图纸工程量计算

,,1号图基础的计算式,,因为规范和定额都不放坡，所以计算式是一样的,,

,,,,,,,

J1条形基础,,,,,,

外周长=(3.3+3+3+2.1)+（3.3+2.1）+(4.2+2.4+1.2+1.2)*2=11.4+5.4+18=34.8M,,,,,,

,,,,,,,

内墙基础长=1.2-0.4+1.15+3.6-0.8+4.2-0.85+9.3-0.8+3.3-0.8=19.1m,,,,,,

,,,,,,,

J1基础总长=53.9m,,,,,,

,,,,,,,

J1碎石垫层=53.85*0.8*0.1=4.31M3,,,,,,

,,,,,,,

J1砼基础=53.85*0.8*0.2=8.62M3,,,,,J2砼基础=【1*0.2+1/2*（0.4+1）*0.05】*6=0.24*6=1.44M3,

,,,,,,,

清单J1挖土方=53.9*0.8*0.8=34.5M3,,,,,清单J2挖土方=6*0.8*1=4.8M3,

,,,,,,,

J1外墙砖基础=34.8*（0.95*0.24+0.06*0.12*6块）=9.43M3,,,,,,

,,,,,内墙砖基础长=1.2-0.12+1.15+3.6-0.24+4.2-0.24+9.3-0.24+3.3-0.24=21.67m,

J2素砼垫层=6*1*0.1=0.6M3,,,,,,

,,,,,内墙砖基础=21.67*（0.95*0.24+0.06*0.12*6块）=5.88M3,

,,,,,,,

J2砖基础=6*（0.9*0.24+0.06*0.12*2)=1.38M3,,,,,,

,,,,,,,

J3挖地坑=0.8*0.8*0.8*3=1.536m3,,,,,J3砼垫层=0.8*0.8*0.1*3个=0.19m3,

,,,,,,,

J3砼基础=3个*{0.8*0.2+0.8/3(0.8*0.8+0.3*0.3+根号0.8*.08*.03*.03)*0.05}*3=0.45M3,,,,,,0.000线以下体积=0.2*0.2*0.45*3=0.054m3

,,,,,,,

基础回填土=34.46+4.8+1.536=40.796M3-4.31-8.62-9.22-0.6-1.44-0.73-0.192-0.45-0.054=15.3M3,,,,,,

,,,,,,,

,,,,,,,

,,,,,,,

,,清单砌筑砖墙计算式,,,,

外墙周长=11.4+11.4+9+9=40.8米,,,,清单外墙砌筑工程量=40.8*5.7=232.56m2-(一楼外门窗5.4-3.6-8.64-3.24-1.08)-(二楼外门窗-,,

,,,"5.4-5.4-8.64-1.08)=190.09m2*0.24=45.62m3-3.917(1,2楼外墙圈梁）-0.96（外墙过梁）=40.743m3",,,

一楼内墙周长=（3.3+1.2-0.24）+（3.6-0.24）+（9.3-0.24）+（4.2-0.24）=20.64m,,,,,,

二楼板面高=3米,,,,,,

一楼内墙面积=20.64*3=61.92m2,,,,,,

二楼内墙周长=20.64米,,,,,,

屋面板面高=2.8米,,,,,,

二楼内墙面积=20.64*2.8=57.79m2,,,,内墙总面积=61.92+57.79=119.71m2,,

内墙门窗面积=6.48+1.47+4.32+6.48+1.47=20.22m2,,,,,,

内墙砌筑工程量=119.71-20.22=99.49m2*0.24=23.88m3,,,,,,

墙总砌筑量=45.62+23.88=69.5m3-圈梁-过梁-7.87-1.673=60.02m3,,,,,,

圈梁=40.8*0.2*0.24（WQL圈梁）+20.64*0.24*0.3（内墙圈梁）+（40.8+20.64）*0.24*0.3（2F外+内、圈梁）=7.87m3,,,,,,

构造柱=0,,,,,,

外墙过梁=1.1*0.24*0.3*2个（楼梯间2楼窗）+2.3*0.2*0.24（窗）+1.7*0.2*0.24(窗）+2.3*0.1*0.24*2（2层门）+2.3*0.3*0.24*2（一层门过梁）+1.7*0.2*0.24+2.3*0.2*0.24（东立面）=0.96m3,,,,,,

内墙过梁=1.2*0.3*0.24+1.4*0.3*0.24*3+2.3*0.24*0.3（一层门过梁）+1.2*0.3*0.24+1.4*0.1*0.24*3=0.713M3,,,,,,

规范内墙=60.02-40.74=19.28m3,,,,,,

定额墙砌筑算量,,,,,,

,,,,,,,

H=5.8-0.3=5.5m,,,,,,

外墙L=34.8+6=40.8MS=40.8*5.5=224.4M2,,,,,,

扣门窗=1.2*1.5*5+0.6*0.9*4+1.2*2.7+1.8*2.4*4=42.48m2,,,,,,

V=(224.4-42.48)*0.24=43.66M3,,,,,,

,,,,,,,

扣圈梁=0.24*0.3*{（4.2+4.8）*2+9.3+2.1+2.1-1.2-}=2.18m3,,,,,,

扣连系梁=0.24*0.3*9.3=0.67m3,,,,,,

外墙过梁=1.1*0.24*0.3*2个（楼梯间2楼窗）+2.3*0.2*0.24（窗）+1.7*0.2*0.24(窗）+2.3*0.1*0.24*2（2层门）+2.3*0.3*0.24*2（一层门过梁）+1.7*0.2*0.24+2.3*0.2*0.24（东立面）=0.96m3,,,,,,

,,,,,,,

V外=39.85m3,,,,,,

,,,,,,,

内墙：,,,,,,

一层：H=3-0.1=2.9M,,,L=20.64M,S=2.9*20.64=59.86M2,,

扣门=0.9*2.4*3+0.7*2.1+1.8*2.4=12.27M2,,,,,,

V=(54.86-12.27)*0.24=11.42M3,,,,,,

扣圈梁=（0.3-0.1）*0.24*20.64=0.99m3,,,,,,

扣过梁=2.3*0.24*0.3+1.4*0.24*0.3*3+1.2*0.24*0.3=0.55m3,,,,,,

V一层=11.42-0.99-0.55=9.88m3m3,,,,,,

,,,,,,,

2层,,,,,,

H=5.8-3-0.1=2.7M,,,L=20.64,S=2.7*20.64=55.73M2,,

扣门=0.9*2.4*3个+2.1*0.7=7.95m2,,,,,,

V=(55.73-7.95)*0.24=11.47m3,,,,,,

扣圈梁=（0.3-0.1）*0.24