘靸r(jià)畢業(yè)設(shè)計(jì)成品3.2工程量計(jì)算（見(jiàn)表3.2）表3.2工程量計(jì)算表序號(hào)分部分項(xiàng)工程名稱部位與編號(hào)單位計(jì)算式計(jì)算結(jié)果一土方及基礎(chǔ)工程1平整場(chǎng)地㎡按建筑物外墻外邊線每邊各加2m以平方米計(jì)算1382.79[39.3+（1.4+0.12）*2+4]*（25.6+0.24+4）=1382.79㎡2挖地坑m3按地坑面積乘地坑高度計(jì)算397.07CT-32.5*2.5*1.15*8個(gè)=57.50mCT-4（2.2+0.3*2）*（2.2+0.3*2）*1.15*4個(gè)=36.06m3CT-5（2.7+0.3*2）*（2.7+0.3*2）*1.15*8個(gè)=100.19m3CT-6（3.4+0.3*2）*（2.2+0.3*2）*1.15*4個(gè)=51.52m3CT-7（2.7+0.3*2）*（4.4+0.3*2）*1.15*2個(gè)=37.95m3CT-8（2.7+0.3*2）*（4.4+0.3*2）*1.15*6個(gè)=113.85m33挖地槽m3按地槽長(zhǎng)度乘地槽截面面積計(jì)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=95.56mDL-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=117.81mDL-3S=（0.45+0.3*2）*0.7=0.735㎡L=（2.6*2+5*2）*2=30.40mV=SL=0.735*30.04=22.34m4地槽（坑）原土打底夯㎡按挖土底面積計(jì)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㎡V8=S8L8=0.25*0.50*136.68=17.09mS9=0.24*0.4截面L9=22.65*2=45.30mV9=S9L9=0.25*0.4*45.30=4.53mS10=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=4.86m16現(xiàn)澆C35砼樓板m3按梁間凈面積乘以板厚以立方米計(jì)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(xiàn)澆C35砼框架柱m3按底面積乘以高度以立方米計(jì)算43.11一層框架柱高度H取標(biāo)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=43.11m18現(xiàn)澆C35砼構(gòu)造柱m3按底面積乘以高度以立方米計(jì)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(xiàn)澆C35砼樓梯㎡按水平投影面積以平方米計(jì)算51.90一層S=（8.2-0.24）*（3.5-0.24）*2個(gè)=51.90㎡梯梁支柱m3TZ：S=0.24*0.24H=1.92m0.44V=SH=0.24*0.24*1.92*4根=0.44m墻內(nèi)梯梁m3TL3:S=0.24*0.35L=13.8m0.48V=SL=0.24*0.35*1.38*4根=0.48m20現(xiàn)澆C30砼框架梁m3按斷面面積乘以長(zhǎng)度以立方米計(jì)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=33.90mS2=0.35*0.85截面L2=23.34*4=93.36mV2=S2L2=0.35*0.85*93.36=27.85mS3=0.35*0.5截面L3=1.55*4=6.22mV3=S3L3=0.35*0.5*6.22=1.09mS4=0.25*0.85截面L4=7.42*4+7.44*4=59.44mV4=0.25*0.85*59.44=12.63mS5=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=34.48mS6=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=16.88mS7=0.25*0.3截面L7=64.83mV7=0.25*0.3*64.83=4.86m四五六層梁將二層LL38截面由S=0.25*0.67轉(zhuǎn)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=129.27m三層體積：V=129.27*3層=387.81m3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=28.37mS2=0.35*0.67截面L2=37.54*2=75.08mV2=S2L2=0.35*0.67*75.08=17.61mS3=0.35*0.5截面L3=1.56*4=6.24mV3=S3L3=0.35*0.5*6.24=1.09mS4=0.25*0.85截面L4=7.44*8=59.52mV4=S4L4=0.25*0.85*59.52=12.65mS5=0.25*0.7截面L5=7.74mV5=S5L5=0.25*0.7*7.74=1.35mS6=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=18.96S7=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=24.35m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=6.32mS2=0.25*0.5截面L2=2.74*4=10.96mV2=S2L2=0.25*0.5*10.96=1.37m21現(xiàn)澆C30砼樓板m3按梁間凈面積乘以板厚以立方米計(jì)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=8四層體積：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=83.78m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(xiàn)澆C30砼框架柱m3按底面積乘以高度以立方米計(jì)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(xiàn)澆C30砼構(gòu)造柱m3按底面積乘以高度以立方米計(jì)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)7.15m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）=7.27m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=0.54m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）=3.57m二-六層GZ2S=0.2*0.12㎡1.30H=1.15mN=16根V=SHN=0.12*0.12*1.15*16根=0.26m五層體積：V=0.26*5層=1.30m324現(xiàn)澆C30砼樓梯㎡按水平投影面積以平方米計(jì)算259.50二-六層S=（8.2-0.24）*（3.5-0.24）*2個(gè)*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=1.44m墻內(nèi)梯梁m3TL4：S=0.24*0.35H=1.68m2.82V=SH=0.24*0.35*1.68*4根*5層=2.82m25現(xiàn)澆C30砼過(guò)梁m3按斷面面積乘以長(zhǎng)度以立方米計(jì)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=0.13mMC-2:S=0.12*0.15㎡L=1.98mN=6根V=SLN=0.12*0.15*1.98*6根=0.21mM1022：S=0.24*0.12㎡L=1.48mN=8根V=SLN=0.24*0.12*1.48*8根=0.34mM1022-1:S1=0.24*0.12㎡L1=1.48mN1=2根V1=S1L1N1=0.24*0.12*1.48*2根=S2=0.12*0.12㎡L2=1.48mN2=1根V2=S2L2N2=0.12*0.12*1.48*1根=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=0.14m26現(xiàn)澆C30砼陽(yáng)臺(tái)擋板m3按斷面面積乘以長(zhǎng)度以立方米計(jì)算53.14南北外陽(yáng)臺(tái)S=0.12*1.15㎡L=27.45*2=54.90m25.79空缺部分：S=0.12*0.6㎡L=2.4*14=33.60mV=（0.12*1.15*54.90-0.12*0.6*33.60）*5層=25.79m南北內(nèi)陽(yáng)臺(tái)S=0.12*1.15㎡L=26.08+12.82=38.90m26.84V=0.12*1.15*38.90*5層=26.84m東西外陽(yáng)臺(tái)S=0.12*0.25㎡L=3.36m0.51V=0.12*0.25*3.36*5層=0.51m27現(xiàn)澆C30素砼擋水墻m3按斷面面積乘以長(zhǎng)度以立方米計(jì)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=5.60m截面S2=0.12*0.1㎡L2=8.773*2=17.55m1.05V2=S2L2=0.12*0.1*17.55*5層=1.05m28現(xiàn)澆C30砼女兒墻擋板m3按斷面面積乘以長(zhǎng)度以立方米計(jì)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=10.52m29現(xiàn)澆C3砼雨棚㎡按外伸部分水平投影面積計(jì)算8.98S=3.74*1.2*2塊=8.98㎡30現(xiàn)澆C20砼女兒墻壓頂m3按斷面面積乘以長(zhǎng)度以立方米計(jì)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=5.87m出屋頂層截面S=0.3*0.08㎡L=46.80m1.12V=SL=0.3*0.08*46.80=1.12m31現(xiàn)澆C25砼承水臺(tái)m3按斷面面積乘以高度以立方米計(jì)算0.04S=0.3*0.3㎡L=0.1mN=4個(gè)V=SLN=0.3*0.3*0.1*4個(gè)=0.04m32現(xiàn)澆C15砼臺(tái)階㎡按水平投影面積以平方米計(jì)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(jì):S=31.68+14.76=46.44m3三.鋼筋工程（另附)四.模版工程（按砼及鋼筋砼體積用含模量計(jì)算）33現(xiàn)澆砼承臺(tái)模板㎡S=181.39m3*1.99㎡/m334現(xiàn)澆砼基礎(chǔ)梁模板㎡S=46.69m3*6.4㎡/m335現(xiàn)澆砼框架柱模板㎡S=199.64m3*6.8㎡/m336現(xiàn)澆砼樓板模板㎡S=518.80m3*8.04㎡/m37現(xiàn)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(xiàn)澆砼構(gòu)造柱模板㎡S=46.39m3*6.67㎡/m339現(xiàn)澆砼擋板模板㎡S=63.66m3*19.09㎡/m340現(xiàn)澆砼過(guò)梁模板㎡S=4.89m3*11.24㎡/m341現(xiàn)澆砼擋水墻模板㎡S=6.65m3*7.44㎡/m341現(xiàn)澆砼女兒墻壓頂模板㎡S=6.99m3*11.10㎡/m343現(xiàn)澆砼乘水臺(tái)模板㎡S=0.04m3*25.25㎡/m344現(xiàn)澆砼樓梯模板㎡（水平投影面積）S=311.40㎡45現(xiàn)澆砼臺(tái)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=8.98㎡五.腳手架工程47外墻雙排砌筑腳架㎡按外墻邊線長(zhǎng)度乘以外墻高度以平方米計(jì)算3836.84外墻邊線長(zhǎng)度:L=39.54*2+25.84*2=130.76m外墻高度：H=21.30m天井外墻邊線長(zhǎng)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(nèi)墻里砌筑腳手架㎡按內(nèi)墻凈長(zhǎng)乘以內(nèi)墻凈高以平方米計(jì)算4205.45一層內(nèi)墻凈長(zhǎng)L=35.24m內(nèi)墻凈高H=2.72m95.85面積S=LH=35.24*2.72=95.85㎡二層內(nèi)墻凈度H1=2.35m內(nèi)墻凈長(zhǎng)L1=108.29m806.66面積S1=L1H1=108.29*2.35=254.48㎡內(nèi)墻凈度H2=2.53m內(nèi)墻凈長(zhǎng)L2=135.75m面積S2=L2H2=108.29*2.35=343.45㎡內(nèi)墻凈度H3=2.70m內(nèi)墻凈長(zhǎng)L3=45.60m面積S3=L3H3=45.60*2.70=123.12㎡內(nèi)墻凈度H4=2.90m內(nèi)墻凈長(zhǎng)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(nèi)墻凈度H1=2.35m內(nèi)墻凈長(zhǎng)L1=108.29m3233.00面積S1=L1H1=108.29*2.35=254.48㎡內(nèi)墻凈度H2=2.53m內(nèi)墻凈長(zhǎng)L2=126.39m面積S2=L2H2=126.39*2.53=319.77㎡內(nèi)墻凈度H3=2.7m內(nèi)墻凈長(zhǎng)L3=54.96m面積S3=L3H3=54.96*2.7=148.39㎡內(nèi)墻凈度H4=2.9m內(nèi)墻凈長(zhǎng)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(zhǎng)L=7.44*4=29.76m69.94面積S=LH=29.76*2.35=69.94㎡49現(xiàn)澆砼框架柱腳架㎡按柱周長(zhǎng)+3.6m乘以柱高以平方米計(jì)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(xiàn)澆砼框架梁腳架㎡按樓地面到梁頂高度乘以凈長(zhǎng)以平方米計(jì)算13723.98雙排一層梁凈長(zhǎng)L=769.86m高度H=3.57m2748.40S=LH=769.86*3.57=2748.40㎡二-五層梁凈長(zhǎng)L=709.32m高度H=3.2m9079.30S=LH=709.32*3.2*4層=9079.30㎡六層梁凈長(zhǎng)L=551.87m高度H=3.2m1765.98S=LH=551.87*3.2=1765.98㎡出屋頂梁凈長(zhǎng)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(jì)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(jì)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(shí)體門㎡按洞口尺寸以平方米計(jì)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(jì)算94.50（鋁合金門）S=0.9*2.5*30+0.6*1.5*30=94.50㎡55已級(jí)防火門㎡按洞口尺寸以平方米計(jì)算27.00S=1.8*2.5*6=27.00㎡56PVC框+LOW-E㎡按洞口尺寸以平方米計(jì)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(wú)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(jì)算（磨砂玻璃）帶亮子：S=1.5*1.6*10=24.00㎡24.00無(wú)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(zhǎng)米計(jì)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(zhǎng)度以延長(zhǎng)米計(jì)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(shí)砌體積以立方米計(jì)算11.25(-0.300-±0.000)墻長(zhǎng):L=156.26m(框架柱間凈長(zhǎng)）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(shí)砌體積以立方米計(jì)算（±0.000以上）一層外墻長(zhǎng)度：L=123.22m(框架柱間凈長(zhǎng)）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(gòu)造體積：V=2.67m3外墻體積V=（123.22*2.7-145.08）*0.24-2.67=42.18m3內(nèi)墻長(zhǎng)度：L=35.24m(框架柱間凈長(zhǎng)）內(nèi)墻高度:H=2.72m3內(nèi)墻厚度：B=0.24m扣除：構(gòu)造體積V=0.44+0.48=0.92m3內(nèi)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(zhǎng)L1=272.92m241.34扣除：門窗洞口面積S1=213.36㎡構(gòu)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(zhǎng)L2=134.32m扣除：門窗洞口面積S2=21.60㎡構(gòu)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(zhǎng)L3=43.20m扣除：門窗洞口面積S3=22㎡構(gòu)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(zhǎng)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(zhǎng)L5=29.16m7.46扣除：門窗洞口面積S5=27.30㎡構(gòu)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(zhǎng)L6=4.76m扣除：門窗洞口面積S6=2.2㎡構(gòu)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(zhǎng)L1=215.90m752.72扣除：門窗洞口面積S1=155.76㎡構(gòu)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(zhǎng)L2=134.32m扣除：門窗洞口面積S2=18.90㎡構(gòu)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(zhǎng)L3=56.16m扣除：門窗洞口面積S3=22㎡構(gòu)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(zhǎng)L4=6.24m砌筑體積V4=1.15*6.24*0.24=1.72m3合計(jì)：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(zhǎng)L5=29.16m29.84扣除：門窗洞口面積S5=27.30㎡構(gòu)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(zhǎng)L6=4.76m扣除：門窗洞口面積S6=2.2㎡構(gòu)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(jì)：V=(6.21+1.25)*四層=29.84m3出屋面一磚墻墻高H1=2.35m凈長(zhǎng)L1=29.76m20.18(一磚墻)構(gòu)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(zhǎng)L2=10.96m扣除：門窗洞口面積S2=2.7+9=11.7㎡構(gòu)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(zhǎng)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）=0.07m構(gòu)造柱體積=3.35m3合計(jì)V=8.55+0.07+3.35=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(zhǎng)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）=0.02m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(nèi)主墻間凈面積乘以厚度以立方米計(jì)算101.00凈面積S=1010㎡設(shè)計(jì)厚度H=0.1m體積V=SH=1010*0.1=101.00m363地面C15砼墊層m3按室內(nèi)主墻間凈面積乘以厚度以立方米計(jì)算60.60凈面積S=1010㎡設(shè)計(jì)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(nèi)主墻間凈面積以平方米計(jì)算1010.00凈面積：S=1010㎡65樓面1：2水泥砂面㎡按室內(nèi)主墻間凈面積以平方米計(jì)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(shí)際面積以平方米計(jì)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(shí)際面積乘以厚度以立方米計(jì)算33.54面積S=838.45㎡厚度H=0.04m體積：V=SH=838.45*0.04=33.54m368衛(wèi)生間C20細(xì)石砼m3按實(shí)際面積乘以厚度以立方米計(jì)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(jì)算311.40凈面積：S=3.26*7.96*12個(gè)=311.40㎡71水泥砂漿踢腳線m按延長(zhǎng)米計(jì)算4559.14一層長(zhǎng)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(zhǎng)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(zhǎng)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(jì)：(28.54+115.74)*2=288.56m72水泥砂漿臺(tái)度m按延長(zhǎng)米計(jì)算485.80二-六層長(zhǎng)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(jì)：L=97.16*5層=485.80m73臺(tái)階水泥砂漿面㎡按臺(tái)階的的水平投影面積以平方米計(jì)算46.44水平投影面積：S=46.44㎡（計(jì)算見(jiàn)前）74C15砼散水㎡按散水中線長(zhǎng)度乘以寬度以平方米計(jì)算65.84散水寬度：B=0.6m中心線長(zhǎng)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(zhǎng)米計(jì)算斜段長(zhǎng)度：L=(3.63*1.118*2+3*1.118*10)*2個(gè)=84.84m水平段長(zhǎng)度：L=（1.6+0.06+0.05）*2個(gè)=3.42m彎頭長(zhǎng)度：L=(0.05*2+0.06)*22個(gè)=3.52m合計(jì)：L=81.84+3.42+3.52=88.78m76陽(yáng)臺(tái)型鋼欄桿㎏按圖示尺寸以㎏計(jì)算南北外陽(yáng)臺(tái)圓鋼30：重量：G=2.4*3根*14個(gè)*5層*5.55=2797.20㎏2797.20東西外陽(yáng)臺(tái)圓鋼30：重量：G=3.36*7根*2個(gè)*5層*5.55=1305.36㎏1305.36方鋼40：重要：G=1.2*3根*2個(gè)*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(shí)際鋪設(shè)面積計(jì)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按材料實(shí)鋪厚度乘以面積以立方米計(jì)算35.61厚度：H=0.04m鋪設(shè)體積V=0.04*(838.45+7.96+3.26*2)=35.61m379落水管(UPVC管)110m按排水面至室外地坪以延長(zhǎng)米計(jì)算474.24每根長(zhǎng)度L=19.46+0.3=19.76m根數(shù)N=24根總長(zhǎng)度L=19.76*24=474.24m80UPVC水斗110只按設(shè)計(jì)個(gè)數(shù)計(jì)算142.00N=24只+22只+24只*4層=142只81PVC排水管110m按延長(zhǎng)米算0.68L=（0.12+0.05）*4根=0.68m十裝飾工程82內(nèi)墻抹灰（含梁）㎡按內(nèi)墻凈面積以平方米計(jì)算11318.91一層內(nèi)墻抹灰長(zhǎng)度：L=210.760m(踢腳線)高度：H=3.460m扣除：門窗口口面積：S=135.36㎡內(nèi)墻抹灰面積=210.76*3.46-135.36=593.87m二-六層內(nèi)墻抹灰長(zhǎng)度：L=811.964m(踢腳線)高度：H=3.09m扣除：門窗洞口面積：S=544.16㎡內(nèi)墻抹灰面積=811.964*3.09-544.16=1964.81㎡五層合計(jì)：1964.81*5層=9824.05㎡樓梯間頂層內(nèi)墻抹灰長(zhǎng)度：L=8.44*4+3.74*4=48.72m高度：H=3.09m扣除：門窗洞口面積：S=1.8*2.7*2=9.72m內(nèi)墻抹灰面積=48.72*3.6-9.72=165.67㎡樓梯間墻面抹灰內(nèi)墻抹灰長(zhǎng)度：L=7.96*4+3.26*4=44.88m高度：H=22.69-0.11*6層=22.03m扣除門窗洞口面積：S=1.5*1.6*10+1.8*2.5*12=78㎡內(nèi)墻抹灰面積=44.88*22.03-78=910.71㎡83外墻貼面磚㎡按實(shí)際尺寸以平方米計(jì)算165.67一層一層外墻外邊線長(zhǎng)度：L=39.78*2+[(3.6+0.5+0.26+0.24)*2+19.432]*2=137.064m高度H=3.76m扣除門窗洞口面