2二～六7 层顶板 板厚80 2二～六8 层顶板 板厚100 V板=6.296×5 =31.48 m 33m .48 31 V板=31.364×5 =156.82 m3 3m 156.82 2雨篷板 9 （一）雨篷板 V1=（3.3+0.24）×1.3×0.3×2 =2.761 V2=（3.3+3.6+0.24）×1.3×0.3×2 =5.57 （二）单元入口雨篷板 V3=（2.4+0.24）×0.9×0.3×3 =2.138 V总= V1+ V2+ V3 =2.761+5.57+2.138 =10.469 m3 3m 10.469 序号 项目首层至二层： 楼梯间净宽： 0 土 直形楼梯 A=2.4-0.24 =2.16 楼梯间长度： L=1.45+2.340+0.26
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2工程量计算式 位 单m数量 10名称 3混凝4.976
=4.05 S1=2.16×4.05×3 =26.244 m2 二层至六层： 楼梯间净宽： A=2.4-0.24 =2.16 楼梯间长度: L=1.45+2.340+0.26 =4.05 S2=2.16×4.05×9 =78.732 S总= S1+ S2 =26.244+78.732 =104.976 m2 3混凝土 1 散水 散水面积=散水长×散水宽 (45+10.8×2+3.3+2.4+2.3+2.1+2.4+2.1+3.3+2.4 +3.3)×1.2+1.2×1.2×4 =108.24+5.76=114 m2 2m 4 11序号 2 项目 工程量计算式 位 （一） 室外台阶 S1=3.06×0.5 =1.53 S2=（3.6-0.24）×0.5 =1.68 S外=S1×4+ S2×2 =1.53×4+1.68×2 =6.12+3.36 =9.48
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2单m数量 78名称 混凝3土 台阶 .686
(二)室内台阶 S内=（2.34+0.3）×（2.4-0.24）÷2×12 =5..34×12.96 =69.206 S总= S外+ S内 =9.48+69.206 =78.686 m2 钢筋用量计算表
序项目号 3 工程量计算式 位 单t 数量 0.284 名称 钢筋长度=构件长度-2×端部保护层厚度+2×端地圈3部弯钩增加长度 梁 直筋 4Φ12钢筋总长： L1-1=(4.2+2×0.24÷4-2×0.035+2×0.075)×6 +（4.2+1.3+0.24÷4+0.12-2×0.035+2 ×0.075）×6+（4.2+3.3+2×0.24÷4-2 ×0.035+2×0.075）×2 =26.4+34.56+15.4 =76.36 L2-2=(3.3+3.9+1.8+2.1+3.2+2×0.24÷4 -2×0.035+2×0.075)×2+(2.3+3.3+3.3 +2×0.24÷4-2×0.035+2×0.075) +(3.3 +3.3+2×0.24÷4-2×0.035+2×0.075)×4 +（3.6+2.1+2×0.24÷4-2×0.035+2
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×0.075）×2+（3.3+2×0.24÷4-2×0.035 +2×0.075）×9+（2+2×0.035+2×0.075）×3 =29+9.1+27.2+11.8+31.5+6.6 =115.2 L3-3=(3.3+2×0.24÷4-2×0.035+2×0.075)×2 +(2.4+0.24-2×0.035+2×0.075)×3 =7+8.16 =15.16 序项目号 3 3名称 地圈梁 直筋 工程量计算式 单数量 L4-4=(3.3+3.9+1.8+2.1+3.2+0.24-2×0.035+2 位 m ×0.075)×2+(1.3+1.3-2×0.035+2×0.075） ×0.035+2 ×0.075) +(45+2×0.24÷4-2×0.035+2 ×0.075) +(11.04-0.12+0.24÷4-2×0.035 +2×0.075)×2 =29.24+5.6+11.52+45.2+22.12 =113.68 L承总= L1-1+ L2-2+ L3-3+ L4-4 =76.36+115.2+15.16+113.68 =320.4 m 合计：320.4×0.8887=0.284 t 2+(2.3+3.3+3.3+2.3+0.24-2×34 地圈梁 箍筋 箍长度=每箍长度×个数 =（构件断面周长-8×混凝土保护层厚度+2×弯钩增加长度）×个数 箍筋（Φ6@200）： L1-1=(0.24×4-8×0.035+2×0.077) ×[(76.36-2×0.075×14)÷0.2+1] =0.834×373 =311.082
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t 41 0.3
L2-2=(0.24×4-8×0.035+2×0.077) ×[(115.2-2×0.075×21)÷0.2+1] =0.834×562 =468.708 L3-3=(0.24×4-8×0.035+2×0.077) ×[(15.16-2×0.075×21)÷0.2+1] =0.834×74 =61.716 L4-4=(0.24×4-8×0.035+2×0.077) ×[(113.68-2×0.075×21)÷0.2+1] =0.834×564 =470.376 L箍总=311.082+468.708+61.716+470.376 =1311.882 m 合计：1311.882×0.26=0.341 t
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