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ID:22790138
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页数:14页
时间:2018-10-31
《广联达培训楼工程量计算》由会员上传分享,免费在线阅读,更多相关内容在应用文档-天天文库。
1、广联达培训楼工程量计算1、建筑面积:m2首层:11.6×6.5=75.4m2二层:11.6×6.5=75.4m2阳台:4.56×1.2×1÷2=2.736m2建筑总面积:75.4+75.4+2.736=153.536m2132、平整场地面积:m21311.6×6.5=75.4m23、土方量:m3H=(-0.45)-(-1.6)=1.15m垫层长:11.6+0.35×2=12.3m垫层宽:6.5+0.35×2=7.2mV=(a+2c)(b+2c)h=(12.3+0.3×2)×(7.2+0.3×2)×1.15=115.7m34、C10砼垫层:m3V=
2、垫层长×垫层宽×垫层厚=(11.6+0.35×2)×(6.5+0.35×2)0.1=8.856m3垫层模板m2S=(11.6+0.35×2+6.5+0.35×2)×2×0.1=3.9m25、C25满堂基础(有梁式):m3V□=(11.6+0.25×2)(6.5+×2)0.3=25.41V△=1/2×0.15×0.1×[11.6+(0.1+0.075)×2+6.5+(0.1+0.075)×2]×2=0.282m3V=25.41-0.282=25.128m3基础梁砼体积:m3①④2JL2(1):(6-0.25×2)×0.5×0.12×2=1.1m3②
3、③2JL3(2):[(3.3-0.25-0.2)+(2.1-0.25-0.2)]×0.4×0.2×2=0.816m3AC2JL1(3):[(3.3-0.25-0.2)×2(4.5-0.2-0.2)]×0.5×0.2×2=1.96m3BJL4(4.5-0.2-0.2)×0.4×0.2=0.328m3V梁=1.1+0.816+1.936+0.328=4.204m3V总25.128+4.204=29.332m3基础模板:m2V=(11.6+0.25×2+6.5+0.25×2)×2×0.2=7.64m2梁的模板:m2①④2JL2(1):(6-0.25×2
4、)×0.2×2×2=4.4m2②③2JL3(2):[(3.3-0.25-0.2)+(2.1-0.25-0.2)]×0.2×2×2=4.08m2AC2JL1(3):[(3.3-0.25-0.2)×2(4.5-0.2-0.2)]×0.2×2×2=7.84m2BJL4(4.5-0.2-0.2)×0.2×2=1.64m2梁的模板:S=4.4+4.08+7.84+1.64=17.96m2C30砼框架柱(-1.2~±0.00):m34Z1=0.5×0.5×1.2×4=1.2m34Z2=0.5×0.4×1.2×4=0.96m32Z3=0.4×0.4×1.2×2
5、=0.384m3C30砼框架柱的总体积=1.2+0.96+0.384=2.544m3C25砼框架柱(±0.00~7.17):m34Z1=0.5×0.5×7.17×4=7.17m34Z2=0.5×0.4×7.17×4=5.736m32Z3=0.4×0.4×7.17×2=2.2944m3C25砼框架柱的总体积=7.17+5.736+2.2944=15.2004m3框架柱的模板(-1.2~7.17):m24Z1=0.5×4×(1.2+7.17)×4=66.96m24Z2=(0.5+0.4)×2×(1.2+7.17)×4=60.264m22Z3=0.4×
6、4×(1.2+7.17)×2=26.784m2小计:66.96+60.264+26.784=154.008首层梁与柱交叉部分模板的面积:m24Z1=0.37×0.5×2×4=1.48m24Z2=(0.37×0.5×2+0.24×0.5)×4=1.96m22Z3=0.24×0.5×3×2=0.72m2小计:1.48+1.96+0.72=4.16m2二层梁与柱交叉部分模板的面积:m24Z1=0.37×0.65×2×4=1.924m2134Z2=(0.37×0.65×2+0.24×0.5)×4=2.404m22Z3=0.24×0.5×3×4=0.72m
7、2小计:1.924+2.404+0.72=5.048m2框架柱的模板=154.008-4.16-5.048=144.8m2C25砼女儿墙构造柱:m34Z–=(0.24×0.24×0.54+0.24×0.03×0.54×2)×4=0.156m34Z∟=(0.24×0.24×0.54+0.24×0.03×0.54×2)×4=0.156m3V总=0.156+0.156=0.312m3模板的面积:m24Z–=(0.24+0.006×2)×0.54×2×4=1.555m24Z∟=(0.24+0.006)×0.54×2×4+0.006×0.54×2×4=1.
8、555m2S总=1.555+1.555=3.11m23.57mC25砼框架梁m3①④2KL2(1):(6-0.25×2)×0.37×0.
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