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1、 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.挖基础土方独立基础土方 J1:3个 J2:9个 J3:2个 J4:8个 J5:3个 J6:5个 J7:2个 J8:4个 J9:1个 J10:1个 J11:1个 独立基础土方量：V= 330.35m3 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+4.21.42+2.41.7+
2、(3.3-0.85)2+4.521.4+2.41.7=48.35m32=96.7m3挖基础土方：V=330.35m3+96.7m3=427.05m33.土方回填：V=1.123+2.129+2.522+1.528+1.923+2.325+2.822+1.824+2.31.31+3.021.0+3.383.01.0=161.87m3V= 4. 底层空心砖墙： （填充高度H=3m ） L=(1.8+3.3)*2-0.24=9.96m V120= 9.96*0.12*3=3.59m3 5. 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、.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=0.162m3 1.67+0.162=1.832m3 V240= （80.74*3-79.98）*0.24-1.832=37.11m3 6. 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
4、.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=0.35m3 1.81+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.
5、32+1.23+3.3+2.4+(3.3+2.1)2+4.5+3.33= 41.1m0.24m3.3m =32.55m34=130.20m3= V26+V夹=583.01+130.20=713.21m37.台阶工程量 (4.5+4.2+3.3+1.8)0.9+(3.34+2.4)1.8+(3.32+4.52)1.2+(3.3+1.0)1.2+2.01.20.15=9.77m3 8.蹲台 9. 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 宽 1.0m 长a.(3.3-0.85)4=9.8m b.3.3-0.78-0.9+(3.3-0.78-1)2+3.3-1
6、-0.93=6.03m (1+0.2)0.1+10.6+1.40.24=1.056m2 (9.8+6.03)m1.056m2 =16.77m3 宽1.4m 长 (4.2+1.2)4=21.6m (1.4+0.2)0.1+1.40.6+1.40.24=1.336m2 1.336m221.6m=28.86m3 宽 1.7m 长 2.42=4.8m(1.7+0.2)0.1+1.70.6+1.40.24=1.546m24.8m1.546m2=7.42m3 =16.72m3+28.86m3+7.42m3=53m314.独立基础，砼用量J1:3个 30.41.40.4=2.568 m3 J1=2.568m
7、3J2:9个 J3:2个 J4:8个 J5:3个 J6:5个 J7:2个 J8:4个 J9：1个 J10:1个 2.920.3+(0.44+0.5)(0.34+0.44)0.3+(0.8+0.5)(0.34+0.8)0.3+1.10.40.42=6.00m3J11:1个 3.282.90.3+(0.8+0.43+0.48)(0.34+0.44)0.3+0.82(0.34+0.8) 0.3+1.12+0.40.4=5.194 =73.39m315.基础梁JL-1: L1=(3.3+9.68)=12.98m S1=0.250.35=.0.875m2 V1=12.98m0.0875m2=1.136m
8、3JL-2: L=（14.2+4.5+3.3）+4.5+4.5+3.32+2.4+(3.34+2.4)+4.52+(4.5+4.2+3.3) 3+3.32+(2.0+2.309+0.691)=102.2S2=0.250.3=0.075V2=102.2m0.075m2=7.665m316 框架梁砼用量 （梁高算至板底）1=7.89m3 （未含悬梁） 共五根，L6: L1：弧形：2=3.5m3直悬梁：0.240.25(1.2-0.2)=0.06m39=0.54m33=1.54m3=1+2+3= 32m3+1.54m3+3.5m3=37.04m317.框架柱 41个0.40.4413.6=23.62
9、m318 构造柱 54根 （高度均为圈过梁底下2.5 m）加工面马牙槎，一个马牙槎体积 V4=0.144+0.0043212=0.19m3=2V1+10V2+8V3+6V4=4.62m3 4.622=9.24m3/层 9.24m36=55.44m319.圈梁一层 QL1 L=(4.2+4.5+3.3）4+4.52+3.3+4.52+3.32+(3.34+2.4)=91.5mQL L=4.52+3.32=15.6mV1=91.50.240.3+15.60.240.18=7.26m3 二六层 QL1 L=(4.2+4.5+3.3)+(3.34+2.4)+(3.3+2.1+2.4)2+(4.2+4.
10、5+3.3)+(3.34+2.4)(4.2+3.3+4.5) 2=94.8m QL L=3.34+(3.3+2.1+2.4+2.4+2.1)+3.32+2.4+3.34+4.22+3.34+(3.34+2.4) 2+4.22=108.9m V2=(108.90.240.18+94.80.240.3)5=57.65m3夹层 QL1 L=94.8mQL L=3.35+3.34+4.22+（3.34+2.4）2+3.33+4.22+(3.34+2.4)=96m V3=94.80.240.3+960.240.18=10.97m3=V1+V2+V3=75.88m320.过梁 L=(3.72+0.5)+(
11、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 =203.86m V=203.86m0.24m0.24m=11.76m321 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) 20.23.6=34.01 m322.无梁板 (板厚300)(3.34
12、+2.4+0.24)(4.2+4.5+3.3+0.24)+1.24.8-2.4(4.2+1.2+0.24)-270.240.242=369.1m22，3，4，5，6 369.1m25=1845.5m2 夹层 (3.32+1.2+0.24)4.5+3.53.3+(2.1+0.24)-80.240.24 =55.46m24=221.84m223.有梁板 （板厚600） 右=（3.34+2.4）（4.2+4.5+3.3+0.24）-200.40.4-（4.5+1.2）2+2.4+（3.3-0.4-0.1）22-(2.4-0.2) (4.2+1.2-0.1)=137.284m2左=137.284+（4
13、.5+3.3）（2+2.30+0.691）-0.4-0.43+（4.5+2.0+0.54.53）=191.554=191.554+137.284=328.838m20.6m=197.30m324.栏板 阳台栏板V1=199.60.12+0.120.123=27.36m3女儿墙 东面 1.321.20.12=0.3744m3 西面 (1.2+5.0+1.1+3.3)1.20.12=1.5264m3 北面 (2.422)1.20.12=1.3824 m3 南面 (3.34) 1.20.12=1.9008m3 V栏板=27.36m3+5.18m3=32.54m325.楼梯S总= S1+10S2=86.184+6.7032=75.6526.散水工程量 （900宽） （1.2+3.3+4.5+4.2+1.5+3.34+2.4+0.92+2.4）0.9=37.05m227. 任务说明书中已经给出28. 任务说明书中已经给出
