工程造价课程设计

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目录一.土石方工程 (1)1.1平整场地(项目编码:010101001) (1)1.2挖土方(项目编码:010101002) (1)1.3挖基础土方(项目编码:010101003) (1)二.土石方回填(分部编码:010103) (2)三.砌筑工程 (3)3.1空心砖墙、砌块墙(项目编码:010304001) (3)3.1.1第一层楼砖墙工程量 (3)3.1.2第二、三、四、五楼砖墙工程量 (3)3.1.3屋顶砖墙工程量 (4)四.混凝土及钢筋混凝土工程 (5)4.1现浇混凝土基础(分部编码:010401) (5)4.2现浇混凝土柱(分部编码:010402) (5)4.2.1矩形柱(项目编码:010402001); (5)4.3.1地圈梁(项目编码:010403001): (5)4.3.2圈梁(项目编码:010403004) (6)4.3.3矩形梁(项目编码 010403002) (6)4.3.4过梁(项目编码:010403005); (8)4.4现浇混凝土板(分部编码:010405) (8)4.4.1 有梁板(项目编码:010405001) (8)4.4.2挑檐板(项目编码:010405007) (9)4.4.3雨篷、阳台板(项目编码:010405008) (9)4.4.4其他板(项目编码:010405009) (9)4.5现浇混凝土楼梯(分部编码:010406) (9)五.实习感想 (13)致谢 (14)参考文献 (15)一.土石方工程1.1平整场地(项目编码:010101001)S=(60.3+0.12+0.12)*(12.2+0.12+0.12)=753.12(m²)1.2挖土方(项目编码:010101002)挖土深度:0.15-0.06=0.09m挖土量:753.12*0.09=67.78(m³)1.3挖基础土方(项目编码:010101003)挖土深度:1.35+0.1-0.15=1.3m基槽宽度1-1:0.65+0.65+0.1+0.1=1.5m2-2:1.25+1.25+0.1+0.1=2.7m3-3:2.6+0.8+0.1+0.1=3.6m4-4:1.25+1.25+0.3+0.1+0.1=3.0m长度:外墙基槽1-1:3.5+1.8+2.6+1.8+3.5+3.5+1.8+2.6+1.8+3.5+3.5+1.8+2.6+1.8+3.5+3.5+1.8+2.6+1.8+3.5+2.0+2.0+60.3=117.1m2-2:0.9+0.9+3.3+3.3+0.9+0.9+0.3+0.9+0.9+3.3+0.6+1.8+4.5+3.3+0.6+1.8+4.5=32.7m3-3:3.3+0.6+3.3+0.6=7.8m内墙基槽1-1:(2.6+2.7+2.7-1.35*4)*4=10.4m2-2:(1.8+4.5-0.75)*8+(2.0+3.3-0.75)*8+(1.8+4.5+2.0+3.3-0.75-0.75)*8+(1.8+4.5+2.0-0.75-1.35)*2+(3.5-0.75-1.35)*8=185.2m4-4:1.8+4.5+2.0-0.75-1.35=6.2m挖基础土方量:(117.1+10.4)*1.5*1.3+(32.7+185.2)*2.7*1.3+7.8*3.6*1.3+6.2*3.0*1.3=1074.14m³二.土石方回填(分部编码:010103)土(石)方回填(项目编码:010103001)室外地坪以下埋入物体积1-1:(0.1*1.5+0.3*1.3+0.12*0.36+0.78*0.24)*(117.1+10.4)=98.226m³2-2:[0.1*2.7+0.2*2.5+(0.46+2.5)*0.15/2+0.12*0.36+0.0.73*0.24]*(32.7 +185.2)= 244.9196m³3-3:[0.1*3.6+0.2*3.4+(2.26+3.4)*0.25/2+0.12*2.16+0.63*0.24*2]*7.8=18.01m³4-4:[0.1*3.0+0.2*2.8+(0.76+2.8)*0.15/2+0.12*0.66+0.24*0.73*2]*6.2=9.65m³基础回填:1148.5-(98.226+244.9196+18.01+9.65)=777.694m³室内回填:[(3.5-0.24)*(1.8+4.5-0.24)*8+(2.7-0.24)*(1.8+4.5-0.24)*8+(2.6-0.24)*(1.8+4.5)*4+(1.8-0.24)*(3.3+2.0-0.24)*8+(2.6-0.24)*(3.3+2.0-0.24)*4+(3.5-0.24)*(2.0+3.3-0.24)*8+(2.0-0.24)*0.9*8]*0.09=53.11m³回填土:777.694+53.11=805.31m³余土外运:1074.14-830.804=268.83m³三.砌筑工程3.1空心砖墙、砌块墙(项目编码:010304001)3.1.1第一层楼砖墙工程量1.外墙中心线长度L1=60.54*2+12.44*2+(0.6-0.12)*3+1.38*8+(3.3+0.6)*6+0.6*8+1.8*8=201m2.内墙净长度L2=(10.6-0.24-0.24)*8+(9.8-0.24)*8+3.3*2*3+(8.3-0.24)*3+(6.2-0.24)*2 +(2.7+3.5+3.5+2.7-0.24)*3=249.82m3.门窗面积门窗面积=1*2.6*16+2.7*2.6*16+1*2.1*4=162.32(m²)4.混凝土圈梁体积=(201+249.82)*0.24*0.18=19.48m ³5.构造柱体积=[0.24*0.24*27+0.24*0.37*29+0.24*0.52*9+(0.24*0.62+0.24*0.38)*4+(0.24*0.52+0.06*0.3)*4]*3*2=24.4m³6. 过梁体积=0.24*0.18*[(1+0.5)*16+(2.7+0.5)*16+(1+0.5)*4]=3.5m³砖墙工程量=(墙长*墙高-门窗洞口面积)*墙厚+应并入墙体体积-应扣除体积砖墙工程量=(201*3+249.82*3-162.32)*0.24-19.5-24.4=241.7m ³3.1.2第二、三、四、五楼砖墙工程量1.外墙中心线长度L1=(4.5+2+3.3+0.6)*2+60.54*2+0.6*11+(3.3+0.6)*6=171.88m2.内墙净长度L2=(3.3+2+4.5-0.24*3)*8+(2+3.3-0.24-0.24)*8+(4.5-0.24)*4+(4.5+2-0.24)*3+(60.54-2.65*8-0.24)+(3.5+1.8-0.24)*8=223.88m3.门窗面积(1)门的面积S1=1*2.1*8+0.9*2.1*16+0.8*2.1*8+0.8*2.1*8+2.7*2.7*8=132.24(m²)(2)窗的面积S2=1.8*1.7*8+0.9*1.7*8+0.66*1.7*6+1.2*1.7*2+1.5*1.2*4+1.8*1.7*8=79.2(m²)门窗面积=211.44 (m²)4.混凝土圈梁体积V1=(171.88+223.88)*0.24*0.18=17m ³5.构造柱体积V2=0.24*0.24*106*3+4*0.3*0.3*3+0.18*0.24*8*3=20.4m ³6.过梁体积V3=[(1+0.5)*8+(0.9+0.5)*16+(0.8+0.5)*8+(0.8+0.5)*8+(2.7+0.5)*8+(1.8+0.5)*8+(0.9+0.5)*8+(0.66+0.5)*6+(1.2+0.5)*2+(1.5+0.5)*4+(1.8+0.5)*8]*0.24*0.18=6.4m³砖墙工程量=(墙长*墙高-门窗洞口面积)*墙厚+应并入墙体体积-应扣除体积砖墙工程量=(171.88*3+223.88*3-211.44)*0.24-17.1-20.4=196.7m ³3.1.3屋顶砖墙工程量1. 外墙工程量计算外墙中线长度=(1.8+4.5+2+3.3)*2=11.6m外墙工程量=11.6*0.24*3/2=4.2m³2.内墙工程量计算轴线D长= 60.54-2.6*3-0.9*16-0.9*2=36.54m轴线D墙工程量=36.54*2.7*0.24=23.7m³轴线C墙长=60.54-0.9*8=53.34m轴线C的门窗面积=1.5*0.6*8+1*2*4=15.2(m²)轴线C工程量=(53.54*2.8-15.2)*0.24=32.33m³内墙工程量=23.7+32.33=56.03m³屋顶砖墙工程量=4.2+56.03=60.23m ³砖墙总工程量=241.7+196.7*4+60.23=1088.73m ³四.混凝土及钢筋混凝土工程4.1现浇混凝土基础(分部编码:010401)带形基础(项目编码:010401001);4.1.2垫层(010*********):1-1: 0.1*1.5*(117.1+10.4)=19.125m³2-2: 0.1*2.7*(32.7+185.2)=58.833m³3-3: 0.1*3.6*7.8=2.808m³4-4: 0.1*3.0*6.2=1.86m³垫层总工程量=19.125+58.833+2.808+1.86=82.626m³4.1.3带形基础:1-1: 0.3*1.3*(117.1+10.4)=49.7252-2: [0.2*2.5+(0.46+2.5)*0.15/2]* (32.7 +185.2)=157.32383-3: [0.2*3.4+(2.26+3.4)*0.25/2]*7.8=0.17794-4: [0.2*2.8+(0.76+2.8)*0.15/2]*6.2=5.1274带形基础工程量=49.725+157.3238+0.1779+5.1274=212.35m³4.2现浇混凝土柱(分部编码:010402)4.2.1矩形柱(项目编码:010402001);一层:[0.24*0.24*27+0.24*0.37*29+0.24*0.52*9+(0.24*0.62+0.24*0.38)*4+(0.24*0.52+0.06*0.3)*4]*3*2=24.4m³二﹑三﹑四﹑五层:0.24*0.24*106*3+4*0.3*0.3*3+0.18*0.24*8*3=20.4m³屋顶:0.24*0.24*36=2.07m³4.3现浇混凝土梁(分部编码:010403)4.3.1地圈梁(项目编码:010403001):1.外墙中心线长度L1=60.54*2+12.44*2+(0.6-0.12)*3+1.38*8+(3.3+0.6)*6+0.6*8+1.8*8=201m2.内墙净长线长度L2=(10.6-0.24-0.24)*8+(9.8-0.24)*8+3.3*2*3+(8.3-0.24)*3 +(6.2-0.24)*2+(2.7+3.5+3.5+2.7-0.24)*3=249.82m地圈梁:0.24*0.24*(201+249.82)=25.97m³4.3.2圈梁(项目编码:010403004)一层:1.外墙中心线长度L1=60.54*2+12.44*2+(0.6-0.12)*3+1.38*8+(3.3+0.6)*6+0.6*8+1.8*8=201m2.内墙净长线长度L2=(10.6-0.24-0.24)*8+(9.8-0.24)*8+3.3*2*3+(8.3-0.24)*3 +(6.2-0.24)*2+(2.7+3.5+3.5+2.7-0.24)*3=249.82mV=0.24*0.18*(201+249.82)=19.48m³二﹑三﹑四﹑五层:1.外墙中心线长度L1=(4.5+2+3.3+0.6)*2+60.54*2+0.6*11+(3.3+0.6)*6=171.88m2.内墙净长度L2=(3.3+2+4.5-0.24*3)*8+(2+3.3-0.24-0.24)*8+(4.5-0.24)*4+(4.5+2-0.24)*3+(60.54-2.65*8-0.24)+(3.5+1.8-0.24)*8=223.88mV=0.24*0.18*(171.88+223.88)=17.10m³坡屋顶:长度:60.3+4.5*14+58.5=181.8mV=0.24*0.18*181.8=7.85m³圈梁:19.48+17.1*4+7.85=95.73m³4.3.3矩形梁(项目编码 010403002)一层:L1: 2.7*0.24*0.5*8=2.592mL2: 2.36*0.35*0.4*4=1.3216mL4: (1.5*3+1.8-0.23-0.175*6-0.24)*0.3*0.3*16=6.8832mL5:(1.8+3.5-0.12*4)*0.24*0.35*8=3,911mL6:(2-0.24)*0.24*0.3*8=1.0138mL7:(2.6-0.24)*0.35*0.4*8=2.6432mL8:(3.5*2+2.7*4+2.6*2+3.22*2-0.4*6-0.12*14+0.56-0.24)*0.24 *0.3*2=3.6978mL9:(1.5-0.439-0.121)*0.24*0.3*8=0.5414mL10:(2.599-0.439-0.25)*0.24*0.3*4=0.5501mQL: [(1.8+4.5+2-0.24)*6+(3.3+0.6-0.24)*8+(1.8+4.5-0.48)*8+(2.0+3.3+0.6-0.72)*8+(3.3+2.0+4.5+1.8-0.12*8)*8+(1.8+2.6+1.8-0.24*3)*4+(0.9-0.24)*8+(3.5+2.7-0.48)*8]*0.24*0.18= 13.9847m一层矩形梁体积:V=2.592+1.3216+7.728+6.8832+3,911+1.0138+2.6432+3.6978+0.544 +0.5501+13.9847=45.15二﹑三﹑四﹑五层:L5:(1.8+3.5-0.12*4)*0.24*0.35*8=3.2390mL6:(2.0-0.12*2)*0.24*0.3*8=1.0138mL11:(2.7-0.12*2)*0.24*0.4*8=1.8893mL12:(4.0*2-0.12*4)*0.24*0.35*4=2.5267mL13:(1.8-0.12*2)*0.24*0.3*8=0.8986mQL: [(4.5+2.0-0.48)*6+(3.3+0.6-0.24)*16+(4.5-0.24)*8+(3.3 +2.0-0.24*3)*8+(4.5+1.8-0.24)*4+(3.5-0.24)*8+(1.8*2+2.6-0.24*3)*4+(0.9-0.24)*8+(3.5-0.24)*8+(2.6-0.24)*4+(3.5*2+2.7*2+2.6-0.24*7)*4]*0.24*0.18=14.3303m二﹑三﹑四﹑五层矩形梁体积:V=3.2390+1.0138+1.8893+2.5267+0.8986+14.3303=23.63坡屋顶:L15:(6.2*4+2.6*2-0.12*12)*0.24*0.5*2=6.8544mQL: [(3.3+0.6-0.24)*16+(4.5+2.0-0.24)*6+(4.5-0.24)*8+(3.3+2.0-0.24*3)*8+(3.5-0.24)*8+(2.6+1.8*2-0.48)*4+(3.5+1.8+0.9-0.24*3)*8+(3.5*2+2.7*2+2.6-0.24*5)*4+(3.5-0.24)*8]*0.24*0.18=14.7277mV=0.8064+6.8544+14.7277=22.39矩形梁体积:45.15+23.63*4+22.39=162.064.3.4过梁(项目编码:010403005);一层:过梁体积:0.24*0.18*[(1+0.5)*16+(2.7+0.5)*16+(1+0.5)*4]=3.5m ³二三四五层:过梁体积: [(1+0.5)*8+(0.9+0.5)*16+(0.8+0.5)*8+(0.8+0.5)*8+(2.7+0.5)*8+(1.8+0.5)*8+(0.9+0.5)*8+(0.66+0.5)*6+(1.2+0.5)*2+(1.5+0.5)*4+(1.8+0.5)*8]*0.24*0.18=6.4m³过梁总体积:3.5+6.4*4=29.1m³4.4现浇混凝土板(分部编码:010405)4.4.1 有梁板(项目编码:010405001)(1)第一层楼板工程量楼板=(60.3+0.24)*(8.3+0.24)*0.1+(3.3+0.6)*(3.5+0.24)*0.1*8+3.3*(1.8+1.8+2.6-0.24)*0.1*4=71.23m ³(2)第二到五层楼楼板工程量楼板工程量=(60.3+0.24)*(6.5+0.24)*0.1+(3.3+0.6)*(3.5+0.24)*0.1*8+(1.8*3.3*0.1)*8*4=228.88m ³(3)现浇混凝土板的总工程量=71.23+228.88=300.11m ³4.4.2挑檐板(项目编码:010405007)挑檐板工程量=0.6*0.1*1.8*8*4=3.44m ³4.4.3雨篷、阳台板(项目编码:010405008)阳台板工程量= 1.8*(4+4+0.24)*0.1*4*4=23.6m ³4.4.4其他板(项目编码:010405009)其他板工程量= 0.6*0.1*0.8*32=1.56m ³现浇混凝土板总工程量=300.11+3.44+23.6+1.56=328.7m ³4.5现浇混凝土楼梯(分部编码:010406)现浇混凝土楼梯工程量=(2.6-0.12*2)*(1.55-0.12+2.43+1.32-0.12)*5=60(m²)混凝土总工程量=46.87+86.626+212.35+25.97+95.73+162.06+29.1+328.7+60=1047.4m ³分部分项工程量清单工程名称:预算书第1页共3页五.实习感想本次概预算的课程设计时间为一个星期,通过这一个星期的摸索滚打,由对概预算的一点书面知识到将其运用在了一个完整的设计计算,自己学会了不少东西。