某毕业设计中工程量计算

工程量计算表序号分部分项工程名称称单位数量计算式建筑面积㎡502一层面积：5022A.1土石方工程程1平整场地㎡702外墙边长(25++21)*2=922mS=502+922×2+166=7022挖地坑m398.441当基础尺寸为2..5×2.55时V清单=（2.5+2×0..1）×（2.5+22×0.1）×2.1==15.3009含量=V报价/V清单a=b=2.5++0.2+22*0.3==3.3A=B=3..3+2..1*0.55*2=55.4V报价=2.1/6[33.3*3..3+5.44*5.4++8.7*88.7]=40.5501含量=2.6462当基础尺寸为2××2时V清单=（2.0+2×0..1）×（2.0+22×0.1）×2.1==10.1664含量=V报价/V清单a=b=2.0++0.2+22*0.3==2.8A=B=2..8+2..1*0.55*2=44.9V报价=2.1/6[22.8*2..8+4.99*4.9++7.7*77.7]=331.8999含量=3.1383当基础尺寸为1..6×1.66时V清单=（1.6+2×0..1）×（1.6+22×0.1）×2.1==6.8044含量=V报价/V清单a=b=1.6++0.2+22*0.3==2.4A=B=2..4+2..1*0.55*2=44.5V报价=2.1/6[22.4*2..4+4.55*4.5++6.9*66.9]=225.7677含量=3.7873挖沟槽m3208.257挖地梁槽(无放坡坡)地梁1V=66×2.1××（0.3+00.2+2××0.3）×（6-1.00-0.8--2*0.33）+6×2..1×（0.3+00.2+2××0.3）×（6-1.00*2-2**0.3）=97.002地梁2V==3×2.11×（0.4+00.2+2××0.3）×（10-1..8-2*00.3）+3×2..1×（0.4+00.2+2××0.3）×（10-1..0-1.225-2*00.3）=111..514土方外运m392.956V基础=1.027**4+1.6663*8++2.6866*3+0..5*0.55*1.5==25.8445V地梁=0.3*0.55*[(6--1-0.88)*4+((6-2)**4+(6-1.255-1)*22+(6-11.25-00.8)*22]+0.44*0.7**[(10--0.8-11)*4+((10-1..25-1))*2]=77.23+113.5244=20.7754V垫层=[1.8*1..8*4+22.2*2..2*8+11.45*11.45*33]*0.11+0.5*0.11*[(6--0.9-11.1)*44+(6-22.2)*44+(6-11.35*22)*2+((6-1.335-1.11)*2]++0.6*00.1*[((10-0..9-1.11)*4+((10-1..35-1..1)*2]]=5.7999+2.2245+2..826=110.87V墙体=0.2*（224.2*33-0.5**12）*1.8+0.2*(220.2*22-0.5**4)*1..5=35..4965回填土m3213.741V=V挖土-V基基础-V垫层-V地梁-V墙体=306..697—92.9556=2133.741A.2砌筑工程6室内地坪以下框架架填充墙(砖基础)m335.496V=0.2*（24.2**3-0.55*12）*1.8+0.2*(220.2*22-0.5**4)*1..5=23..976+111.52==35.49967室内地坪以上外墙墙m370.209加气混凝土，M55混合砂浆构造柱体积V=00.2*0..2*7.115*16==4.5766圈梁V=0.2*0..2*(200.2+244.2)=11.776窗V=[4*3.66*4+(22.4+0..9)*3..6*8+((2.4+00.9)*22*4]*00.2=35.8008门V=4*3.6**4*0.22=57.66*0.2==11.522压顶V=0.12*((24.2++20.2))*2*0..2=10..656*00.2=2..131过梁V=0.2*2..5*0.118*8+00.2*4..2*0.33*16=111.2322梁板V=0.8*200.2*2**0.2+00.55*224.2*22*0.2==11.7888V=0.2*（224.2*22-0.5**8）*9+0.2*(220.2*22-0.5**4)*9–35.8008-11.522=79.92++69.122–-2.1311-11.2232-11.7888=70.2098内墙砌筑砖墙m337.518V=0.2*（224.2-00.5*4）*(9-0.555)=37.5118A.3混凝土工程程9垫层m310.87V垫层=[1.8*1..8*4+22.2*2..2*8+11.45*11.45*33]*0.11+0.5*0.1**[(6-00.9-1..1)*4++(6-2..2)*4++(6-1..35*2))*2+(66-1.355-1.1))*2]+0.6*0.1**[(10--0.9-11.1)*44+(10--1.35--1.1)**2]=5..799+22.245++2.8266=10.88710基础m325.845V基础=1.027**4+1.6663*8++2.6866*3+0..5*0.55*1.5==25.844511基础梁m320.754V地梁=0.3*0.55*[(6--1-0.88)*4+((6-2)**4+(6--1.25--1)*2+(6-1.255-0.8))*2]+00.4*0..7*[(110-0.88-1)*44+(10--1.25--1)*2]]=7.233+13.5524=200.75412框架柱m348.078柱1高=7.15+2..3-0.55=8.955柱2高=7.15+2..3-0.555=8.99柱3高=7.155+2.3--0.6=88.85V1=0..6*0.66*(8.995*4+88.9*8++8.85**3)=488.07813框架梁m348.26KL1（2）断面面：350×8800；长度38mKL2（2）断面面：350×8800；长度57mKL3（4）断面面：300×5550;长度44mLL1(2)断面：250×4450;长度80mLL2(4)断面：250×4450;长度48mV=48.265--18换2773.3814过梁m311.232过梁V=0.2*2..5*0.118*8+00.2*4..2*0.33*16=111.232221楼板m350.225V=24.5*200.5*0..1=50.2225A.4钢筋工程28钢筋工程t192.0承台128.221*（0.0122+0.0228）=5.128柱1500.99*（0.0388+0.0888）=19.025基础梁1004.89（0.0366+0.0883）=12.4481框架梁（1129.299+142..83+1110.44++9.48）*（0.0433+0.1）=56.0062过梁200.37*（0.0322+0.0774）=2.1599有梁板（1102.744+113..47+588.95+66.54）*0.066=40.2283楼梯板133.57*（0.0366+0.0884）=1.6288 雨棚板0.77*（0.02++0.0466）=0.0466混凝土墙119.01**（0.0244+0.0555）=1.5002桩A.5模板工程29㎡9516.92承台128.221*1.7762=2225.91柱1500.99*113.33==2012..70基础梁1004.89**10.222=10711.98框架梁（1129.299+142..83+1110.44++9.48）*8.688=34022.91过梁200.37*112.00==244.444有梁板（1102.744+113..47+588.95+66.54）*8.077=22733.32楼梯板133.57/00.1=135.7雨棚板0.77/0.1=7混凝土墙119.01**7.52==142.996142.96+77+135.7+2273..32+244.444+3402..91+1071..98+2012..70+225.991=9516..92A.6金属结构工工程30楼梯扶手栏杆m93．15楼梯扶手栏杆直径50的扶手4.2+3.6**（2+3）+1.725+00.15*66+1.1++4.6+33.6*3++1.7255+0.155*4+1..1=44..75直径25的扶手（5+4+4*4++1+5+44+4*2++1）*1.1=48.4玻璃栏板（5+4+4*4++5+4+44*2）*0.9**0.9=334.0231方钢栏杆m1572.3方钢栏杆长度48.3+16..2+3.22+2.1++3.6*44+6+0..9+3.44*49=2257.780*30方钢的的长度：2557.760*30方钢长长度258*1.1==283.8850*30方钢长长度4*257.7==1030..8A.7屋面及防水水工程32地面防潮层㎡108.8333屋面防水㎡1178.06屋面的面积(3.9+2.1++3+6+00.2)×((5+3.66×6+7..2+0.22)+(2.1+0..2)×(77.2+3..6×2+00.2×2))+(0.9-0.2))×(3.66×2-0..1)×2//2+(0..5+1.88)×(3..6+0.22×2)+(1.2+6++3+6+00.2×2++0.1)××(0.2××2+2.11+2.4++5+3)++（3.6×7+7..2+0.22×2)×((5+3+11.7+3..3+0.99+0.2××2)+(0.9-0.1))×2.6××4/2+((0.9-00.1)×((5-0.22×2)/22+(0.9-0..1+1.55+0.2))×(3.66×4+7..2)/2++(0.9--0.1+11.5+0..2)×3..6×3/22-(3+3.9++2.1)××(3.6××2+7.22)-(3++6)×(22.4+5))+(5+3+0..2×2)××1.6+11.6×(33+6+0..2×2)++0.25**0.25**4+*0..25*2（46.2++52.9）=1178.0634屋面排水管m120.25（7.8+0.455-0.5）*6+（14.8++0.45--0.5）*5=1220.2535变形缝m16.705+3+5+2..4+0.22+1.1==17.70036楼层、内墙面防水水㎡426.86A卫生间（5.11-0.1++1.5*22）*(2.11+3.9++1.5*22)=72..00B卫生间（1.7++3.3+11.5*2）*(3.44+3.6++1.5*22)=80..00C卫生间（1.8--0.1*22+1.5**2）*（2.1-00.1*2++1.5*22）*9=2002.84D卫生间（5.1--0.1+11.5*2）*(2.11+3.9++1.5*22)=72..0070.00+800.00+2202.844+72.000=4266.86A.8防腐、隔热热、保温工程程37屋面保温㎡1128.26屋面的面积(3.9+2.1++3+6+00.2)×((5+3.66×6+7..2+0.22)+(2.1+0..2)×(77.2+3..6×2+00.2×2))+(0.9-0.2))×(3.66×2-0..1)×2//2+(0..5+1.88)×(3..6+0.22×2)+(1.2+6++3+6+00.2×2++0.1)××(0.2××2+2.11+2.4++5+3)++（3.6×7+7..2+0.22×2)×((5+3+11.7+3..3+0.99+0.2××2)+(0.9-0.1))×2.6××4/2+((0.9-00.1)×((5-0.22×2)/22+(0.9-0..1+1.55+0.2))×(3.66×4+7..2)/2++(0.9--0.1+11.5+0..2)×3..6×3/22-(3+3.9++2.1)××(3.6××2+7.22)-(3++6)×(22.4+5))+(5+3+0..2×2)××1.6+11.6×(33+6+0..2×2)==1128.26B.1楼地面工程程27散水10㎡54.72散水[(24.5+00.3)+((20.5++0.3)]]*2*0..6=54..72大门混凝土斜坡112-173310㎡坡道5.25*2*33.4*2==71.438台阶挡墙面㎡4.2棕灰色毛面仿花岗岗岩面砖饰面面0.4*（3.22+1.3）+0.4**0.8*44+0.4**1.4*22=4.20039踢脚㎡226.01[9*（2.4**2+5+22+3.6**2-0.775-1+11.8*2++2.1*22-0.755）+5*2++7.2*33-2+5**2+10..8*3-11.5*2++(3.6**3+5*22-1)*22+3.6**3-1+55*2+6**3+7.44+8.6**3-1.55+(4*33-1.5++6*2)**2+5*33-1.5++6*2+99*2+7..2*3-11+6*2++3.6*44*4+6**6-1-11.5-1..8-1.55-1*3]]*2.5**0.15==226.00140底层地面㎡1170.48500*500淡淡灰色防滑地地砖1292-（5..1-0.11）*(2.11+3.9))-（1.7+33.3）*(3.44+3.6))-3.6*（6+2.33）-3.6*（7.4）=11700.4843楼面地面㎡1613500*500淡淡灰色防滑地地砖3081.4-11292-（5.1-00.1）*(2.11+3.9))*3-3..6*（6+2.33）-3.6*（7.4）-（5.9+22.4）*3.6=11613B.2墙柱面工工程46内墙面抹灰㎡5065.75乳白色乳胶漆355.23÷00.2*2++254.881÷0.22+47.888÷0.22=50655.7547外墙刷涂料㎡1659.95外墙涂料[254.81+((15.000+23.599)*2]÷00.2-0..4*0.44*20=11656.75