课程设计计算过程1.平整场地S=31.78*17.24-(3.3-0.24)*(5-0.24)-8.39-5*15.36=448.13m22.挖基础土方①独立基础土方J1:3个3⨯⨯⨯=1.0 1.02.253 6.75mJ2:9个3⨯⨯⨯=2.0 2.0 2.25981mJ3:2个3⨯⨯⨯=2.4 2.4 2.25225.92mJ4:8个3⨯⨯⨯=1.4 1.42.25835.28mJ5:3个3⨯⨯⨯=1.8 1.82.25321.87mJ6:5个3⨯⨯⨯=2.2 2.2 2.25554.45mJ7:2个 2.7 2.7 2.25232.805⨯⨯⨯=3mJ8:4个 1.7 1.7 2.25426.01⨯⨯⨯=3mJ9:1个 2.21.2 2.251 5.94⨯⨯⨯=3mJ10:1个2.9 2.9 2.25118.9225⨯⨯⨯=3mJ11:1个 3.28 2.9 2.25121.402⨯⨯⨯=3m独立基础土方量：V= 330.35m3②带形基础土方带形基础土方量：V= (3.3-0.78-0.9)×1.0+(3.3-1.0-0.78)×1.0+(3.3-1.0-0.78)×1.0+(3.3-0.93-1.0)×1.0+(3.3-0.85+3.3-0.85)×1.0+4.2×1.4×2+2.4×1.7+(3.3-0.85)×2+4.5×2×1.4+2.4×1.7=48.35m3×2=96.7m3挖基础土方：V=330.35m3+96.7m3=427.05m33.土方回填：V=1.12×3+2.12×9+2.52×2+1.52×8+1.92×3+2.32×5+2.82×2+1.82×4+2.3×1.3×1+3.02×1.0+3.38×3.0×1.0=161.87m3 V= 3427.05-161.87-(45.63+39.89)=179.66m4.底层空心砖墙：（填充高度H=3m ）L=(1.8+3.3)*2-0.24=9.96mV120= 9.96*0.12*3=3.59m35. 240厚时：外墙中心线：L=60.48+52.8=113.28m构造柱：0.4*28=11.2m混凝土墙：3.3*7-0.4*3-0.28*2=21.34m计算墙体的外墙中心线：L=113.28-11.2-21.34=80.74m扣除门窗面积：11.6+12.3+16.92+14.4+9+14.4+1.8=79.98m过梁体积：（3.72+4.1+2.82*2+2.4*2+0.5*8）*0.18*0.24=1.67m3（1.5+1.5+3*0.5）*0.15*0.24=0.162m31.67+0.162=1.832m3V240= （80.74*3-79.98）*0.24-1.832=37.11m36. 二层至屋顶外墙中心线：（3.3*4+2.4+4.2+4.5+3.3）*2+1.3*4+1.2*2*2=125.6m内墙净长线：（ 3.3*5+4.2*4+0.6*4+0.62*2-0.4-0.8+2.4-0.4+4.5-0.6-0.9+2.1*2）*2=89.88m扣除门窗面积：5.88+20.79+6.72+22.5+21.6+35.4+1.8+7.56=122.25m过梁体积：（3.6*4+5.9*4+0.5*8）*0.18*0.24=1.81m3（1.5*4+1.2+0.5*5）*0.15*0.24=0.35m31.81+0.35=2.16m3240墙体积：（112.8*12.5+89.88*12.8-122.25）*0.24-2.16=583.01m3夹层体积：V=3.3×2+1.2×3+3.3+2.4+(3.3+2.1)×2+4.5+3.3×3= 41.1m×0.24m×3.3m =32.55m3×4=130.20m3∑= V2～6+V夹=583.01+130.20=713.21m37.台阶工程量(4.5+4.2+3.3+1.8)×0.9+(3.3×4+2.4)×1.8+(3.3×2+4.5×2)×1.2+(3.3+1.0)×1.2+2.0×1.2×0.15=9.77m38.蹲台3--⨯⨯⨯=(1.80.060.12) 1.220.2 1.15m9. 砖窨井2座10.水井表2座11.阀门井2座12.化粪池2座13.带形基础①宽1.0m 长a.(3.3-0.85)×4=9.8mb.3.3-0.78-0.9+(3.3-0.78-1)×2+3.3-1-0.93=6.03m(1+0.2)×0.1+1×0.6+1.4×0.24=1.056m2(9.8+6.03)m×1.056m2 =16.77m3②宽1.4m 长(4.2+1.2)×4=21.6m[(1.4+0.2)×0.1+1.4×0.6+1.4×0.24]=1.336m21.336m2×21.6m=28.86m3③宽1.7m 长2.4×2=4.8m(1.7+0.2)×0.1+1.7×0.6+1.4×0.24=1.546m24.8m×1.546m2=7.42m3∑=16.72m3+28.86m3+7.42m3=53m314.独立基础，砼用量J1:3个 30.3110.60.60.3 1.40.40.40.632m ⨯⨯+⨯⨯+⨯⨯=3×0.4×1.4×0.4=2.568 m 3∑J1=2.568m 3J2:9个 30.3 2.0 2.0 1.2 1.20.3 1.40.40.4916.71m ⨯⨯+⨯⨯+⨯⨯⨯=（）J3:2个 3(2.4 2.40.3 1.6 1.60.3 1.4 1.40.4)2 5.44m ⨯⨯+⨯⨯+⨯⨯⨯=J4:8个 3(1.4 1.40.30.80.80.3 1.40.40.4)88.04m ⨯⨯+⨯⨯+⨯⨯⨯=J5:3个 3(1.8 1.80.30.110.3 1.40.40.4)3 4.49m ⨯⨯+⨯⨯+⨯⨯⨯=J6:5个 3(2.2 2.20.3 1.4 1.40.3 1.40.40.4)511.32m ⨯⨯+⨯⨯+⨯⨯⨯=J7:2个 3(2.7 2.70.3 1.8 1.80.3 1.40.40.4)5 6.77m ⨯⨯+⨯⨯+⨯⨯⨯=J8:4个 3(1.7 1.70.3110.3 1.40.40.4)4 5.57m ⨯⨯+⨯⨯+⨯⨯⨯=J9：1个 31.2 2.20.30.40.60.3(1.10.40.4)20.60.40.30.288m ⨯⨯+⨯⨯+⨯⨯⨯+⨯⨯= J10:1个 2.92×0.3+(0.4×4+0.5)(0.34+0.4×4)×0.3+(0.8+0.5)(0.34+0.8)×0.3+1.1×0.4×0.4×2=6.00m 3J11:1个 3.28×2.9×0.3+(0.8+0.4×3+0.48)(0.34+0.4×4)×0.3+0.8×2×(0.34+0.8) ×0.3+1.1×2+0.4×0.4=5.194∑=73.39m 315.基础梁JL-1: L 1=(3.3+9.68)=12.98mS 1=0.25×0.35=.0.875m 2V 1=12.98m ×0.0875m 2=1.136m 3JL-2: L=（14.2+4.5+3.3）+4.5+4.5+3.3×2+2.4+(3.3×4+2.4)+4.5×2+(4.5+4.2+3.3) ×3+3.3×2+(2.0+2.309+0.691)=102.2㎡S 2=0.25×0.3=0.075㎡V 2=102.2m ×0.075m 2=7.665m 33128.8V V m ∑=+=16 框架梁砼用量 （梁高算至板底）()30.30.5 4.2 4.5 3.30.44 1.56m ⨯⨯++-⨯=()30.350.4 4.2 4.5 3.30.44 1.456m ⨯⨯++-⨯=()30.240.5 4.2 1.20.240.6192m ⨯⨯+-=()30.30.4 3.30.320.342m ⨯⨯-⨯=()30.240.2 1.20.150.046m ⨯⨯-=()30.30.5 6.60.420.10.855m ⨯⨯-⨯-=()30.30.5 3.30.40.435m ⨯⨯-=()30.350.6 3.3 1.20.40.861m ⨯⨯+-=()30.350.4 4.5 1.2 3.30.40.10.854m ⨯⨯-+--=∑1=7.89m 337.89215.8m ⨯= （未含悬梁） 315.8232m ⨯=30.240.4(50.4)0.441m ⨯⨯-=共五根，30.4415 2.208m ⨯=L6: 30.240.2(4.20.24)0.191m ⨯⨯-=L1：30.240.25(2.40.12)0.1368m ⨯⨯-=弧形：30.240.2517.4 1.04m ⨯⨯=∑2=3.5m 3直悬梁：()33.3 4.520.240.251m +⨯⨯⨯=⎡⎤⎣⎦0.24×0.25×(1.2-0.2)=0.06m 3×9=0.54m 3∑3=1.54m 3∑=∑1+∑2+∑3= 32m 3+1.54m 3+3.5m 3=37.04m 317.框架柱 41个0.4×0.4×41×3.6=23.62m 318 构造柱 54根 （高度均为圈过梁底下2.5 m ）310.240.24 2.50.144V m =⨯⨯=加工面马牙槎，一个马牙槎体积 ()30.60.240.30.00432m ⨯⨯=320.1440.0043260.170V m =+⨯=330.1440.0043290.182V m =+⨯=V 4=0.144+0.00432×12=0.19m 3∑=2V 1+10V 2+8V 3+6V 4=4.62m 34.62×2=9.24m 3/层 9.24m 3×6=55.44m 319.圈梁一层 QL1 L=(4.2+4.5+3.3）×4+4.5×2+3.3+4.5×2+3.3×2+(3.3×4+2.4)=91.5mQL L=4.5×2+3.3×2=15.6mV 1=91.5×0.24×0.3+15.6×0.24×0.18=7.26m 3二～六层 QL1 L=(4.2+4.5+3.3)+(3.3×4+2.4)+(3.3+2.1+2.4)×2+(4.2+4.5+3.3)+(3.3×4+2.4)(4.2+3.3+4.5) ×2=94.8mQL L=3.3×4+(3.3+2.1+2.4+2.4+2.1)+3.3×2+2.4+3.3×4+4.2×2+3.3×4+(3.3×4+2.4) ×2+4.2×2=108.9mV 2=(108.9×0.24×0.18+94.8×0.24×0.3)×5=57.65m 3 夹层 QL1 L=94.8mQL L=3.3×5+3.3×4+4.2×2+（3.3×4+2.4）×2+3.3×3+4.2×2+(3.3×4+2.4)=96mV 3=94.8×0.24×0.3+96×0.24×0.18=10.97m 3∑=V 1+V 2+V 3=75.88m 320.过梁L=(3.72+0.5)+(4.1+0.5)×3+(2.82+0.5)+(2.4+0.5)+(2.4+0.5)+(2.82+0.5)+(1.5+0.5)+(4.1+0.5)+(4.1+0.5)+(1.5+0.5)+(0.7+0.5)×20+(0.8+0.5)×20+(0.9+0.5) ×55+(0.9+0.5)×55+(0.9+0.5)×20+(0.9+0.5)×2 =203.86mV=203.86m ×0.24m ×0.24m=11.76m 321 剪力墙（200宽）{(3.3-0.2) ×2+(4.2+1.2) ×2+2.4] ×2+(3.3-0.48) ×2+(1.6-0.2) ×2}×0.2×3.6=34.01 m 322.无梁板 (板厚300)(3.3×4+2.4+0.24)(4.2+4.5+3.3+0.24)+1.2×4.8-2.4×(4.2+1.2+0.24) -27×0.24×0.24×2=369.1m 22，3，4，5，6 369.1m 2×5=1845.5m 2夹层 (3.3×2+1.2+0.24)×4.5+3.5[3.3+(2.1+0.24)]-8×0.24×0.24 =55.46m 2×4=221.84m 2()2231845.5221.842067.340.3620.2m m m ∑=+=⨯=板厚23.有梁板 （板厚600）右=（3.3×4+2.4）×（4.2+4.5+3.3+0.24）-20×0.4×0.4-[（4.5+1.2）×2 +2.4+（3.3-0.4-0.1）×2]×2-[(2.4-0.2) ×(4.2+1.2-0.1)]=137.284m 2左=137.284+（4.5+3.3）×（2+2.30+0.691）-0.4-0.4×3+（4.5+2.0+0.5×4.5×3）=191.554∑=191.554+137.284=328.838m 2×0.6m=197.30m 324.栏板①阳台栏板V 1=199.6×0.12+0.12×0.12×3=27.36m 3②女儿墙 东面 1.3×2×1.2×0.12=0.3744m 3西面 (1.2+5.0+1.1+3.3)×1.2×0.12=1.5264m 3北面 (2.4×2×2)×1.2×0.12=1.3824 m 3南面 (3.3×4) ×1.2×0.12=1.9008m 3V 栏板=27.36m 3+5.18m 3=32.54m 325.楼梯1S =⨯（2.24+1.66-0.12）（2.4-0.12）=8.61842S =⨯（3.06-0.12）（2.4-0.12）=6.7032S 总= S1+10S2=86.184+6.7032=75.65㎡26.散水工程量 （900宽）（1.2+3.3+4.5+4.2+1.5+3.3×4+2.4+0.9×2+2.4）×0.9=37.05m 227. 任务说明书中已经给出28. 任务说明书中已经给出29.玻璃纤维瓦屋面 （屋面-1）(3.3+4.5+0.3)(3.3×4+2.4)-4.8×(3.3-0.3)=109.08×2=218.16㎡30.保温隔热屋面 （屋面-2）(4.2+0.3)(3.3×4+2.4)+3.3×1.2×2=78.12×2=156.24 ㎡31.排水管17.6×2+17.6+（12.6×2）×2+6.4=74.4m32.雨水口8个33.雨水斗8个34.水泥砂浆地砖地面S弧形=37π(15-0.24)2/360-9×10/2 =71.455-45=26.4552mS1=(3.3-0.12)(17.24-0.24×2)=3.18×17.76=53.29682mS2=(9-0.12)×2=17.762mS3=(4.2+4.5+3.3-0.12)×(3.3+2.4+3.3-0.12)=105.49442mS楼梯=[(4.2-0.12+1.2)×2+2.4]×0.24=3.11042mS卫生间=(1.8+0.06-0.12)(3.3-0.12-0.06)=5.42882mS左=S弧形+ S1+ S2+ S3+ S楼梯+S卫生间=194.4672mS1=(3.3×2-0.24)(4.2-0.24)=6.36×3.96=25.1852mS2=(3.3-0.06-0.12)(1.8-0.06-0.12)=5.42882mS3=(4.5+3.3-0.12)(3.3+4.5+4.5+3.3-0.24)=7.56×15.36=116.12162m S4=(4.2+1.2-0.24)(2.4-0.24)=11.14562mS5=(2.4+0.24) ×1.2=3.1682mS6=S1×2-S2+S3+S4-S5=169.04162mS一层=194.467+169.0416=363.50862m二层S=(3.3-0.24)(4.2-0.24)×8+(3.3-0.24)2×4+[(3.3+2.1+2.4-0.24)(4.5-0.24)-3.168/2]×4=256.882m2,3,4,5,6 S2～6=5S=1284.412mS夹=[(3.3+2.4+2.1-0.24)(4.5-0.24)-3.168/2]×4=122.492m∑=1770.412m35水泥砂浆露面(3.3 3.3 1.20.24)(4.20.24)7.56 3.9629.9376S=++-⨯-=⨯=2m2S S m=⨯=4119.75总36.地砖楼面S=(2.1-0.24)(3.3-0.24)-0.12×(2.1-0.24)/5.47+(2.4-0.24)(3.3-0.24)/6.61=12.0776㎡2-6层S总=5S=(5.47+6.61)×2×5×2=241.56 ㎡37.踢脚线高150m2层以上长度：L=-+⨯-⨯+++-⨯⨯(3.30.24440.24)2(4.5 6.6 1.20.242)2(3.30.24)2(2.10.24 3.30.24)2(2.10.24 3.30.24)+-⨯+-+-⨯+-+-=⨯=⨯=82.164328.6451643.2夹层：L=(4.50.24 3.32 1.20.24)221.2(3.30.24)2-+⨯+-⨯+⨯+-⨯+-+-⨯=⨯=(2.10.24 3.30.24)248.124192.48m一层：⨯+++⨯++++L=(3.3414.2 1.2 1.2)2 3.3 1.85 3.3+++++++++⨯4.2 4.55.2 3.3 4.2 4.5 3.3 1.8 3.32+-⨯+⨯=(4.2 1.2)2 3.3290.3m算回柱（四面做）0.441117.6m⨯⨯=2∑=++=⨯=1642.3192.4817.61852.380.15277.86m38.水泥砂浆楼梯面(4.2-0.24)(2.4-0.24)=8.554m28.554m2×10+(3.6-0.24)×2.4×2=101.67m239.不锈钢栏杆(2.5×10+0.12+10+1.25)×2=55m40.水泥砂浆台阶S=(2.4-0.24)(1.4+2.24)=7.86m2S总=S×10+S1=78.62+4.51=83.14m241.内墙板抹灰一层左=[(3.3+0.24)×2×3.5+2.4×3.5+1.2×3.5+(17.24-0.24)×3.5 +(3.3-0.24-0.9×1.2)×2×3.5+(4.2+1.2+1.2)×2×3.5×2+2×3.5]=210.14 m2右=2×（4.5+4.2+3.3-0.24）3.5+1.6×3.5×2+(3.3+4.5-0.12+1.2+4.2) ×2×2=145.84m2∑左+∑右=355.98m2二层[(3.3-0.24)+(4.2-0.24)]×2×2.7-0.9×2.1-1.5×1.5+(3.3+4.2-0.48) ×2×2.7-0.9×2.1-2.1×2.5+（4.5-0.24+6.6-0.24）×2×2.7-1.5×1.5-0.9×2.1×4+3×2.7+1.2×2.7×2+（3.3-0.24+3.3-0.24）×2×2.7-0.9×2.1-1.5×1.5+（2.1-0.24+3.3-0.24）×2×2.7-0.9×1.5-0.9×2.1×2+(2.4-0.24+3.3-0.24)×2-0.9×2.1=185.5×4=742.2m22,3,4,5,6层∑=742.2×5=3711m2夹层(4.5-0.24+6.6+1.2-0.24)×2×1.7-0.9×2.4-1.5×0.9+1.2×2×1.7+4.2×1.7+(3.3-0.24+3.3-0.24+2.1-0.24)×2×1.7+(3.3-0.24+3.3-0.24+2.1-0.24+3.3-0.24) ×2=70.25m2×4=281m2∑总=355.98+3711+281=4347.98m 242.厨卫水泥砂浆抹灰[(2.1+2.4-0.48+3.3-0.24)×2+0.24×(3.3-0.24)]×2.7-0.7×2.1-0.8×2.1=37.06 m 2×4=148.25m 2∑=148.25m 2×4=593.1m 243.外墙抹灰 (外墙×面层高-门窗洞口)一层 (3.3×2×3.6-0.9×1.2×2)+3.3×3.6+(17.4-2.4-2.4-.24) ×3.6+17.2×3.6+(4.5+4.2+3.3) ×2×3.6+1.6×2×3.6=230.04m 22层以上 L 外=112.32112.32×2.8×5-(1.5×1.5×5-0.9×1.5×2) ×2×5=1486.98m 2∑=230.04+1486.98=1717.02m 244. 柱面抹灰工程量计算柱 截 面 : (400×400)全抹工程量 : 2×(0.4+0.4) ×3.6×15=86.4m 2抹3面 [0.4+(0.4-0.24)]×13=7.28m 2抹2面 0.4×0.4×13×2=4.16m 2∑=97.84m 245. 阳台楼板 （1.2m 高，内抹灰）()21.32 3.30.242 1.2 6.5m ⨯+-⨯⨯=共2252 6.5652130m m ⨯⨯=⨯=()211.20.122 2.40.24 1.1 4.752522 4.75295.04m -⨯+-⨯=⎡⎤⎣⎦⨯⨯⨯=22295.04130225.04m m m =+=∑阳台砼用量 ： 3225.040.122.5m ⨯=46. 内墙净抹灰夹层净面积： (3.3-0.24)2+(3.3-0.24)(2.1-0.24)+(4.5-0.24)(3.3×2-1.2-0.24) -1.2×0.24=36.74m 2S 夹=36.74m 2×4=146.96m 2∑=146.9m 26+384.9m 2+1609.45m 2=2143.31m 247.天棚一层 ① 5.1-9.68×0.12=3.94m 2② (2-0.12+5-0.24)(9-0.24)/2+(3.3-0.24)(5-0.24)=43.65m 2③ (12-0.24)(5.6-0.24)×2-(4.2+1.2)(2.4+0.24)×2=332.76m 2①+②+③=3.94m 2+43.65m 2+332.76m 2=380.35m 2二至六层 ③×5=380.55m 2×5=1901.75m 2夹层 (3.3+2.1-0.24)(3.3-0.24)×4+(4.5-0.24)(3.3×4+2.4-0.24)×2=194.03m 2∑=3.94+43.65m2+332.76m2+380.35m2+1901.75m2+194.03m2=2856.48m 2B.4 门窗工程可从门窗图里直接找出。