建筑工程量,基础工程量,钢筋工程量的计算方法

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1、建筑工程量，基础工程量，钢筋工程量的计算方法例子计算表1.1基数计算表序号基数名称单位数景计算式外墙中心线长度L中m236.8[(16.8+1.2)+100.4]*2一闪墙浄长线长度L内m305.94(6.9-0.25-0.38)*27+(42-0.5)+(40.5-0.25-0.38)+(4.5-0.24)*2+(45.4-0.76)+(4.5-0.63)-0.76二外墙外边线长度L外m237.7616.92*2+100.64*2+1.32*2欣层建筑面积S底m21745.217.04*100.64+1.2*10.24+3.6*10*0.5五房心而

2、积S房m21561.3752[(6.9+0.12)*(4.5-0.24)]*2+[(5.1-0.24)*(4.5-0.24)+(l.8-0.24)*(4.5-0.24)]*2+(6.9-0.12)*(5.5-0.24)*2+(3-5-0.24)*(6.9-0.12)+(6.9-0.12)*(9-0.24)*15+(5-0.24)*(6.9-0.12)+(8.5-0.24)*(6.9+0.12)+(6.9-0.12)*(6-0.24)+(8.1-0.12+0.24)*(10-0.24)+(3-0.48)*(100.64-0.24)1.1.2门窗洞口工程

3、量表1.2门窗洞口工程量计算表门编号洞口尺寸总樘数（一层）总面积所在部位备注宽/mm[Wj/inmL中L内M-1100025002870M-21200250026双开门M-31000220024.4防盗门M-410002200613.2M-51800270029.72全破门M-654003300353.46全破门M-736002100215.12全破门DK-11200250026窗C-12700210021119.07窗台高900mmC-2400021001084窗台高900mmC-3180034212.364幕墙窗C-435002100214.7窗

4、台高900mmC-53000幕墙窗C-637502100431.5窗台高900mm1.1.3工程量计算表1.3工程量计算表序号项U名称定额编号计算公式及计算规则单位丄程景备注土石方工程11-3-14挖掘机挖普通土f

5、卸汽车运1km1/3h(S1+S2十+S2)=173*2.6*(2526.2+628.1内2307+V25269.2+2307}21-4-2机械场地平整S底+2*L外+16=1745.2+2*237.76+1610m2203.67231-4-3竣工清理S底*檐口高=1745.2*18.453219.89441-4-4基地钎探基底每1M2设

6、丨眼10眼230.751-4-11机械夯填土（地坪）V挖-室外坪以下基础-垫层-（室外地平以下柱）=6281-161.8-1024.67710zn3509.45取整数61-4-13机械槽坑夯填土S底*(0.9-0.04)-0.45*2.05*4.5*2149.25772-l-13hC204现浇砼碎石<40/05现浇无筋砼热层4*1.369+32*1.936+20*30139+4*2.262+8.11+3.55+3.8151(V16.1883-3-7hM7.5混浆/黏上多孔砖墙240mm(L*H-门窗洞口面积)*h=[518.2*(3.6-0.55)-

7、177.6-310.47]*0.2426.219±0.00以上填充墙93-3-26M5.0混浆/加气砼砌块墙240mmL*H*h=518.2*0.35*0.2410m34.353±0.00以下填充墙混凝土的计算10地框梁混凝土的计算DKL1[(6.9-0.38-0.25)*2*0.3*0.6+(3禱0.5)*0.3*0.6]*210m30.54144DKL2(6.9-0.38-0.25)*0.3*0.55*2+0-0.5)*0.3^0.510m30.2444DKL3[(6.9-0.38-0.25)*0.3*0.55*2+(3-0.5)*0.3*0.5

8、]*1010m32.444DKL4[(6.9-0.38-0.25)*03*0.55*2+(3-0.5)*0.3*0.51*810m30.1955DKL5(1.2+0.8-0.25-0.12)*0.35*0.6+(6.9-0.38-0.25)*0.3*0.55*2+(3-0.5)*0.3*0.510m30.279DKL6(6.9-0.38-0.25)*0.35*0.6-0.6*0.24*0.310m?0.127DKL7(1.2+0.8-0.25-0.12)*0.35*0.6+(6.9-0.38-0.25)*0.3*0.55*2+(3-0.5)*0.3*

9、0.5-0.6*0.24*0.310m30.274DKL8[[(4.5-0.38-0.25)+(4.5-0.