钢筋混凝土框架构件及混凝土工程量

工程量计算表（二）序号分部分项工程名称工程量计算式1首层柱砼V=断面（a×b)×柱高Hl=0.6×0.6×4.7×46=77.832首层梁砼V=梁长∑Li×断面（b×h)=(6.2×16+6.4×8+6.6×20+3.2×4+3.4×2+4.8×4+5×2)×0.35×0.7+2.2+6.7×14×0.25×0.55+11×2×0.35×0.9+15.1×2×0.35×0.8=113.133首层板砼V=[S板外-柱:(∑a柱i×b柱i)-梁:(∑b柱i×L柱i)]×h板=[62.8×17-0.6×0.6×44-(6.2×16+2.2×8+6.4×8+6.6×20+3.2×4+3.4×+15.1×2)×0.35-6.7×14×0.25-5.35×0.34×2]×0.1=85.164二～三层柱砼V=断面（a×b)×柱高Hl=0.6×0.6×3.6×32=41.475二～三层梁砼V=梁长∑Li×断面（b×h)=(6.2×16+6.4×8+6.6×20)×0.35×0.7+2.2×8×0.35×0.6+6.7×14×0.主6二～三层板砼V=[S板外-柱:(∑a柱i×b柱i)-梁:(∑b柱i×L柱i)]×h板体=[50.6×17-0.6×0.6×32-(6.2×16+2.2×8+6.4×8+6.6×20)×0.35-6.7×结-5.35×0.34×2]×0.1=68.39构7顶层柱砼V=断面（a×b)×柱高Hl工=0.6×0.6×3.6×32=41.47程8顶层梁砼V=梁长∑Li×断面（b×h)=(6.2×16+2.2×8+6.4×8+6.6×20)×0.35×0.7+6.7×14×0.25×0.55=869顶层板砼V=[S板外-柱:(∑a柱i×b柱i)-梁:(∑b柱i×L柱i)]×h板=[50.6×17-0.6×0.6×32-(6.2×16+2.2×8+6.4×8+6.6×20)×0.35-6.7×-5.35×0.34×2]×0.1=68.3910首层柱模板S=断面周长[2(a+b)]×柱高H1=2×(0.6+0.6)×4.7×46=518.88 工程量计算表（三）序号分部分项工程名称工程量计算式1首层梁模板S=梁长∑Li×断面支模长度（b+2h）=(6.2×16+6.4×8+6.6×20+3.2×4+3.4×2+4.8×4+5×2)×(0.35+0.7×2)+6.7×14×(0.25+0.55×2)+11×2（0.35+0.9×2）+15.1×2（0.35+0.8×22首层楼板模板S=S板外-柱:(∑a柱i×b柱i)-梁:(∑b梁i×L梁i)=62.8×17-0.6×0.6×44-(6.2×16+2.2×8+6.4×8+6.6×20+3.2×4+3.4×+15.1×2)×0.35-6.7×14×0.25-5.35×0.34×2=851.583二～三层柱模板S=断面周长[2(a+b)]×柱高H=2×(0.6+0.6)×3.6×32=360.964二～三层梁模板S=梁长∑Li×断面支模长度（b+2h）主=(6.2×16+6.4×8+6.6×20)×(0.35+0.7×2)+2.2×8×(0.35+0.6×2)+6.体5二～三层楼板模板S=S板外-柱:(∑a柱i×b柱i)-梁:(∑b梁i×L梁i)结=50.6×17-0.6×0.6×32-(6.2×16+2.2×8+6.4×8+6.6×20)×0.35-6.7×构-5.35×0.34×2=683.85工6顶层柱模板S=断面周长[2(a+b)]×柱高H程=2×(0.6+0.6)×3.6×32=360.967顶层梁模版S=梁长∑Li×断面支模长度（b+2h）=(6.2×16+2.2×8+6.4×8+6.6×20)×(0.35+0.7×2)+6.7×14×(0.25+0.58顶层屋面板模板S=S板外-柱:(∑a柱i×b柱i)-梁:(∑b梁i×L梁i)=50.6×17-0.6×0.6×32-(6.2×16+2.2×8+6.4×8+6.6×20)×0.35-6.7×-5.35×0.34×2=683.859首层楼梯砼V=平台梁砼+平台板砼+梯段板砼+构造柱砼=[(3.2+3.4×2)×0.2×0.35+1.15×3.4×0.1+(0.5×0.15×0.3×12+10二～四层楼梯砼V=平台梁砼+平台板砼+梯段板砼+构造柱砼=[（3.2+3.4×2)×0.2×0.35+1.45×3.4×0.1+(0.5×0.15×0.3×11+ 工程量计算表（四）序号分部分项工程名称工程量计算式1首层楼梯模板S=L×b×N（按投影面积计算）=5.35×3.4×2=36.382二～四层楼梯模板S=L×b×N（按投影面积计算）=5.35×3.4×2=36.383首层构造柱砼V=断面（a×b)×柱高Hl=0.2×0.2×4.7×48=9.024二～四层构造柱砼V=断面（a×b)×柱高H=0.2×0.2×3.6×56=10.535首层构造柱模板S=断面周长[2(a+b)]×柱高H1主=2×(0.2+0.2)×4.7×48=180.48体6二～四层构造柱模板S=断面周长[2(a+b)]×柱高H1结=2×(0.2+0.2)×3.6×56=161.28构7首层圈梁砼V=梁长∑Li×断面（b×h)工=219×0.2×0.2=8.76程8二～四层圈梁砼V=梁长∑Li×断面（b×h)=226.8×0.2×0.2=9.079首层圈梁模板S=梁长∑Li×断面支模长度（b+2h）=219×(0.2+2×0.2)=131.410二～四层圈梁模板S=梁长∑Li×断面支模长度（b+2h）=226.8×(0.2+2×0.2)=136.0811雨篷砼V=S雨篷×h板=(4.9×10.8+1.4×2.4+1.9×4+2.9×7.2)×0.1=8.4812雨篷模板S=雨篷长∑Li×断面支模长度（b+2h）=4.9×(10.8+2×0.1)+1.4×(2.4+2×0.1)+1.9×(4+2×0.1)+2.9×(7.2+2× 工程量计算表（二）工程量计算式单位数量备注3V=断面（a×b)×柱高Hlm钢筋砼工程=0.6×0.6×4.7×46=77.8377.833V=梁长∑Li×断面（b×h)m钢筋砼工程=(6.2×16+6.4×8+6.6×20+3.2×4+3.4×2+4.8×4+5×2)×0.35×0.7+2.2×8×0.35×0.6113.13+6.7×14×0.25×0.55+11×2×0.35×0.9+15.1×2×0.35×0.8=113.133V=[S板外-柱:(∑a柱i×b柱i)-梁:(∑b柱i×L柱i)]×h板m钢筋砼工程=[62.8×17-0.6×0.6×44-(6.2×16+2.2×8+6.4×8+6.6×20+3.2×4+3.4×2+4.8×4+5×2+11×285.16+15.1×2)×0.35-6.7×14×0.25-5.35×0.34×2]×0.1=85.163V=断面（a×b)×柱高Hlm钢筋砼工程=0.6×0.6×3.6×32=41.4741.473V=梁长∑Li×断面（b×h)m㎡钢筋砼工程=(6.2×16+6.4×8+6.6×20)×0.35×0.7+2.2×8×0.35×0.6+6.7×14×0.25×0.55=85.7885.783V=[S板外-柱:(∑a柱i×b柱i)-梁:(∑b柱i×L柱i)]×h板m㎏钢筋砼工程=[50.6×17-0.6×0.6×32-(6.2×16+2.2×8+6.4×8+6.6×20)×0.35-6.7×14×0.2568.39-5.35×0.34×2]×0.1=68.393V=断面（a×b)×柱高Hlm㎏钢筋砼工程=0.6×0.6×3.6×32=41.4741.473V=梁长∑Li×断面（b×h)m㎏钢筋砼工程=(6.2×16+2.2×8+6.4×8+6.6×20)×0.35×0.7+6.7×14×0.25×0.55=86.486.43V=[S板外-柱:(∑a柱i×b柱i)-梁:(∑b柱i×L柱i)]×h板m钢筋砼工程=[50.6×17-0.6×0.6×32-(6.2×16+2.2×8+6.4×8+6.6×20)×0.35-6.7×14×0.2568.39-5.35×0.34×2]×0.1=68.39S=断面周长[2(a+b)]×柱高H1㎡钢筋砼工程=2×(0.6+0.6)×4.7×46=518.88518.88 工程量计算表（三）工程量计算式单位数量备注S=梁长∑Li×断面支模长度（b+2h）㎡钢筋砼工程=(6.2×16+6.4×8+6.6×20+3.2×4+3.4×2+4.8×4+5×2)×(0.35+0.7×2)+2.2×8×(0.35+0.6×2)845.74+6.7×14×(0.25+0.55×2)+11×2（0.35+0.9×2）+15.1×2（0.35+0.8×2）=845.74S=S板外-柱:(∑a柱i×b柱i)-梁:(∑b梁i×L梁i)㎡钢筋砼工程=62.8×17-0.6×0.6×44-(6.2×16+2.2×8+6.4×8+6.6×20+3.2×4+3.4×2+4.8×4+5×2+11×2851.58+15.1×2)×0.35-6.7×14×0.25-5.35×0.34×2=851.58S=断面周长[2(a+b)]×柱高H㎡钢筋砼工程=2×(0.6+0.6)×3.6×32=360.96360.96S=梁长∑Li×断面支模长度（b+2h）㎡钢筋砼工程=(6.2×16+6.4×8+6.6×20)×(0.35+0.7×2)+2.2×8×(0.35+0.6×2)+6.7×14×(0.25+0.55×2)=648.11648.11S=S板外-柱:(∑a柱i×b柱i)-梁:(∑b梁i×L梁i)㎡钢筋砼工程=50.6×17-0.6×0.6×32-(6.2×16+2.2×8+6.4×8+6.6×20)×0.35-6.7×14×0.25683.85-5.35×0.34×2=683.85S=断面周长[2(a+b)]×柱高H㎡钢筋砼工程=2×(0.6+0.6)×3.6×32=360.96360.96S=梁长∑Li×断面支模长度（b+2h）㎡钢筋砼工程=(6.2×16+2.2×8+6.4×8+6.6×20)×(0.35+0.7×2)+6.7×14×(0.25+0.55×2)=651.63651.63S=S板外-柱:(∑a柱i×b柱i)-梁:(∑b梁i×L梁i)㎡钢筋砼工程=50.6×17-0.6×0.6×32-(6.2×16+2.2×8+6.4×8+6.6×20)×0.35-6.7×14×0.25683.85-5.35×0.34×2=683.853V=平台梁砼+平台板砼+梯段板砼+构造柱砼m钢筋砼工程22=[(3.2+3.4×2)×0.2×0.35+1.15×3.4×0.1+(0.5×0.15×0.3×12+3.61.95×0.12)×2×1.7]×2=7.367.363V=平台梁砼+平台板砼+梯段板砼+构造柱砼m钢筋砼工程22=[（3.2+3.4×2)×0.2×0.35+1.45×3.4×0.1+(0.5×0.15×0.3×11+3.31.8×0.12)×2×1.7]×2=7.147.14 工程量计算表（四）工程量计算式单位数量备注S=L×b×N（按投影面积计算）㎡钢筋砼工程=5.35×3.4×2=36.3836.38S=L×b×N（按投影面积计算）㎡钢筋砼工程=5.35×3.4×2=36.3836.383V=断面（a×b)×柱高Hlm钢筋砼工程=0.2×0.2×4.7×48=9.029.023V=断面（a×b)×柱高Hm钢筋砼工程=0.2×0.2×3.6×56=10.5310.53S=断面周长[2(a+b)]×柱高H1㎡钢筋砼工程=2×(0.2+0.2)×4.7×48=180.48180.48S=断面周长[2(a+b)]×柱高H1㎡钢筋砼工程=2×(0.2+0.2)×3.6×56=161.28161.283V=梁长∑Li×断面（b×h)m钢筋砼工程=219×0.2×0.2=8.768.763V=梁长∑Li×断面（b×h)m钢筋砼工程=226.8×0.2×0.2=9.079.07S=梁长∑Li×断面支模长度（b+2h）㎡钢筋砼工程=219×(0.2+2×0.2)=131.4131.4S=梁长∑Li×断面支模长度（b+2h）㎡钢筋砼工程=226.8×(0.2+2×0.2)=136.08136.083V=S雨篷×h板m钢筋砼工程=(4.9×10.8+1.4×2.4+1.9×4+2.9×7.2)×0.1=8.488.48S=雨篷长∑Li×断面支模长度（b+2h）㎡钢筋砼工程=4.9×(10.8+2×0.1)+1.4×(2.4+2×0.1)+1.9×(4+2×0.1)+2.9×(7.2+2×0.1)=86.9886.98