史丹佛研發(fā)樓

項(xiàng)目規(guī)格計(jì)算式C15承臺(tái)墊層層1CT2:22..95×1.2×0..1×2=0.77008m32CT3:[[((2.5966+3.11774)×0.6//2+(33..174++00.7788))×2.1775/2]]×0.1×16=0..6×16=9..66m33CT4:22..95×2.95×0.1×15=133..054mm34CT5:33..7×3.7×0.1×23=311..487mm35CT6:44..7×2.95×0.1×10=133..865mm36CT12:77.2×5.2×0.1=33..744mm37電梯井:5..444×5.68×0.1=33.09mm3合計(jì)0.708+99..6+133..054++331.48877+13..8865+33..744++33.09==775.54488m3C30鋼筋砼承承臺(tái)1CT2:22..75×1.0×0.8×2=4.44m32CT3:[[((2.3966+2.99774)×0.5//2+(22..974++00.5788))×2.0775/2]]×0.7×16=566..3m33CT4:22..75×2.75×0.7×15=799..406mm34CT5:33..5×3.5×0.75×23=21111.31mm35CT6:44..5×2.75×0.8×10=999m36CT12:77×5×0.8=2288m3合計(jì)4.4+56..33+79..4406+22111.311++99+2288=4788..416mm3C30電梯井（抗?jié)Bs6）1底板：5.488××5.24×00.8－（2.1755+0.7788）×（1.4755+0.5）×0.8=222.97722－4.67=18.302mm32頂板：（4.2244+4.2）×2×1.6×0.25==6.755m33側(cè)板：（4.2244+4.2）×2×1.67×0.24==6.76666m3合計(jì)18.302++66.75++66.7666==31.88118m3C30鋼筋砼承承臺(tái)臺(tái)拉梁1eq\o\ac(○,A)/eq\o\ac(○,,1))-eq\o\ac(○,2)：（9－0.25－0.45－0.275）×0.3××0.5==11.2044m32eq\o\ac(○,A)KL11033:(9×5－0.2755－0.55××4－0.2)×0.33××0.6==77.6199m33eq\o\ac(○,A)KL11066:(9×3－0.55×2－0.5)×0.33××0.6==44.5722m34eq\o\ac(○,A)/eq\o\ac(○,,111)-eq\o\ac(○,12):(9－0.25－0.45－0.2755)×0..33×0.55==1.20044m35eq\o\ac(○,A)KL11077:(9－0.49－0.2755)×00..3×0..66=1.44882m36eq\o\aacc(○,E)/eq\oo\ac((○○,1)-eq\oo\ac((○○,2):(9－0.2755－0.45－0.25))×0.33××0.5==11.2044m37eq\o\aacc(○,E)/eq\oo\ac((○○,2)-eq\oo\ac((○○,3):(9－0.2755－0.275))×0.33×0.75=1.9mm38eq\o\aacc(○,E)KL1101:(9××4－0.2755－0.55××3－0.2)×0.33××0.6==66.0988m39eq\o\aacc(○,E)KL1104:(9××4－0.2－0.55××3－0.275)×00.3×00..6=6..10m310eq\o\aacc(○,E)/eq\oo\ac((○○,12)-eq\oo\ac((○○,13):(9－0.275－0.45－0.25)×0..3×0.5=1.2044m311eq\o\aacc(○,1)/eq\oo\ac((○○,A)-eq\oo\ac((○○,B):(9－0.15－0.275)×00.3×0..7=1.8m312eq\o\aacc(○,1)KL1101:(18－0.2755×2－0.55))×0..33×0.6=3.0422m313eq\o\aacc(○,1)/eq\oo\ac((○○,D)-eq\oo\ac((○○,E):(9－0.275－0.15)×00.3×0..8=2.0588m314eq\o\aacc(○,13)KLL107::(9×3－0.39－0.55×2－0.275)×00.3×00..6=4.5542m315eq\o\aacc(○,13)/eq\oo\ac((○○,D)-eq\oo\ac((○○,E):(9－0.15－0.275)×00.3×0..8=2.0588m316LX101:((5.6－0.125)××0.25×0.45×2=1.2322m317LX102:((5.6－0.125)××0.25×0.7×2=1.9166m318LX103:((9－0.3－0.1255)×00..25×00..4×2==11.7155m319LX104:((4.24－0.1255×2)××0.255××0.4==00.3999m320LX105:((3.4－0.1255)×0..25×00..4=0..3328m321LY101:55.4×0..25×0.45×2=1.2155m322LY102:((4.8－0.125)××0.25×0.7=0.8188m323KLY103::((9－0.275－0.05)×00.3×0.8×2=4.1164m324KLY104::((4.8－0.275)××0.25×0.7=0.7922m325KLX102::((9－0.2755×2)××0.255××0.755==1.588mm326KLY102::(9－0.2255－0.05))×0..225×0..77=1.55227m327KLY106::((9－0.15－0.2755)×00..25×00..7=1..5501m328KLX105::((9－0.25－0.2755)×00..25×00..7=1..448m329eq\o\aacc(○,B)/eq\oo\ac((○○,11)-eq\oo\ac((○○,12):(9－0.2755－0.45－0.25))×0..225×0..55=1m330LY105:(9－0.15－0.2755)×00..25×00..7×2==33m3合計(jì)68.754mm3C30鋼筋砼構(gòu)構(gòu)造造柱（底層層）1CZ1(底層))：：0.224×0..224×3..227×144==2.644mm32FZ1(底層))：：()××0.244××0.24×27=8.5077m33FZ2(底層))：：(122.7-11..4-0..44+0.22))×0.48×0.2×4==4.26m3合計(jì)15.407mm3C30鋼筋砼構(gòu)構(gòu)造造柱（二層層）1CZ1(二層))：：（）×0.224×0..224×7==00.42mm32FZ1(二層))：：(3.93--0.7))××0.244××0.244××61=1111.35mm3合計(jì)11.77mm33C30鋼筋砼柱柱（三三層）1SZ1(三層))：：0.33×0.44××（）=1.02244m32FZ(三層)::[(14.3--110.177--0.1))++(14..33-9.99--0.1))++(14..33-10..0035-00..1)×66]]×0.2244×0.2244=1.9922m33NGZ1(女兒兒墻墻)：0.244×0.2244×1.88××78+00..24×00..24×（1.8+00.6）×13=99..89mm334SZ1,NGZZ11(機(jī)房)：0.24××0.244××0.4××112=0..228m3合計(jì)13.114mm3C30鋼筋砼構(gòu)構(gòu)造造柱（樓梯梯）1TZ1:((9.87++0.2))××0.255××0.244××6=3..6625m32TZ2:((5.97++0.2))×0.2255×0.2244×16=5.9223m3合計(jì)9.548mm33C30鋼筋砼框框架架柱（底層層）11-KZ1:6.47××0.555××0.555××4=7..882m321-KZ2:6.422××0.555××0.555××59=11114.377m331-KZ3:6.47××0.455××0.455××4=5..224m341-KZ4:6.477××0.455××0.455××4=5..224m351-KZ5:7.67××0.555××0.555××2=4..664m3合計(jì)137.31mm3C30鋼筋砼框框架架柱（二層層）12-KZ1:(10..117-5..997-0..11)×00..55×00..55×22==2.488mm322-KZ2:(9.9-55.97--00.1)××0.455××0.455××23=1177.84mm3(10..117-5..997-0..11)×00..45×00..45×33==2.499mm332-KZ3:(10.177-5.9977-0.11))×0..445×0..445×266==21.5599m3(10..444-5..997-0..11)×00..45×00..45×1133=11..55m3(9.9-5..977-0.11))×0..445×0..445×2==11.55mm342-KZ4:(10.177-5.9977-0.11))×0..555×0..445×1==11.0155m352-KZ5:(9.9-55.97--00.1)××0.555××0.455××1=0..9948mm3362-KZ6:(9.9-55.97--00.1)××0.555××0.655××2=2..774m3合計(jì)62.11553m3C30鋼筋砼框框架架柱（三層層）13-KZ1:(14..33-9.99--0.1))×0.455×0.355=0.66777m323-KZ2:(14..33-9.99--0.1))×0.555×0.4++(14..33-9.99--0.1))×0.455×0.455+(14.3--99.9-00..1)×0.555×0.655=3.33556m3合計(jì)4.00333m3C30鋼筋砼過過梁梁1L1:8.02255×0..33×0.44××2=1..9926m32GL1:88.45××00.4×00..24×33==2.43344m33GL2:88.45××00.5×00..24×1144=14..1196m34GL3:111.255××0.244××0.5××22=2.77m35門窗過梁：（0.8+0..5）×4×0..12×00..24+（1.5+00.5）×5×0..24×00..24=00..725mm3（0.8+0..5）×4×0..12×00..24+（1.5+00.5）×5×0..24×00..24=00..725mm3（1.5+0..5）×0.244×0.2244+（1.0+00.5）×0.122×0.2244=0.11558m3合計(jì)22.864mm3C30鋼筋砼雨雨篷篷梁10.24×0..44×3.44==0.32266m3C30鋼筋砼女女兒兒墻壓頂1[（36+999.8）×2-277]×00..3×0..006+366××0.3××00.06++227×0..224×0..44=7.6644m3C30鋼筋砼窗窗臺(tái)臺(tái)梁1一層：[(7.8+00..48)××14+((11.1+00..48)××19+((11.2+00..48)××4]××00.24××00.08==22.93mm32二層：[(7.8+00..48)××7+(11..1+0..448)××551+(11..2+0..448)××66]×00..24×00..08=22..853mm3合計(jì)5.783mm33C30鋼筋砼樓樓梯梯1樓梯A:11.888×3.166×3+1.882×3.16×2+3.008×1.5×5=52..425mm2樓梯B:11.888×3.166×2+1.882×3.16++3.088××1.5×3=31..49m2樓梯C:11.888×3.344×2+1.882×3.34++3.088××1.59×3=33..33m2樓梯D:22.955×3.7775×2+2.668×3.84++3.088××1.84×3=49.5662m2合計(jì)166.88007m2扶手130.345++117.59988+23..229+366..315==1108mmC30鋼筋砼梁梁板板（5.97標(biāo)高）1板h=1200mmm:5.6××5.4××00.12××22=60.448×0..112=7.225m32板h=1300mmm:44.8×44..24×00..13=2200.3522××0.133==2.64466m33板h=1000mmm:[(99.8++00.6-00..1)××((36+0..8)-6600.48--220.35522-(6..884×3..116×2++66.8×33..4+9××33.9)--44.24××44.2]××0.1==((3691..04-6600.48--220.35522-1011..45-1177.8088))×0..11=3499..095mm34eq\o\aacc(○,1)KLL201::(36.8--0.555×5)××0.3××00.6=66..129mm35eq\o\aacc(○,2)~eq\oo\ac((○○,13)/KKL2044,,KL20055,KL22006,KLL2207,KKLL208,,KKL2100,,KL21111:6.129×1122=73..5548m363/1KLL2203:(9-0.005-0..2225)××0.3××00.8×22==4.18888m37LY201:5.4××0.255××0.333××2=0..8891m38LY202:9×0..25×00..55=11..238mm39KLY202::(9-0.005-0..2225)××00.25××00.7=11..527mm310KLY209::((9-0.229-0..2225)××00.25××00.7=1.4855m311JZL201::(18-0..6-0..22×4)×00.2×00..4=1.3288m312JZLy2022,,203,,2206:(27-0..3×2--00.2×66++0.1--00.15))××0.2××00.4×55==10.0066m313JZLy2044::((36-0..3×3--00.2×88))×0.22××0.4××114=377..52m314JZLy2055::(27-0..3×2--00.15--00.2×66))×0.22××0.4××22=4.0011m315JZLy2066::(27--0.3××33-0.22××6)×00..2×0..44×2=33..984mm3316eq\o\aacc(○,A)KL2204,KKLL209::×2-0.555×99-3.44--3.9))×0.3×0.6+((3.4+33.9)××0.3×0.3=1155.9488m317eq\o\aacc(○,B)KL2203aa×9)×0.3×0.6=1166.6055m318eq\o\aacc(○,C)×9)×0.3×0.6=1166.76mm319eq\o\aacc(○,D)×8-18))×0.3×0.6+88.0255××0.25×0.3×2=14..992m320eq\o\aacc(○,E)KL2201,KKLL205：×8-3.4××2）×0.3×0.6+（3.4-00.2755--0.23355）×0.3×0.3=115.844m321LX201:5.6×0.255×0.288×2=0..784m322LX202:5.6×0.255×0.388×2=1.0064m323LX203,2205::(55..6-0..115)×0.25×0.4×2+(3..4-0..33)×0.255×0.3×2=1.5566m324LX204:(4.24--0.27755)×0.225×0..227=0.2688m325LX206:(3.4-00.1255))×0.255×0.3=0.2466m326JZLX2033,,206,,2207:(99--00.4-00..5-0..33×8-3.44-3.99++0.1))×0.2×0.4×2=14..116m327JZLX2022,,205::(99--0.3××99)×00..2×0..44×4=3300.8166m328JZLX2011,,204::(9×88+4.7766-0.33×8)××0.2××00.4×22==11.88998m3合計(jì)649.1133m3C30鋼筋砼有有梁梁板（9.9標(biāo)高）1板h=100mmm::[(99.8++00.6-00..1)×3366.8-((66.84××3.166++4.244××9)]××0.1==((3691..04-5599.77))×0.11==363..1127m32板h=1440mmm:4.244××90.1144=5.3344m33eq\o\aacc(○,A)WKLLX305,3310:(99.8++0.6--00.1-00..45×1155)×00..25×00..7=16..3771m34eq\o\aacc(○,B)WKLLX304,3309:(99.8+00.66-0.11--18-00..45×110-0..5525)××0.255××0.555++(9-00..45×2))×0..225×0..33=11..2233m35eq\o\aacc(○,C)WKLLX303,3308:93.5555×0..225×0..555=122..863mm36eq\o\aacc(○,D)WKLLX302,3307:(72-0.445××7-0..22)×00..25×00..55+((99-0.4455)×00..35×00..7+(55..6-0..115-0..1125)××0.255××0.4++((3.4-00.3255--0.22255)×00..25×00..3=122..28m37eq\o\aacc(○,E)WKKLX301,3306:(99..88+0.66--0.1--00.45××115-6..88)×00..25×00..7+3..44×0.2255×0.33××2=155..613mm38eq\o\aacc(○,1)WKLLy301:(36.8--0.455××5)××00.3×00..6=6..2219m39WKLy3022::(9--0.055--0.22255)×00..25×00..6=1..3309m310WKLy3033::(9--0.055--0.22255)×00..25×00..8=1..7745m311eq\o\aacc(○,2)WKLLy304:（27-0.445××2-0.2225-00..05）×0.3×0.7+（9-0.2225-00..25）×0.3×0.75==7.34411m312WKLy3055,,306,,3308,33110：（36-0..1-0..445×3）×0.3××0.7××88=58..0044m313WKLy3077,,312：（36-0..1-0..445×3）×0.3××0.6×3=18.6557m314WKLy3099,,311：（9-0.2255-0.29）×0.25×0.6+（9-0.2225-00..05）×0.25×0.6=22..582mm315Lx301,3304::55.6×0.25×0.4×3=1.6688m316Lx302：（9-0.225-0..115）×0.25×0.4=00..86m317Lx302：（5.5-00.3-00..125）×0.25×0.4=00..508mm318Lx305,3308：：（9×8-0.33×7+0.1）×0.25×0.5×2=17..55m319Lx306,3309,,306aa××10）×0.25×0.5×6=72..9975m320Ly301:5.4×0.25×0.35×2=0.99445m321Ly302：（9-0.225+0..11）×0.25×0.65==1.44422m322Ly303：99×0.3×0.7=11..89m323Ly304：99×0.25×0.5=11..125mm324幕墻處挑梁：27×0.24×0.2=11.2966m325a-a剖面（電電梯梯井）：（4.24++4.8）×2×0.25×1.46==6.6mm3合計(jì)639.5455m3C30鋼筋砼有有梁板（機(jī)機(jī)房）1板h=100mmm,,140mmmm:99..145×9.5255×0.1+55.05×5.75×0.04==10.11339m32WKLy4011,,403::(9-00..05-00..225))×0.255×0.7×2=3.00554m33WKLx4011::(9-00..325--00.55--00.18))×0.255×0.4×2=1.55889m34WKLy4022::(9-00..25-00..275))×0.255×0.7=11..48m35Lx401:(5..55-0.2255)×0.255×0.36++(3.44--0.255))×0.255×0.3=0.7066m36DGL1:5.755××0.3×0.4=00..69m3合計(jì)17..6658m3240厚砼磚墻墻基基1外墻：[（999.8++00.6-00..1+366++0.8）×2-0.555×36-0..45×4]×0.244×0.14=(274.22--19.88--1.8))×0.244×0.14==8.499mm32內(nèi)墻;[[(5..44+66..63×2+3.664+5..448+0..006)×2+6..63+33..52+2255.05]]×0.244×0.14=900..96×0.24×0.14==3.066mm3合計(jì)11..555m3120厚砼磚墻墻基基1（5.6-0..366+0.0066）×0.14×2+3.114×0.12×0.14×2=0.228m320厚1:2水水泥砂漿防防潮層1252.26××00.24++990.966××0.24++5.6×0.12==83.00442m3門窗面積1幕墻：（17.6++8）×9.1=2232.9966m22C4022,CC44022′:4×2.2×2=17..66m23C7822,CC78822′:7.8×2..2×21=360.336m24C1122,CC11122′:1.005×2..22×75=173.225m25C1212:1.2××1.2××110=144..4m26JFM15222::1.5××2.2××11=3.33m27YFM15222::1.5××2.2××66=19..88m28M8022:00.8×22..2×8==114.088m29M1022:1×2.2×1=2.22m210M1522:1.55××2.2×5=16..55m211JM4040::4×4×2=32mm2合計(jì)886..445m2240厚砼多孔孔磚磚1底層外墻：[22552.266--(27--00.55×3-0.77-1.44))]×5.277×0.24++2.1×2×0.24×5.27++(2.99××3+3.44)×0.3×0.24==289..665+5..331+0..887=29955.83mm32底層內(nèi)墻：[(5.44××55.52++66.63×5.07++6.633××5.27++5.522××5.47))×2+3.558×5.57++6.633××5.17++25.0055×5.27]]×0.244+3.6644×(5.97--0.4))×2×0.24==106..55+9.7733=1166..23m33二層外墻：[（99.88++0.6--00.1）×(5.73--0.8))××0.24×2-3.993×0.45×27××0.455×0.24--8.33×0..555××0.455×0.24--18×(5.73--0.8))××0.24]]+(366..8×2-9)×(5.73--0.7))××0.45××44××0.455×0.24×4-4.447×0.45×0.24×2+2.11×2×0.24×5.03+36×0.66××0.24++9×1.8×0.24++(2.88××0.4+33.0255××0.4+55.15×0.3+22.95×0.4)××0.24==291.02mm34二層內(nèi)墻：[5.44×((110.03355-0.4455-5.9977)+6..663×(4.0655-0.99))+6.6633×(4.0655-0.77))+5.5522×(4.0655-0.55))]×0.244+[3..558×3.9655+6.6633×3.6366+8.66225×（4.0655-0.8）+8.6225×（4.0655-0.7）+3.525××（4.2-00.4）]××5)×(10.177-5.99--0.7))×0.244+3.64×(44..065--00.4)××2×0.24==165..228×0.24++26.1144+29..002+6..44=1011..23m35電梯井墻：[44..36×(10.233-0.6655-0.7755)+4..224×(10.233-0.44--0.5))]]×0.244=18..77m36機(jī)房：4.66655×（9.14++9.52）×2××1.8××9.522×0.24++3.96655×3.16××00.24==337.833++10477==48.33mm37扣構(gòu)造柱，門窗窗，過過梁，圈梁梁：：-653.499××0.24--49.88110.977--5.78833-0.3333-7.6644-22..886-3..446=-（156.884+10000.8）=-2577.664m3合計(jì)871.31--2257.6644=6133..67m3120厚砼磚內(nèi)內(nèi)墻墻1廁所內(nèi)墻：（55..6-0..336+0..006-1..444-0..99）×0.12×5.57×2=3.996m32擋墻：3.144××2×0.12×4=3.0014m33二層：2.966××2×0.12×3.9655=2.8822m34頂上：（36..88-0.4488）×0.12×0.6×2=5.223m3合計(jì)15.02m33屋面20厚1::3水泥砂漿找找平層1（99.8+00.66-0.11--0.48）×m2細(xì)石砼找坡平均均990mm厚1不上人屋面：（88.9-0..24）×（9+0.116-0.112）=78.2286m2SBS防水卷材材13625.466++（99.822+36..332）×2×0.3+99×7×0.3+336.2×2×0.6=337769.4488m2屋面35厚擠塑塑保溫板13625.466m220厚1:3水水泥砂漿找找平層13625.466m250厚C20細(xì)細(xì)石砼屋面面頂層13625.466m220厚1:3水水泥砂漿找找平層1二層衛(wèi)生間：66..8×5.6×2=76..16m21.8厚防水涂涂料料1一層：76.1166+[(55..6-0..224)×4×0.15++(6.88--0.122++0.166))×4×0.15==90.44m22厚S-9111防水涂涂料1二層：90.44m240厚C20細(xì)細(xì)石砼1一層：6.8××55.6×2=76..16m230厚C20細(xì)細(xì)石砼找平平1二層：6.8××55.6×2=76..16m220厚1:3水水泥砂漿結(jié)結(jié)合層1一層衛(wèi)生間：66..8×5.6×2=76..16m22二層衛(wèi)生間：66..8×5.6×2=76..16m2合計(jì)152.32mm210厚防滑地磚磚1一層衛(wèi)生間：66..8×5.6×2=76..16m22二層衛(wèi)生間：66..8×5.6×2=76..16m2合計(jì)152.32mm215厚1:3水水泥砂漿找找平層1底層地坪：999..82×36.322-76..116=355449.3mm22二層樓面：999..82×36.322=334488.8644m2合計(jì)6876.88866m260厚C15砼砼地面墊層層1一層衛(wèi)生間：66..8×5.