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1、广联达培训楼工程量计算1、建筑面积：m2首层：11.6 X6.5=75.4m2二层：11.6 X6.5=75.4m2阳台：4.56X 1.2X 1 + 2=2.736 m2建筑总面积：75.4+75.4+2.736=153.536 m22、平整场地面积：m211.6X 6.5=75.4 m23、土方量：m3H=(-0.45)-(-1.6)=1.15m垫层长：11.6+0.35X 2=12.3m垫层宽：6.5+0.35X 2=7.2 mV= (a+2c) (b+2c)h=(12.3+0.3X2) X (7.2+0.3X2) X 1.15=115.7m34、C10碎垫层：m3V=垫层长X垫层宽 X
2、垫层厚 =(11.6+0.35X 2) X (6.5+0.35X 2) 0.1=8.856 m3 垫层模板m2S= (11.6+0.35X 2+6.5+0.35X2) X2X0.1=3.9 m25、C25满堂基础(有梁式)：m3Vd = (11.6+0.25X2) (6.5+X2) 0.3=25.41Va=1/2 X0.15X0.1X 11.6+(0.1+0.075) X 2+6.5+(0.1+0.075) X2 X 2=0.2823 mV=25.41-0.282=25.128 m3基础梁碎体积：m32JL2(1): (6-0.25X2) X 0.5X0.12X2=1.1 m3 2JL3(2)
3、: (3.3-0.25-0.2) + (2.1-0.25-0.2) X 0.4X 0.2 X 2=0.816 m3 AC2JL1 (3): (3.3-0.25-0.2) X2 (4.5-0.2-0.2) X 0.5X 0.2X 2=1.96 m3 BJL4 (4.5-0.2-0.2) X 0.4X 0.2=0.328 m3V 梁=1.1+0.816+1.936+0.328=4.204 m3V 总25.128+4.204=29.332 n?基础模板：m2V= (11.6+0.25X2+6.5+0.25X2) X 2X0.2=7.64 m2梁的模板：m2 2JL2(1): (6-0.25X 2)
4、X 0.2X 2X 2=4.4m22JL3(2): (3.3-0.25-0.2) + (2.1-0.25-0.2) X 0.2X 2X 2=4.08 m22AC2JL1 (3): (3.3-0.25-0.2) X2 (4.5-0.2-0.2) X 0.2X 2 X 2=7.84 m2 BJL4 (4.5-0.2-0.2) X 0.2X2=1.64 m2梁的模板：S=4.4+4.08+7.84+1.64=17.96 n2C30 碎框架柱(-1.2 0.00): m34Z1=0.5X0.5X 1.2X 4=1.2 m34Z2=0.5 X 0.4X 1.2 X 4=0.96 m32Z3=0.4 义
5、0.4X 1.2 义 2=0.384 m3C30 碎框架柱的总体积=1.2+0.96+0.384=2.544 mC25 碎框架柱(土 0.00 7.17): m3 4Zi=0.5X0.5X 7.17X4=7.17 m3 4Z2=0.5X0.4X 7.17X4=5.736 m32Z3=0.4X0.4X 7.17X 2=2.2944 m3C25 碎框架柱的总体积=7.17+5.736+2.2944=15.2004 m3框架柱的模板(-1.27.17): m2一_，一 _一一一 24Z1=0.5X4X (1.2+7.17) X 4=66.96 m24Z2= (0.5+0.4) X 2X ( 1.2+
6、7.17) X 4=60.264 m22Z3=0.4X4X (1.2+7.17) X 2=26.784 m2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=0.37X 0.5X 2 义 4=1.48 m24Z2= (0.37X0.5X 2+0.24X0.5) X 4=1.96 m22Z3=0.24X 0.5X 3 义 2=0.72 m2小计：1.48+1.96+0.72=4.16 m2二层梁与柱交叉部分模板的面积：m224Z1=0.37X 0.65X 2 X 4=1.924 m24Z2= (0.37X0.65X2+0.24X0.5) X 4
7、=2.404 m22Z3=0.24X 0.5X 3 X 4=0.72 m2小计：1.924+2.404+0.72=5.048 m2框架柱的模板=154.008-4.16-5.048=144.8 m2C25碎女儿墙构造柱：m34Z = (0.24X0.24X0.54+0.24X0.03X0.54X2) X 4=0.156 m34Zl= (0.24X0.24X0.54+0.24X0.03X0.54X2) X 4=0.156 m3V 总=0.156+0.156=0.312 N模板的面积：m24Z = (0.24+0.006X2) X 0.54X2X4=1.555 m24Zl= (0.24+0.006
8、) X 0.54X2X4+0.006X0.54X2X4=1.555 m2S 总=1.555+1.555=3.11 M3.57mC25碎框架梁m32KL2 (1): (6-0.25X2) X 0.37X 0.4X 2=1.628 m32KL4 (2): (6-0.25X2-0.4) X 0.24X 0.4X 2=0.979m3 A2KL3 (3): (11.1-0.25X 2-0.4X 2) X 0.37 X 0.4=1.4504 m3 3C2KL1 (3): (11.1-0.25X2-0.4X2) X 0.37X 0.4=1.4504 m3 BKL5 (1): (4.5-0.2X2) X 0.
9、24X 0.4=0.394 m3小计：1.628+0.979+1.4504+1.4504+0.394=5.901 m模板：m22KL2 (1): (0.5+0.4+0.37)义( 6-0.25X2) X 2=13.97 m22KL4 (2): (0.4+0.4+0.24) 乂 ( 6-0.25X2-0.4) X 2=10.608 m2 A2KL3 (3): (0.5+0.4+0.37) 乂 ( 11.1-0.25X2-0.4X2) =12.446 m2 C2KL1 (3): (0.5+0.4+0.37) 乂 ( 11.1-0.25X2-0.4X2) =12.446 m2 BKL5 (1) (0
10、.4+0.4+0.24) 乂 (4.5-0.2X2) =4.264 m2小计：13.97+10.608+12.446+12.446+4.264=53.734 m7.17mC25碎框架梁：m32KL2 (1): (6-0.25X2) X 0.37X 0.55X 2=2.2385 m32KL4 (2): (6-0.25X2-0.4) X 0.24X 0.4X 2=0.979m3A2KL3 (3): (11.1-0.25X2-0.4X2) X 0.37X 0.55=1.9943 m3C2KL1 (3): (11.1-0.25X 2-0.4X2) X 0.37X 0.55=1.9943 m3BKL5
11、(1): (4.5-0.2X2) X 0.24X 0.4=0.3936 m3小计：2.2385+0.979+1.9943+1.9943+0.3936=7.599 n3模板：m2 2KL2 (1): (0.65+0.55+0.37) X (6-0.25X2) X 2=17.27 m22KL4 (2): (0.4+0.4+0.24) 乂 ( 6-0.25X2-0.4) X 2=10.608 m2A2KL3 (3): (0.65+0.55+0.37) 乂 ( 11.1-0.25X 2-0.4X 2) =15.386 m2C2KL1 (3): (0.65+0.55+0.37) 乂 ( 11.1-0.2
12、5X2-0.4X2) =15.386 m2BKL5 (1) (0.4+0.4+0.24) 乂 (4.5-0.2X2) =4.264 m2小计：17.27+10.608+15.386+15.386+4.264=62.914 mC25 碎框架梁 m3 V 总=5.901+7.5999=13.5009 m3框架梁的模板 m2 S 总=53.734+62.914=116.648 吊3.57mC25 碎平板：m33Vi=11.6X 6.5X0.1=7.54 m3楼梯间=(4.5-0.12X2)义 2 2.1-0.12X2) X 0.1=0.792 m3柱=(0.5X0.5X 0.1X4) + (0.5X
13、0.4X0.1X4) + (0.4X 0.4X 0.1 X 2) =0.212 m3V=7.54-0.792-0.212=6.536 m3模板：m22Si= (3.3-0.12X2) 乂 (6-0.12X2) X 2=35.2512 m2S2= (4.5-0.12X2) X (3.9-0.12X2) =15.5916 m2小计：35.2512+15.5916=50.8428 m27.17mC25 碎平板：m3Vi=11.6X 6.5X0.1=7.54 m3柱：(0.5X0.5X 0.1X4) + (0.5X0.4X0.1X4) + (0.4X 0.4X 0.1 X 2) =0.212 m3V=
14、7.54-0.212=7.328 m3模板：m22Si= (3.3-0.12X2) 乂 (6-0.12X2) X 2=35.2512 m2S2= (4.5-0.12X2) X (3.9-0.12X2) =15.5916 m2S3 (4.5-0.12X2) X ( 2.1-0.12X 2) =7.9236 m2小计：35.2512+15.5916+7.9236=58.7664 mC25 m3 V 总=6.536+7.328=13.864 n3平板模板 m2S 总=50.8428+58.7664=109.6092 n2C25碎阳台平板m33V=4.56 X 1.2X 0.1=0.5472 m3模板
15、S=4.56X 1.2=5.472 m2C25碎拦板m3L= (1.2-0.03) X 2+ (4.5-0.03X2) =6.84mV=6.84 义 0.06X 0.9=0.37 m3模板：m2 2S=6.84X 0.9X2=12.312 m2挑檐：m3底板 V= (11.6+0.6X 2+6.5) X 2X0.6X0.1+4.56X 0.6X 0.1=2.5896 m3上卷 V=11.6+0.6X 2+6.5+ (0.6-0.06) X 2 X 2X 0.06X 0.2+0.6X 0.06X 0.2X 2=0.504 m3V 总=2.5896+0.504=3.0936 m3S=3.0936 m2C25碎楼梯(按水平投影面积算)：m2S= (1.02-0.12+2.43+0.24 乂 ( 0.99X2+0.12-0.12X2) =6.6402 m2模板m2S=6.6402C25碎平台m3V= (1.05-0.12-0.24) X ( 0.99X 2+0.12-0.12X 2) X 0.1=0.128 m3模板m2S= (1.05-0
