工程量计算书2

'序号工程名称计量单位工程数量计算式1独立挖方量m389.504［（1+0.2）x（1+0.2）x2+（2+0.2）+（1.8+0.2）x8+（2.2+0.2）x（2+0.2）x2+（2.5+0.2）］x（1.5+0.1）=89.504m32条形基础挖方量m3283.3041000基础L=(12.8－3+1+1.5－1+2+1.3+1.8+3+2+1.3-0.5-1.8-1.8+3.6+3.3+4.5-0.5-1.8-2+3.6+3.3-0.2+2+1.3+1.8+0.1+2-1.2+1.3-0.6=40.51m1200基础L=3.5-1+(3.5+0.5-1.055)x2+3.5+1.5=13.39m1400基础L=4.8-1.155-0.5=3.145m1600基础L=（4.8-1.33-0.5）／2=1.49m总挖方量：[40.51x（1+0.2）+13.39x（1.2+0.2）+3.15x（1.4+0.2）+1.49x（1.6+0.2）x（1.5+0.4）]＝283.304m33独立基础体积m323.32﹙1x1x0.5）x2+（1.2x1.2x0.3+2x1.8x0.4）x8+（1.2x1.2x0.3+1.8x2x0.4）x2+（1.2x1.2x0.3+2.2x2x0.4）x1=23.32m34条形基础体积m356.731000基础截面积：S1=0.25x0.5x0.37x1+0.12x0.06+0.12x0.125）x2=0.5494m21200基础截面积：S1.2=0.25x0.5+0.37x1+(0.12x0.06+0.12x0.125+0.12x0.185)x2=0.5838m21400基础截面积：S1.4=0.25x0.5+0.37x1+（0.12x0.06+0.12x0.125+0.12x0.185+0.12x0.25）x2=0.6438m21600基础截面积：S1.6=0.25x0.5+0.37x1+(0.12x0.06+0.12x0.125+0.12x0.185+0.12x0.25+0.12x0.315)x2=0.7136m21000基础长度：L1=3.5+1.5+4.8+3.6+3.3+4.5+3+1.3+1.8+0.3+2+1.3+2+1.3+1.8-0.12 +3.6+3.3-0.12+1.3-0.6+2-0.6-1.8-1.8-1.8-2-2.5-1.8=35.36m1200基础长度：L1.2=(3.5-1.055)×2+3.5+1.5-0.12=9.77m1400基础长度：L1.4=4.8-1.155=3.65m1600基础长度：L1.6=4.8-1.33=3.47mV总=35.36×0.5394×2+9.77×0.5838×2+（3.645×0.6438）×2+3.47=56.73m35垫层体积m365.658V=(75.08×0.4+27.97×0.1)×2=65.658m36地圈梁m35.4795V=0.3×0.25×(3.5+1.5+4.8+3.6+3.3+4.5+2+1.3+1.8+3+2+1.3+2+1.3+(3.5-0.12)×4+(1.5+0.24)×2+(4.8-0.12)×2+2+1.3+1.8-0.2+3.6+3.3-0.12+2+1.3=5.4795m37防潮层m333.7050.25×（58.82+76）=33.705m28柱体积m33.71V=(0.24×0.24×1.5×26+0.25×0.25×1.5×6+0.3×0.4×1.5×5=3.71m39房心填土m394.1204[（3.5-0.24）×（2-0.24）+（3.5-0.24）×（1.8-0.24）+（2-0.24）×（1.5-0.24）+（6.9-0.24）×（4.8-0.24）+（2-0.24）×（3.5-0.24）+（1.3-0.12）×（5-0.24）+（3.50.12）×（3-0.24）+91.5-0.14)×(1.3+1.8+3+2-0.24)+（4.8-0.24）×(4.5-0.24)+(3-0.24=3.3-0.24)×0.12]×0.6×2=94.1204m310基础回填方量m3372.81V填=89.504+283.304-65.66-23.32-56.73=227.098m3基础砖用量：V=56.73-5.48-3.71=47.54m3基础混凝土用量：V=5.478+(3.71+0.3996)+1.55+23.32=34.4576m3基础挖方用量：V=89.504+283.304=372.81m311砌砖墙m3422.2外墙：[（4.5+5）×2+23.04×2]×0.24=47.3m3 内墙：4.8×0.24×3×3+3.5×0.24×3×8+（23.04-3.44×2）×0.24×3+（23.04-3×2）×0.24×3+1.5×3×0.24×4=58.75m3门窗洞口体积：M1=2.1×1×0.24×10=5.01m3M2=0.9×2.1×0.24×30=13.608m3M3=0.8×2.1×10×0.24=4.032m3M4=0.7×2.1×0.24×10=3.528m3M5=1.5×2×0.24×2×1=0.72m3TLM1=3×2.5×0.24×10=18m3TLM3=1.8×2.5×0.25×20=21.6m3C2=1.2×1.6×0.24×10=4.608m3C3=1.5×1.2×0.24×3=1.296m3C4=1.2×1.2×0.24×10=3.456m3C8=1.8×0.6×0.24×4=1.0368m3GC=0.9×1.2×0.24×10=2.592m3TC1=1.8×1.8×0.24×20=15.552m3TC2=1.5×2.1×0.24×10=7.56m3MD1=0.9×2.1×0.24×12=5.443m3V总=108.032m3砖砌体总量：（47.3+58.75）×5-108.032=422.2m312支模板m22053.82楼面模板：254.9m2构造柱模板：0.24×3×2×22=31.68m2梁模板：外QL:(22.8×2+9.8×2)×0.24=15.648m2LL2-01:9×0.5×4+9×0.25=20.25m2XL2-02(A):1.5×4×0.5+1.5×0.25×2=3.75m2L2-01(1):4.8×4×0.4+4.8×0.25×2=10.08m2LL2-02(1):3×2×4×0.4+0.25×3×2=11.1m2XL2-01(A):1.5×8×0.4+0.25×2.6=2.73m2LL2-03(1):2.6×0.4×2+0.25×1.5×2=3.15m2L2-02(1):1.5×8×0.3+0.25×1.5×4=4.35m2L2-04(1):3.44×4×0.35+0.25×2×3.44=6.536m2内QL:(22.8-3.44×2)×2×0.24+4.8×6×0.24+(22.8-3-2.6-3)×2×0.24+3.5×16×0.24+1.5×8×0.24=37.69m2TL02:2.6×2×0.4+2.6×0.2=2.6m2总量：124.184×5=620.92m2支模板总量=254.9×5+31.68×5+620.92=2053.82m213现浇混凝土m2309.95楼面混凝土：[（254.9+9×1.5+3×1.5×2+2.6×1.5）-2.6×3.5]×0.1=27.22m2梁混凝土：外QL:(22.8×2+9.8×2)×0.14×0.24=2.19m2LL2-01:0.25×0.4×9+0.25×0.4×1.5=1.05m2L2:0.25×0.3×4.8×2=0.72m2LL2-02(1):0.25×0.3×3×2+0.25×0.3×1.5×2=0.675m2L2-02(1):0.25×0.2×1.5×2=0.15m2XL2-01(1A):0.25×0.3×1.5×4=0.45m2L2-03(1):0.25×0.3×1.5×2=0.225m2XL2-02(1A):0.25×0.4×1.5×3=4.6m2L2-04(1):0.25×0.25×2×2=0.25m2内QL:(22.8-4)×0.24× 0.14+(22.8-6-2.6)×0.24×0.14+3.5×8×0.24×0.14+1.5×4×0.24×0.14=22.68m2梁混凝土总量：（22.68+10.31+27.22）×5=301.05m2柱混凝土量：GZ:0.24×0.24×3×26=4.49m2Z1:0.3×0.4×3×5=1.8m2GZ1:0.25×0.35×3×6=1.575m2LZ:0.24×0.24×3×6=1.0368m2柱混凝土总量：8.9m2现浇混凝土总量8.9+301.05=309.95m214拆模量m22053.82拆模量：2053.82m215基础钢筋t2.21440×0.22+1560×1.21=2204.59kg=2.2t16柱钢筋量t22.03GZ1:16：L=3m14：L=3m箍筋：φ8：[（250-60）+（350-60）]×2+120=1080n=40GZ:φ12：L=3m箍筋：φ6：（240+240）×-30×8+100=820n=20Z1:φ16:L=3mφ14：L=3m箍筋：φ8：[﹙300-60﹚+﹙400-60﹚]×2+120=1280n=20Z2:16：L=3m箍筋：φ8：[﹙300-60﹚+﹙300-60﹚]×2+120=1080n=20L2:12L=3mφ6：820n=20总量：16：3×4×6×5+3×4×5×5+3×4×2×5=780m14：3×4×5×3+3×2×5×5=330m12：3×4×26×5+3×4×6×5=1920mφ8：1.08×20×6×5+1.28×20×5×5+1.08×20×2×5=1504mφ6：0.82×20×26×5+0.82×20×6×5=2624m柱子钢筋重量：780×1.58+330×1.21+1920×0.888+1504×0.395+2624×0.22=4508.02kg=4.51t钢筋总量：3.86+10.85+0.55+0.66+2.2+4.51=22.03t17梁钢筋量t23.98L2-01:12：5040-50+12×2+2×150=5314mm30：5040-50+2×30+2×150=5350mmφ6：[﹙250-50﹚+（400-50）]×2+100=1200mmn=[(800-50)／100+1]×2+2600／100-1=30小计：L12：5.314×2×2×5=106.28mL30：5.35×2×2×5=107mLφ6：1.2×30×2×5=360mL2-02:12：1740-50+2×12+150×2=2014mm14：1740-50+2×14+2×150=2018mmφ6：[（250-50）+（300-50）]×2+100=1100mmn=(1740-290)／100+1=16小计：L12：2.014×2×4×5=80.56mL14=2.018×2×4×5=80.72mLφ6：1×16×4×5=320mL2-03:12、14同L2-02φ6:[(250-50)+（400-50）]× 梁钢筋量t3.8572+100=1200mm小计：L12：2.014×2×2×5=40.28m14：2.018×2×2×5=40.36mLφ6：1.2×16×2×5=192mL2-04:12：3440-50+2×12+2×150=3714mm16:3440-50+2×16+2×150=3722mmφ6：[(250-50)+(350-50)]×2+100=1100mmn=[(700-50)/100+1]×2+2040/200-1=25小计：L12：3.714×2×2×5=74.28mL16：3.722×3×2×5=74.44mLφ6：1.1×25×2×5=275mLL2-01:14：9250-50+2×14+2×150=9524mm16：9250-50+2×16+2×150=9532mmφ6:[（250-50）+（500-50）]×2+100=1400mmn=[（1000-50）/100+1]×2+2500/200-1=62小计:L14：9.524×2×5=95.24mLφ6：1.4×62×5=434mLL2-02:12：3250-50+2×12+2×150=3524mm16：3250-50+2×16+2×150=3532mm　φ6：[（250-50）+(400-50)]×2+100=1200mmn=[(800-50)/110+1]×2+1240/200-1=23小计：L12：3.114×2×5=31.14mL16：1.2×23×5=138mXL-2-01:18:4300-50+2×150+2×18=4586mm12：4300-50+2×150+2×12=4574mmφ6：1200mmn=32小计：L18:4.586×3×5×2=137.58mL12：182.96mLφ6：1.2×32×5×4768mXL-2-03:20：4300-50+150×2+2×20=4590mm12：4574mmφ8：(250+400-100)×2+120=1220mm小计：L20：4.59×4×5=91.8mL12：45.74×2=91.48mLφ8：1.22×32×5=195.2m梁总计:12：900.78×0.888=799.89kg30：107×5.5=588.5kgφ6:3171×0.22=697.62kgφ8：195.2×0.395=77.104kg20：91.8×2.47=226.75kg14：175.96×1.21=212.91kg16：271.62×1.58=429.16kg18：412.74×2=825.48kg钢筋总量：3857.414kg=3.857t 板钢筋量t10.85①LB1底筋：X=（1260/180+1）×4.5=361mY=(4260/180+1)×1.5=375mK8:600+4×8=632mmn=(1800-240)/200+1=8L1:0.632×8×2×10=101.12mφ8:1500+1200+4×8=2732mmn=(4500-240)/100+1=44L1=2.732×44×10=1202.08mLB2底筋：X=（4560/150+1）×4.5×10=1440mY=(3060/150+1)×4.8×10=1056m1号N8:1.132×22×2×5=249.04m2号N8：1.832×11×2×5=201.52m3号N8:2.432×10×2×5=243.2mφ10:2×39×2×5=780mLB3底筋：X=（4560/180+1）×3.6×10=1152mmY=(3360/120+1)×4.8×10=1392m1号N8:1.132×24×2×5=271.68m2号N8:1.132×32×2×5=362.24m3号N8:3.432×11×2×5=377.52m4号N8:1.132×13×2×5=147.16mLB4底筋：X=（4560/120+1）×4.5×10=1710mY=(4260/120+1)×4.8×10=1776m1号φ8:1.232×47×2×5=570.04m2号φ8：2.432×47×2×5=1143.04m3号φ8：3.332×19×2×5=633.08m4号φ8：10×1.432×12=171.84m5号φ8：2.432×11×2×5=267.52mLB5:底筋：X=(3260/150+1)×1.5×10=345mY=(1560/150+1)×3.5×10=420m1号φ8：0.732×18×10=131.76m2号φ8：0.732×9×2×5=65.88m3号φ8：0.732×18×10=131.76m4号φ8：0.732×9×2×5=65.88m②LB1底筋：X=(1260/180+1)×2×10=160mY=(1760/180+1)×1.5×10=165m③LB1底筋：X=（1260/180+1）×3.1×10=248mY=(2860/180+1)×1.5×10=255mN8:1.832×10×2×5=183.2m1号K8:0.632×8×2×10=101.12m2号K8:13×0.632×10=87.36m④LB1底筋：X=(3260/180+1)×2×10=400mY=(1760/180+1)×3.5×10=385m1号K8:0.732×18×2×5=131.76m2号K8：0.732×10×2×5=73.2m3号K8:0.932×34×2×5=316.88m⑤LB1底筋：X=(1260/180+1)×3×10=240mY=(2760/180+1)×1.5×10=255m1号K8:0.632×8×10=50.56m2号K8:0.632×8×10=50.56m②LB2底筋：X=(3260/150+1)×3.6×10=828mY=(3360/150+1)×3.5×10=840m1号N8：1.132×23×10=260.36m2号N8:1.132×22×10=249.04m46+43.56=16889.56m3号N8：1.132×23×10=260.36m4号N8: 1.132×22×10=249.04m③LB2底筋：X=(4760/150+1)×3×10=990mY=(2760/150+1)×5×10=1000mφ8=0.932×49×2×5=456.7m1号N8：2.432×20×2×5=486.4m2号N8:1.032×23×10=237.36m④LB2底筋：X=(1260/180+1)×1.3×10=164mY=(1060/180+1)×1.5×10=105m1号N8:1.532×9×10=137.88m2号N8:1.332×10×10=133.2m总计：φ8：26261.24×0.395=10373.19kgφ10:780×0.167=481.26kg总量：10854.45kg=10.85t18楼梯钢筋t0.55TB1:φ12:L=4.53+6.25×0.012×2+1.32=4.2mL总=4.2×2×13=109.2mn=1.27-0.03/0.1+1=13φ6分布钢筋：1270+6.25×2×6=1.345m下部：2.73-0.03/0.2+1=15上部：（2.73/4/0.2+1）×2=10L总=1.345×15×2+1.345×10×2=67.24mφ12:L负筋：2.73/4+400-30+6.25×12=1.13mL负总=1.13×13×2×2=58.76mTB3:φ10:L底斜：2.73+6.25×0.01=3.025mL总：3.025×13×2×4=157.3mn=13φ6分布钢筋长度：1.27+6.25×6×2=1.345m下部：2.73-0.03/0.2+1=15上部：（2.73/4/0.2+1）×2=10L总：15×1.345×8+1.345+10×8=269mφ10：负筋：2.73/4+2×10+27×10+6.25×10=1.01mL总：1.01×13×2×8=210.08m总计：φ12：109.2+58.76=149.15kgφ10:314.6+210.08=321.73kgφ6:40.35+26.9+161.4+107.6=73.98kg总量：546.86kg=0.55t19屋面卷材防水m2237.84S=﹙22.8-2.6）×9.8×1.2015=237.84m221平屋面m28.008S=2.6×(3.5-0.42)=8.008m222坡屋面m2208.38S=[﹙3.6＋3.3＋4.5＋＋0.67﹚×﹙4.8+1.5+3.5+0.24﹚+[1.5×﹙4.5+0.56﹚]+[﹙3+1.12﹚×1.5]×2=208.38m223找坡层m2208.38S=[﹙3.6＋3.3＋4.5＋＋0.67﹚×﹙4.8+1.5+3.5+0.24﹚+[1.5×﹙4.5+0.56﹚]+[﹙3+1.12﹚×1.5]×2=208.38m2 24防水层m2208.38S=[﹙3.6＋3.3＋4.5＋＋0.67﹚×﹙4.8+1.5+3.5+0.24﹚+[1.5×﹙4.5+0.56﹚]+[﹙3+1.12﹚×1.5]×2=208.38m225保温层m2899S=[﹙3.6＋3.3＋4.5＋＋0.67﹚×﹙4.8+1.5+3.5+0.24﹚+[1.5×﹙4.5+0.56﹚]+[﹙3+1.12﹚×1.5]×2=208.38m226变形缝m0.05S=0.05m27外墙抹灰m21024.44一层：S=23.04×3.6×2+﹙4.8+1.5+3.5）×3.6×2=236.448m2二、四层：S=23.04×3×6+﹙4.8+1.5+3.5﹚×3×6=591.2m2五层：S=23.04×3×2+﹙4.8+1.5+3.5﹚×3×6=196.8m2S总=1024.44m228阳台m2453×1.5×10=4529雨篷m23.92.6×1.5=3.930飘窗m244.281.8×0.82×30=44.2831内墙抹灰m2782.46一层：B轴:(23.04-0.24×5)×3=72.72m2C轴：（23.04-0.24×5）×3×2=145.44m2D轴：（23.04-0.24×5）×3×2=123.84m2E轴：（23.04-0.24×10）×3＝61.92m2E-D轴线:[﹙3.5-0.24﹚×18]×3=176.04m2 内墙抹灰m2782.46D-C轴线：﹙1.5-0.24）×10×3=37.8m2C-B轴线：﹙4.8-0.24）×8×3＝109.44m2二—四层：B轴:（23.04-0.24×5﹚×9=196.56m2C轴：（23.04-0.24×5）×2×9=393.12m2D轴：（23.04-0.24×10）×2×9=371.52m2E轴:(23.04-0.24×10)×9=185.76m2E-D轴线:﹙3.5-0.24﹚×18×9=528.12m2D-C轴线：﹙1.5-0.24）×10×9=113.4m2C-B轴线：﹙4.8-0.24）×8×9＝328.32m2五层：B轴:(23.04-0.24×5)×3=72.72m2C轴：（23.04-0.24×5）×3×2=145.44m2D轴：（23.04-0.24×5）×3×2=123.84m2E轴：（23.04-0.24×10）×3＝61.92m2E-D轴线:[﹙3.5-0.24﹚×18]×3=176.04m2D-C轴线：﹙1.5-0.24）×10×3=37.8m2C-B轴线：﹙4.8-0.24）×8×3＝109.44m2扣除餐厅、客厅、无墙区间、楼梯间：（3-0.24）×3×2×10+（3.2-0.24）×3×2×10=343.2m2（2.6-0.24）×3×5=35.4M：2.1×10+0.9×2.1×30+0.8×2.1×10+0.7×2.1×10+1.5×2×1+1.8×2.5×20=277.2m2C:1.2×1.6×10+1.5×1.2×3+1.2×1.2×10+0.6×1.8×4+1.2×0.3×14+0.9×1.2×10+0.6×1.8×4+1.2×0.3×14+0.9×1.2×10=59.16m2凸窗+墙洞：1.8×1.8×20+1.5×2.1×10+0.9×1.2×2.1=118.98m2内墙抹灰总量：782.46m2 '