史丹佛研发楼

**研发楼土建工程量PAGE11项目规格计算式C15承台垫层1CT2:2.95×1.2×0.1×2=0.708m2CT3:[(2.596+3.174)×0.6/2+(3.174+0.778)×2.175/2]×0.1×16=0.6×16=9.6m3CT4:2.95×2.95×0.1×15=13.054m4CT5:3.7×3.7×0.1×23=31.487m5CT6:4.7×2.95×0.1×10=13.865m6CT12:7.2×5.2×0.1=3.744m7电梯井:5.44×5.68×0.1=3.09m3合计0.708+9.6+13.054+31.487+13.865+3.744+3.09=75.548mC30钢筋砼承台1CT2:2.75×1.0×0.8×2=4.4m2CT3:[(2.396+2.974)×0.5/2+(2.974+0.578)×2.075/2]×0.7×16=56.3m3CT4:2.75×2.75×0.7×15=79.406m4CT5:3.5×3.5×0.75×23=211.31m5CT6:4.5×2.75×0.8×10=99m6CT12:7×5×0.8=28m合计4.4+56.3+79.406+211.31+99+28=478.416mC30电梯井（抗渗s6）1底板：5.48×5.24×0.8－（2.175+0.78）×（1.475+0.5）×0.8=22.972－4.67=18.302m2顶板：（4.24+4.2）×2×1.6×0.25=6.75m33侧板：（4.24+4.2）×2×1.67×0.24=6.766m3合计18.302+6.75+6.766=31.818mC30钢筋砼承台拉梁1eq\o\ac(○,A)/eq\o\ac(○,1)-eq\o\ac(○,2)：（9－0.25－0.45－0.275）×0.3×0.5=1.204m32eq\o\ac(○,A)KL103:(9×5－0.275－0.55×4－0.2)×0.3×0.6=7.619m33eq\o\ac(○,A)KL106:(9×3－0.55×2－0.5)×0.3×0.6=4.572m34eq\o\ac(○,A)/eq\o\ac(○,11)-eq\o\ac(○,12):(9－0.25－0.45－0.275)×0.3×0.5=1.204m35eq\o\ac(○,A)KL107:(9－0.49－0.275)×0.3×0.6=1.482m36eq\o\ac(○,E)/eq\o\ac(○,1)-eq\o\ac(○,2):(9－0.275－0.45－0.25)×0.3×0.5=1.204m37eq\o\ac(○,E)/eq\o\ac(○,2)-eq\o\ac(○,3):(9－0.275－0.275)×0.3×0.75=1.9m38eq\o\ac(○,E)KL101:(9×4－0.275－0.55×3－0.2)×0.3×0.6=6.098m39eq\o\ac(○,E)KL104:(9×4－0.2－0.55×3－0.275)×0.3×0.6=6.10m310eq\o\ac(○,E)/eq\o\ac(○,12)-eq\o\ac(○,13):(9－0.275－0.45－0.25)×0.3×0.5=1.204m311eq\o\ac(○,1)/eq\o\ac(○,A)-eq\o\ac(○,B):(9－0.15－0.275)×0.3×0.7=1.8m312eq\o\ac(○,1)KL101:(18－0.275×2－0.55)×0.3×0.6=3.042m313eq\o\ac(○,1)/eq\o\ac(○,D)-eq\o\ac(○,E):(9－0.275－0.15)×0.3×0.8=2.058m314eq\o\ac(○,13)KL107:(9×3－0.39－0.55×2－0.275)×0.3×0.6=4.542m315eq\o\ac(○,13)/eq\o\ac(○,D)-eq\o\ac(○,E):(9－0.15－0.275)×0.3×0.8=2.058m316LX101:(5.6－0.125)×0.25×0.45×2=1.23217LX102:(5.6－0.125)×0.25×0.7×2=1.91618LX103:(9－0.3－0.125)×0.25×0.4×2=1.71519LX104:(4.24－0.125×2)×0.25×0.4=0.39920LX105:(3.4－0.125)×0.25×0.4=0.321LY101:5.4×0.25×0.45×2=1.21522LY102:(4.8－0.125)×0.25×0.7=0.81823KLY103:(9－0.275－0.05)×0.3×0.8×2=4.16424KLY104:(4.8－0.275)×0.25×0.7=0.79225KLX102:(9－0.275×2)×0.25×0.75=1.5826KLY102:(9－0.225－0.05)×0.25×0.7=1.52727KLY106:(9－0.15－0.275)×0.25×0.7=1.50128KLX105:(9－0.25－0.275)×0.25×0.7=1.4829eq\o\ac(○,B)/eq\o\ac(○,11)-eq\o\ac(○,12):(9－0.275－0.45－0.25)×0.25×0.5=1m330LY105:(9－0.15－0.275)×0.25×0.7×2=3合计68.754mC30钢筋砼构造柱（底层）1CZ1(底层)：0.24×0.24×3.27×14=2.642FZ1(底层)：(6.17-0.7)×0.24×0.24×27=8.507m3FZ2(底层)：(12.7-1.4-0.4+0.2)×0.48×0.2×4=4.26m合计15.407mC30钢筋砼构造柱（二层）1CZ1(二层)：（3.93-2.2-0.7）×0.24×0.24×7=0.42m2FZ1(二层)：(3.93-0.7)×0.24×0.24×61=11.35m合计11.77mC30钢筋砼柱（三层）1SZ1(三层)：0.3×0.4×（14.3-9.9+14.3-10.17）=1.0242FZ(三层):[(14.3-10.17-0.1)+(14.3-9.9-0.1)+(14.3-10.035-0.1)×6]×0.24×0.24=1.92m3NGZ1(女儿墙)：0.24×0.24×1.8×78+0.24×0.24×（1.8+0.6）×13=9.89m4SZ1,NGZ1(机房)：0.24×0.24×0.4×12=0.28m合计13.114mC30钢筋砼构造柱（楼梯）1TZ1:(9.87+0.2)×0.25×0.24×6=3.6252TZ2:(5.97+0.2)×0.25×0.24×16=5.923m合计9.548mC30钢筋砼框架柱（底层）11-KZ1:6.47×0.55×0.55×4=7.8221-KZ2:6.42×0.55×0.55×59=114.3731-KZ3:6.47×0.45×0.45×4=5.2441-KZ4:6.47×0.45×0.45×4=5.2451-KZ5:7.67×0.55×0.55×2=4.64合计137.31C30钢筋砼框架柱（二层）12-KZ1:(10.17-5.97-0.1)×0.55×0.55×2=2.4822-KZ2:(9.9-5.97-0.1)×0.45×0.45×23=17.84(10.17-5.97-0.1)×0.45×0.45×3=2.4932-KZ3:(10.17-5.97-0.1)×0.45×0.45×26=21.59m(10.44-5.97-0.1)×0.45×0.45×13=11.5m(9.9-5.97-0.1)×0.45×0.45×2=1.55m42-KZ4:(10.17-5.97-0.1)×0.55×0.45×1=1.015m52-KZ5:(9.9-5.97-0.1)×0.55×0.45×1=0.948m62-KZ6:(9.9-5.97-0.1)×0.55×0.65×2=2.74m合计62.153C30钢筋砼框架柱（三层）13-KZ1:(14.3-9.9-0.1)×0.45×0.35=0.67723-KZ2:(14.3-9.9-0.1)×0.55×0.4+(14.3-9.9-0.1)×0.45×0.45+(14.3-9.9-0.1)×0.55×0.65=3.356合计4.033C30钢筋砼过梁1L1:8.025×0.3×0.4×2=1.9262GL1:8.45×0.4×0.24×3=2.4343GL2:8.45×0.5×0.24×14=14.1964GL3:11.25×0.24×0.5×2=2.75门窗过梁：（0.8+0.5）×4×0.12×0.24+（1.5+0.5）×5×0.24×0.24=0.725m3（0.8+0.5）×4×0.12×0.24+（1.5+0.5）×5×0.24×0.24=0.725m3（1.5+0.5）×0.24×0.24+（1.0+0.5）×0.12×0.24=0.158m3合计22.864C30钢筋砼雨篷梁10.24×0.4×3.4=0.326C30钢筋砼女儿墙压顶1[（36+99.8）×2-27]×0.3×0.06+36×0.3×0.06+27×0.24×0.4=7.64C30钢筋砼窗台梁1一层：[(7.8+0.48)×14+(1.1+0.48)×19+(1.2+0.48)×4]×0.24×0.08=2.93m2二层：[(7.8+0.48)×7+(1.1+0.48)×51+(1.2+0.48)×6]×0.24×0.08=2.853m合计5.783C30钢筋砼楼梯1楼梯A:1.88×3.16×3+1.82×3.16×2+3.08×1.5×5=52.425m2楼梯B:1.88×3.16×2+1.82×3.16+3.08×1.5×3=31.49m2楼梯C:1.88×3.34×2+1.82×3.34+3.08×1.59×3=33.33m2楼梯D:2.95×3.775×2+2.68×3.84+3.08×1.84×3=49.562m2合计166.807扶手130.345+17.598+23.29+36.315=108C30钢筋砼梁板（5.97标高）1板h=120mm:5.6×5.4×0.12×2=60.48×0.12=7.25m32板h=130mm:4.8×4.24×0.13=20.352×0.13=2.646m33板h=100mm:[(99.8+0.6-0.1)×(36+0.8)-60.48-20.352-(6.84×3.16×2+6.8×3.4+9×3.9)-4.24×4.2]×0.1=(3691.04-60.48-20.352-101.45-17.808)×0.1=349.0954eq\o\ac(○,1)KL201:(36.8-0.55×5)×0.3×0.6=6.129m35eq\o\ac(○,2)~eq\o\ac(○,13)/KL204,KL205,KL206,KL207,KL208,KL210,KL211:6.129×12=73.54863/1KL203:(9-0.05-0.225)×0.3×0.8×2=4.1887LY201:5.4×0.25×0.33×2=0.8918LY202:9×0.25×0.55=1.2389KLY202:(9-0.05-0.225)×0.25×0.7=1.52710KLY209:(9-0.29-0.225)×0.25×0.7=1.48511JZL201:(18-0.6-0.2×4)×0.2×0.4=1.328m12JZLy202,203,206:(27-0.3×2-0.2×6+0.1-0.15)×0.2×0.4×5=10.06m13JZLy204:(36-0.3×3-0.2×8)×0.2×0.4×14=37.52m14JZLy205:(27-0.3×2-0.15-0.2×6)×0.2×0.4×2=4.01m15JZLy206:(27-0.3×3-0.2×6)×0.2×0.4×2=3.984m16eq\o\ac(○,A)KL204,KL209:(99-0.5-0.4-0.45×2-0.55×9-3.4-3.9)×0.3×0.6+(3.4+3.9)×0.3×0.3=15.94817eq\o\ac(○,B)KL203a,KL208:(99-0.5-0.9-0.4-0.55×9)×0.3×0.6=16.605m318eq\o\ac(○,C)KL203,KL207:(99-0.5-0.4-0.55×9)×0.3×0.6=16.76m319eq\o\ac(○,D)KL202,KL206:(99-0.4-0.55×8-18)×0.3×0.6+8.025×0.25×0.3×2=14.92m320eq\o\ac(○,E)KL201,KL205：（99-0.5-0.4-0.35-0.55×8-3.4×2）×0.3×0.6+（3.4-0.275-0.235）×0.3×0.3=15.84m321LX201:5.6×0.25×0.28×2=0.22LX202:5.6×0.25×0.38×2=1.06423LX203,205:(5.6-0.15)×0.25×0.4×2+(3.4-0.3)×0.25×0.3×2=1.5624LX204:(4.24-0.275)×0.25×0.27=0.26825LX206:(3.4-0.125)×0.25×0.3=0.24626JZLX203,206,207:(99-0.4-0.5-0.3×8-3.4-3.9+0.1)×0.2×0.4×2=14.1627JZLX202,205:(99-0.3×9)×0.2×0.4×4=30.81628JZLX201,204:(9×8+4.76-0.3×8)×0.2×0.4×2=11.898合计649.113C30钢筋砼有梁板（9.9标高）1板h=100mm:[(99.8+0.6-0.1)×36.8-(6.84×3.16+4.24×9)]×0.1=(3691.04-59.77)×0.1=363.1272板h=140mm:4.24×90.14=5.34m33eq\o\ac(○,A)WKLX305,310:(99.8+0.6-0.1-0.45×15)×0.25×0.7=16.371m34eq\o\ac(○,B)WKLX304,309:(99.8+0.6-0.1-18-0.45×10-0.525)×0.25×0.55+(9-0.45×2)×0.25×0.3=11.2335eq\o\ac(○,C)WKLX303,308:93.55×0.25×0.55=12.863m36eq\o\ac(○,D)WKLX302,307:(72-0.45×7-0.2)×0.25×0.55+(9-0.45)×0.35×0.7+(5.6-0.15-0.125)×0.25×0.4+(3.4-0.325-0.225)×0.25×0.3=12.287eq\o\ac(○,E)WKLX301,306:(99.8+0.6-0.1-0.45×15-6.8)×0.25×0.7+3.4×0.25×0.3×2=15.6138eq\o\ac(○,1)WKLy301:(36.8-0.45×5)×0.3×0.6=6.219m39WKLy302:(9-0.05-0.225)×0.25×0.6=1.30910WKLy303:(9-0.05-0.225)×0.25×0.8=1.74511eq\o\ac(○,2)WKLy304:（27-0.45×2-0.225-0.05）×0.3×0.7+（9-0.225-0.25）×0.3×0.75=7.34112WKLy305,306,308,310：（36-0.1-0.45×3）×0.3×0.7×8=58.04413WKLy307,312：（36-0.1-0.45×3）×0.3×0.6×3=18.65714WKLy309,311：（9-0.225-0.29）×0.25×0.6+（9-0.225-0.05）×0.25×0.6=2.58215Lx301,304:5.6×0.25×0.4×3=1.6816Lx302：（9-0.25-0.15）×0.25×0.4=0.8617Lx302：（5.5-0.3-0.125）×0.25×0.4=0.50818Lx305,308：（9×8-0.3×7+0.1）×0.25×0.5×2=17.519Lx306,309,306a,307,310：（99.8+0.6-0.1-0.3×10）×0.25×0.5×6=72.97520Ly301:5.4×0.25×0.35×2=0.94521Ly302：（9-0.25+0.1）×0.25×0.65=1.44222Ly303：9×0.3×0.7=1.8923Ly304：9×0.25×0.5=1.12524幕墙处挑梁：27×0.24×0.2=1.296m325a-a剖面（电梯井）：（4.24+4.8）×2×0.25×1.46=6.6合计639.545C30钢筋砼有梁板（机房）1板h=100mm,140mm:9.145×9.525×0.1+5.05×5.75×0.04=10.139m32WKLy401,403:(9-0.05-0.225)×0.25×0.7×2=3.0543WKLx401:(9-0.325-0.55-0.18)×0.25×0.4×2=1.5894WKLy402:(9-0.25-0.275)×0.25×0.7=1.485Lx401:(5.5-0.25)×0.25×0.36+(3.4-0.25)×0.25×0.3=0.7066DGL1:5.75×0.3×0.4=0.69合计17.658240厚砼砖墙基1外墙：[（99.8+0.6-0.1+36+0.8）×2-0.55×36-0.45×4]×0.24×0.14=(274.2-19.8-1.8)×0.24×0.14=8.492内墙;[(5.44+6.63×2+3.64+5.48+0.06)×2+6.63+3.52+25.05]×0.24×0.14=90.96×0.24×0.14=3.06合计11.55120厚砼砖墙基1（5.6-0.36+0.06）×0.14×2+3.14×0.12×0.14×2=0.28m320厚1:2水泥砂浆防潮层1252.26×0.24+90.96×0.24+5.6×0.12=83.042门窗面积1幕墙：（17.6+8）×9.1=232.96m22C4022,C4022′:4×2.2×2=17.63C7822,C7822′:7.8×2.2×21=360.364C1122,C1122′:1.05×2.2×75=173.255C1212:1.2×1.2×10=14.46JFM1522:1.5×2.2×1=3.37YFM1522:1.5×2.2×6=19.88M8022:0.8×2.2×8=14.089M1022:1×2.2×1=2.210M1522:1.5×2.2×5=16.511JM4040:4×4×2=32合计886.45240厚砼多孔砖1底层外墙：[252.26-(27-0.55×3-0.7-1.4)]×5.27×0.24+2.1×2×0.24×5.27+(2.9×3+3.4)×0.3×0.24=289.65+5.31+0.87=295.83m32底层内墙：[(5.44×5.52+6.63×5.07+6.63×5.27+5.52×5.47)×2+3.58×5.57+6.63×5.17+25.05×5.27]×0.24+3.64×(5.97-0.4)×2×0.24=106.5+9.73=116.233二层外墙：[（99.8+0.6-0.1）×(5.73-0.8)×0.24×2-3.93×0.45×27×0.24-4.2×0.45×0.24-8.33×0.55×0.24-8.33×0.45×0.24-18×(5.73-0.8)×0.24]+(36.8×2-9)×(5.73-0.7)×0.24-3.93×0.45×4×0.24-4.2×0.45×0.24×4-4.47×0.45×0.24×2+2.1×2×0.24×5.03+36×0.6×0.24+9×1.8×0.24+(2.8×0.4+3.025×0.4+5.15×0.3+2.95×0.4)×0.24=291.024二层内墙：[5.44×(10.035-0.45-5.97)+6.63×(4.065-0.9)+6.63×(4.065-0.7)+5.52×(4.065-0.5)]×0.24+[3.58×3.965+6.63×3.636+8.625×（4.065-0.8）+8.625×（4.065-0.7）+3.525×（4.2-0.4）]×0.24+(36.8-0.45×5)×(10.17-5.9-0.7)×0.24+3.64×(4.065-0.4)×2×0.24=165.28×0.24+26.14+29.02+6.4=101.235电梯井墙：[4.36×(10.23-0.65-0.75)+4.24×(10.23-0.4-0.5)]×0.24=18.7m36机房：4.665×（9.14+9.52）×2×0.24-9.14×1.8×0.24-3.265×9.52×0.24+3.965×3.16×0.24=37.83+1047=48.37扣构造柱，门窗，过梁，圈梁：-653.49×0.24-49.810.97-5.783-0.33-7.64-22.86-3.46=-（156.84+100.8）=-合计871.31-257.64=613.67120厚砼砖内墙1厕所内墙：（5.6-0.36+0.06-1.44-0.9）×0.12×5.57×2=3.96m32挡墙：3.14×2×0.12×4=3.014m33二层：2.96×2×0.12×3.965=2.82m34顶上：（36.8-0.48）×0.12×0.6×2=5.23m3合计15.02屋面20厚1:3水泥砂浆找平层1（99.8+0.6-0.1-0.48）×（36.8-0.48）=36.25.46m2细石砼找坡平均90mm厚1不上人屋面：（8.9-0.24）×（9+0.16-0.12）=78.286m2SBS防水卷材13625.46+（99.82+36.32）×2×0.3+9×7×0.3+36.2×2×0.6=3769.48屋面35厚挤塑保温板13625.4620厚1:3水泥砂浆找平层13625.4650厚C20细石砼屋面顶层13625.4620厚1:3水泥砂浆找平层1二层卫生间：6.8×5.6×2=76.16m21.8厚防水涂料1一层：76.16+[(5.6-0.24)×4×0.15+(6.8-0.12+0.16)×4×0.15=90.4m22厚S-911防水涂料1二层：90.4m240厚C20细石砼1一层：6.8×5.6×2=76.16m230厚C20细石砼找平1二层：6.8×5.6×2=76.16m220厚1:3水泥砂浆结合层1一层卫生间：6.8×5.6×2=76.16m22二层卫生间：6.8×5.6×2=76.16m2合计152.3210厚防滑地砖1一层卫生间：6.8×5.6×2=76.16m22二层卫生间：6.8×5.6×2=76.16m2合计152.3215厚1:3水泥砂浆找平层1底层地坪：99.82×36.32-76.16=3549.3m22二层楼面：99.82×36.32=3348.864m2合计6876.88660厚C15砼地面垫层1一层卫生间：6.8×5.6×2×0.06=4.57m3碎