2010.11 土建造价员实操考试答案

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1、（五）2010年11月建筑（装饰）预算序号定额编号工程项目单位计算式工程量㈠建筑工程1建筑面积m2（4.2×4+0.24×2）×（2+1.8+3.8+0.24×2）-（4.2×3）×2-（4.2-0.24×2）×1.8=17.28×8.08－12.6×2－3.72×1.8107.7315-1脚手架100m2107.73/1001.0816-3大型机械m2107.73107.7318-10工程水电m2同上107.732土方工程1-55场地平整m2107.73×1.4150.811-25机挖沟槽运距35Kmm3挖土深度=2.3-0.4＝1.91-1中心线长=（4.2×4+0.0

2、6×2）×2＋（2＋1.8＋3.8＋0.06×2）×2＋1.8×2=52.88宽=1.7+0.3×2=2.3折算厚度=0.59体积1-1=（52.88×2.3×1.9+52.88×0.59×1.9）=290.3642-2长=（4.2-0.79×2-0.3×2）+（3.8-0.79×2-0.3×2）=3.64宽=1.5+0.3×2=2.1折算厚度=0.59体积2-2=（3.64×2.1×1.9+3.64×0.59×1.9）=18.604总体积=290.364+18.604=308.97308.971-57打钎拍底m21-1S1-1=1.7×52.88=89.8962-2S2-

3、2=1.5×【(4.2-0.79×2)+（3.8-0.79×2）=7.26S=S1-1+S2-2=89.896+7.2697.161-14房心回填m3①餐厅：S=(4.2-0.12×2)×(1.8+3.8-0.12-0.06)+4.2×(1.8+3.8-0.12×2)+（4.2+0.12-0.18）×（3.8-0.12×2）=21.463+22.512+14.738=58.713厚=0.4-0.14=0.26体积1=58.713×0.26=15.265②操作间、卫生间S=(4.2-0.12×2)×(2-0.12-0.18)+（4.2-0.12×2）×（1.8-0.12×2）

4、+（4.2-0.06-0.12）×（3.8-0.12×2）=(7.128+6.178+14.311)=27.617厚=0.4-0.1265=0.2735体积2=27.617×0.2735=7.553总体积=15.265+7.553=22.8222.824混凝土工程6-1C10基础垫层m3V1-1=52.88×1.7×0.1=89.896×0.1=8.99V2-2=【(4.2-0.79×2)+（3.8-0.79×2）】×1.5×0.1=4.84×1.5×0.1=0.726V=8.99+0.7269.72换6-6C35砼带形基础m31-1:长=52.88S=1.5×0.5V1-

5、1=52.88×1.5×0.5=39.662-2:长=（4.2-0.69×2）+（3.8-0.69×2）=5.24S=1.3×0.5V2-2=5.24×1.3×0.5=3.406V=39.66+3.406=43.06643.076-37C35砼带基肋1-1：S=0.36×1.7=0.612长：①、②和⑤轴=（2+1.8+3.8-0.36-0.12×2）×2=14③、④轴=（1.8-0.12-0.24）×2=2.8832.353A、B、C、D轴=（4.2×4-0.36×3-0.12×2）×2=30.96小计长=14+2.88+30.96=47.84V1-1=47.84×0.6

6、12=29.278序号定额编号工程项目单位计算式工程量2-2:S=0.24×1.7=0.408长=4.2+3.8-0.12×4=7.52V2-2=7.52×0.408=3.068V=29.278+3.0686-19C40框架柱m30.36×0.36×(1.7+4.1)×14=0.1296×5.8×1410.526-24C30屋面框架梁m3（1）WKL1（2）和WKL1（1）梁：S=0.36×0.50=0.18长=【(2+1.8+3.8)-0.36-0.12×2）】×2+（1.8+3.8）-0.12=×2=19.36V1=0.18×19.36=3.485（2）WKL2（2）:

7、S=0.36×0.4=0.144长=（1.8+3.8）-0.36-0.12×2=5V2=0.144×5×2=1.44（3）WKL3（1）与WKL3(4)S=0.36×0.45=0.162长=（4.2×4-0.36×3-0.12×2）×2=30.96V3=0.162×30.96=5.02（4）WKL4（1）：S=0.24×0.4=0.096长=4.2-0.12×2=3.96V4=0.096×3.96=0.389V=3.485+1.44+5.02+0.389=10.33410.336-29屋面板m3S=(4.2-0.1