第一副厂房砖砌体工程量计算书

'第一副厂房砖砌体工程量计算书一：第一层（透平油罐室层）1.砌砖体积（24墙）；(1)墙长L=7.245+7.225+4.85+6.1+6.1+3.5+3.45+7.245+7.225+3.45+3.5+6.1+6.1+4.85+6.52+3.225+5.275+19.6+5.275+3.225+1.525+1.525=123.11（m）(2)V=123.11×2.24×6.35=187.62（m3）(3)砌砖体积V总=V－V孔洞=187.62－【（0.71×0.71×3+0.95×0.5+1.01×0.61+2.1×2.7+1.01×0.61+1×0.5+1.01×0.61+1.01×0.61+0.9×2.1+0.5×1.0+0.71×0.71+0.71×0.71+1.5×2.1+2.1×2.7+1.01×0.61+1.5×2.1+0.81×0.81+0.9×0.9+1.2×6.35）×0.24】=187.62－8.71=178.91（m3）2．砌砖体积（37墙）（1）墙长L=3.45+3.5+6.1+6.1+1.975+4.95+3.225=29.3（m）（2）V=29.×0.37×6.35=68.48（m3）（3）砌砖体积;V总=V－V孔洞=68.84－【（1.5×2.1+1.21×0.81+0.6115 ×0.41+1.5×2.1+1.21×0.81）×0.37】=68.84－3.15=65.69（m3）3．砌砖体积（12墙）（1）墙长L=2.4m(2)V=2.4×0.12×6.35=1.83（m3）（3）砌砖体积；V总=V－V孔洞=1.83-（0.8×2.1×0.12）=1.63（m3）二．抹灰面积；1.单面墙；S单=【（16.92-0.24-0.75）×2+（29-0.75×2）+2.65×2+3.225×2】×6.35=451.55（m2）1.双面墙；S双=【（29-0.75×2）+（29－0.75×6）+19.6×2+(21.55-4×0.75)×2+2.85×2+2.4×2+1.975×2+（6.52+2.3+1.525×2）×2+5.275×2×2】×6.35=27.5+24.5+39.2+37.1+5.7+4.8+3.95+23.74+21.1)×6.35=1191.2（m2）2.S抹=451.55-1191.2-【（8.17+3.15）÷0.24+(0.8×2.1)】×2+【(0.71×0.71×3+0.71×0.71×3+1.2×6.35)】=451.55+1191.2-95.47+10.64=1557.92（m2）二．第二层（空压机室层）1.砌砖体积（24墙）15 （1）墙长L=7.245+7.225+4.85+6.1+6.1+3.5+3.45+7.245+3.45+3.5+6.1+6.1+4.85+16.02+2.85+2.85+2.85+2.4+2.675+7.225+5.275+18.1+7.245+7.255=141.755（m）（2）V=0.24×4.88×141.755=166.02（m3）（3）、砌砖体积；V总=V－V孔洞=166.02-【（0.71×0.51×2+1.5×2.4+1.01×0.81×3+2.1×2.7+1.01×0.81+1.1×0.9×2+0.81×0.81×4+0.78×0.78+1.5×2.1+0.8×2.1+1.5×2.1+1.2×4.88+1.3×2.4+1.01×0.81×4+1.5×2.4+1.5×2.4+0.9×2.1+0.7×0.7×4+0.6×0.8）×0.24】=166.02-12.06=153.96（m3）2、砌砖体积（12墙）（1）墙长L=2.4（m）（2）V=2.4×0.12×4.88=1.41（m3）（3）、砌砖体积；V总=V－V孔洞=1.41-（0.8×2.1×0.12）=1.21（m3）2．抹灰面积；1.单面墙；S单=【(16.92-0.24-0.75)×2+（29-0.75×2）+2.6515 ×2+2.85×2】×4.88=343.36（m2）2.双面墙；S双=【(29-0.75×2)+(29-0.75×6)+18.1×2+2.85×2+2.4×2+2.4×2+12.5×2+14.47×2】×4.88=(27.5+24.5+36.2+5.7+4.8+25+28.94)×4.88=768.31（m2）3.S抹=343.36+768.31-【12.06÷0.24+0.8×2.1】×2+【0.71×0.51×2+0.4×0.4×2+0.78×0.78+0.8×0.8×4+1.2×4.88】=343.36+768.31-103.86+10.13=1017.94（m3）三．第三层（电缆层）1.砌砖体积（24墙）（1）墙长L=7.245+7.225+4.85+6.1+6.1+3.5+3.45+7.245+7.225+3.43+3.5+6.1+6.1+4.85+2.85×3+16.02+2.4+7.245+7.225=118.36（m）（2）V=118.36×0.24×3.85=109.36（m3）（3）、砌砖体积;V总=V－V孔洞=109.36-【(0.71×0.51×2+0.4×0.4×2+1.5×2.1+1.5×2.1+0.78×0.78×3+0.5×1.1×2+1.5×2.1+0.78×0.78×3+1.5×2.1+0.8×2.1+1.5×2.1+1.2×3.85+1.3×2.4+0.6×0.4+1.21×0.8×2+1.5×2.4)×2.4】15 =109.36-9.6=99.76（m3）2、砌砖体积（12墙）（1）墙长L=2.4（m）（2）V=2.4×0.12×3.85=1.11（m3）（3）、砌砖体积；V总=V－V孔洞=1.11-（0.8×2.1×0.12）=0.91（m3）二．抹灰面积；1.单面墙；S单=【(16.92-0.24-0.75)×2+（29-0.75×2）+2.65×2+2.85×2】×3.85=270.89（m2）2.双面墙；S双=【(29-0.75×2)+(29-0.75×6)+14.47×2+(16.92-0.75×2)+2.85×2+2.4×2】×3.85=(27.5+24.5+28.94+30.84+5.7+4.8)×3.85=470.78（m2）3.S抹=270.89+470.78-【9.6÷2.4+0.8×2.1】×2+【0.71×0.51×2+0.4×0.4×2+0.78×0.75×3+0.5×1.1×2+0.78×0.78×3+1.2×3.85】=270.89-470.78-83.36+9.81=668.12（m2）四．第四层（厂用电配电室层）1.砌砖体积（24墙）（1）墙长L=118.36+7.245+7.225+7.245+7.225=147.3（m）15 （2）V=147.3×0.24×4.38=154.84（m3）（3）、砌砖体积；V总=V－V孔洞=154.84-【(0.71×0.51×2+0.4×0.4×2+1.2×2.1+1.2×2.1+1.51×1.01×2+2.1×2.7+1.2×2.1+0.65×0.65+0.74×0.74×2+0.65×0.65+0.8×1.2×0.2+1.5×2.1+1.2×4.38+1.5×2.1+0.8×2.1+1.3×2.4+2.1×2.7+1.01×0.81×2+1.0×2.1+2.1×2.7+1.0×2.1+2.1×2.7+1.0×2.1)×0.24】=154.84-14.97=139.87（m3）2、砌砖体积（12墙）（1）墙长L=2.4（m）（2）V=2.4×0.12×4.38=1.26（m3）（3）、砌砖体积；V总=V－V孔洞=1.26-0.2=1.06（m3）二．抹灰面积；1.单面墙；S单=【(16.92-0.24-0.75)×2+（29-0.75×2）+2.65×2+2.85×2】×4.38=308.18（m2）2.双面墙；S双=【(29-0.75×2)+(29-0.75×6)+14.47×2+2.85×2+2.4×2+(16.92-0.75×2)×2】×4.38=（27.5+24.5+28.94+30.84+5.7+4.8）×4.38=535.59（m2）15 3.S抹=308.18+535.59+【（0.71×0.51×2+0.4×0.4×2+0.18×1.2×2+0.65×0.65×2+0.74×0.74×2+1.2×4.38】-【14.97÷0.24+0.8×2.1】×2=308.18+535.59+10.16-128.11=725.82（m2）五．第五层（电缆层）1.砌砖体积（24墙）（1）墙长L=118.36+6.1+8.395+1.625=134.48（m）（2）V=134.48×0.24×3.85=124.17（m3）（3）、砌砖体积；V总=V－V孔洞=124.17-【(0.71×0.51×2+0.4×0.4+1.51×1.01+0.78+0.78+0.8×0.8×2+1.2×0.6+1.5×2.1+0.8×2.1+1.5×2.1+1.2×3.85+1.3×2.4+1.5×2.4+1.01×0.81+1.0×2.1+0.71×0.51+1.0×2.1)×0.24】=124.17-7.13=117.04（m3）2、砌砖体积（12墙）（1）墙长L=2.4（m）（2）V=2.4×0.12×3.85=1.11（m3）（3）、砌砖体积；V总=V－V孔洞=1.11-0.2=0.91（m3）二．抹灰面积；1.单面墙；15 S单=【(16.92-0.24-0.75)×2+（29-0.75×2）+2.65×2+2.85×2】×3.85=270.89（m2）2.双面墙；S双=【(29-0.75×2)+(29-0.75×6)+14.47×2+(16.92-0.75×2)×2+2.85×2+2.4×2+(6.1×1.625)×2+8.395×2】×3.85=（27.5+24.5+30.84+28.94+5.7+4.8+15.45+16.79）×3.85=154.52（m2）3.S抹=270.89+154.52-【7.13÷0.24+0.8×2.1】×2+【（0.71×0.51×2+0.4×0.4×2+0.8×0.8×2+1.2×0.6+0.78×0.78+1.2×3.85）】=270.89+154.12-62.78+8.27=370.9（m2）六．第六层（中央控制室层）1.砌砖体积（24墙）（1）墙长L=7.245+7.225+4.85+6.1+6.1+3.5+3.45+7.245+7.225+3.5+6.1+6.1+4.85+16.02+2.85+2.85+2.85+2.4+7.225+7.225+7.625+1.525+5.825+6.1+6.1+24.725+5.875+5.875+5.875=184.435（m）(2)V=184.435×0.24×4.98=220.44（m3）（3）、砌砖体积；15 V总=V－V孔洞=220.44-【(0.71×0.51×2+0.4×0.4×2+0.51×0.41+0.51×0.41+0.51×0.41+0.8×1.2+0.51×0.41+0.35+0.35+1.5×2.1+0.58×0.58×2+1.5×2.1+0.8×2.1+1.5×2.1+1.2×4.98+1.3×2.4+0.51×0.41+0.35×0.35×2+0.8×1.2+1.5×2.4+0.51×0.41×2+1.5×2.4+0.35×0.35+1.5×2.4+1.5×2.4+0.35×0.35+1.5×2.4+0.35×0.35+1.5×2.4+0.35×0.35+1.5×2.4+0.3×0.2)×0.24】=220.44-12.35=208.09（m3）2、砌砖体积（12墙）（1）墙长L=2.4（m）（2）V=2.4×0.12×4.98=1.43（m3）（3）、砌砖体积；V总=V－V孔洞=1.43-0.2=1.23（m3）二．抹灰面积；1.单面墙；S单=【(16.92-0.24-0.75)×2+（29-0.75×2）+2.65×2+2.85×2】×4.98=350.4（m2）2.双面墙；S双=【(29-0.75×2)+(29-0.75×6)+14.47×2+2.85×2+2.4×2+5.875×2×3+24.75×2+(6.1+6.1+5.825+7.625+1.525)×2+7.225×2×2】×4.98=1291.76（m2）3.S抹=350.4+1291.76-【13.35÷0.24+0.8×2.1】×2+【（0.71×15 0.51×2+0.4×0.4×2+0.58×0.58×2+1.5×2.1+0.35×0.35+1.2×4.98】=350.4+1291.76-106.28+10.97=1546.85（m2）七．第七层（电梯机房层）1.砌砖体积（24墙）（1）墙长L=7.245+7.225+4.85+6.1+6.1+3.5+3.45+7.245+7.225+3.5+3.45+6.1+6.1+4.85+16.02+2.85+2.85+2.4+7.225×3+6.1+6.1+7.65=142.585（m）(2)V总=142.585×0.24×3.88=132.78（m3）（3）、砌砖体积；V=V总－V孔洞=132.78-【(0.71×0.51×2+0.74×0.74+1.01×0.81+0.51×0.41+0.51×0.41+0.8×0.8+0.35×0.35+1.5×2.1+3.4×3.88+1.5×2.1+1.5×2.3+1.01×0.81+0.8×2.1+1.01×0.81+1.5×2.1+0.35×0.35+0.35×0.35+1.5×2.1+0.51×0.41×2+1.5×2.1)×0.24】=132.78-9.51=123.27（m3）、2、砌砖体积（12墙）（1）墙长L=2.4（m）（2）V=2.4×0.12×3.88=1.12（m3）15 二．抹灰面积；1.单面墙；S单=【(16.92-0.24-0.75)×2+（29-0.75×2）】×3.88=234.04（m2）2.双面墙；S双=【(29-0.75×2)+(29-0.75×6)+2.85×2+2.85×2+2.4×2+16.02×2+7.225×2×3+(6.1+6.1+7.65)×2】×3.88=711.17（m2）1.S抹=234.04+711.17-【9.51÷0.24+0】×2+【（0.71×0.51×2+0.74×0.74×2+0.35×0.35+0.8×0.8=867.99（m2）第二副厂房砖砌体工程量计算书1213.800标高一、上游1.砌砖；V=199.323×0.24=47.84（m3）2.抹灰；S=26×9.88=256.88（m2）二．下游1.砌砖；V=292.85×0.24=70.3（m3）2.抹灰；S=121.9+107.12+148.6+107.12+53.56=538.3（m2）15 1218.800标高1．砌砖；V=475.25×0.24=114.1（m3）1.抹灰；S=97+42.6+184+42.6+166+118+110.5+64.1+14.2=839（m2）1222.800-----1223.800标高一、上游2.砌砖；V=64.56×0.24=15.5（m3）2.抹灰；S=26×3.2=83.2（m2）二．下游1.砌砖；V=228.7×0.24=54.9（m3）2.抹灰；S=46.1+105+46.1+44+10.1+6.3+59.4=317（m2）三．楼梯踏步；1．砌砖V=1.05（m3）2.抹灰；S=2.1+1.25+0.7=4.05（m2）15 1227.300标高一．上游1.砌砖（24墙）；V总=20.175×2×4.2×0.24=40.67（m3）V=V总-九=40.67-【（0.66×0.66×2+（0.58×0.58×2）】×0.24=40.67-0.37=40.3（m3）2.抹灰；S=24.975×2×4.2=209.79（m2）-（0.66×0.66×2+（0.58×0.58×2）=208.25（m2）二．下游1.砌砖；V总=（20.2+13.255+8+13.255+13.255+17.75）×3.7×0.24=76.11（m3）V=V总-V孔=76.11-【（0.7×0.55×2）+（0.81×0.81×3）+（2.1×2.7）+1.5×2.4+1.0×2.1×2+0.81×0.81+0.61×0.41+0.8×1.21+1.2×2.1】×0.24=76.11-4.79=71.32（m3）2.抹灰；S=17.75×3.7+（20.2+13.255+8.0+13.255+13.255）×2×3.7=568.62（m2）S抹=S-S孔=568.62-【2.1×2,。7×2+1.5×2.4×2+1.0×2.1×2×2+0.81×0.81×2+0.61×0.41×2+1.2×2.1×2】=568.62-29.59=539.03（m2）15 15 15'