某框架办公楼项目土建及装饰分部分项工程量计算书

A.土建工程A.1基数计算序弓项目及计算过程1建筑总高度：H=12.05m2室内外差，即室外地坪至标高±0.000的高度，H=450mm3A.2土石方工程A.2.1土方工程序a项目擒码项目名称计算式单位工程量4010101001001平整场地m2

9010101003001挖±方ZJ1:2个，1700*3100V清=1.9*3.3*1.3*2=16.302m3V定=2.5*3.9*1.3*2=25.350m3ZJ2:10个,4800*3200V清=5.0*3.4*1.3*10=221m3V定=5.6*4.0*1.3*10=291.2m3ZJ3:4个,4400*2900V清=4.6*3.1*1.3*4=74.152m3V定=5.2*371.3*4=100.048m3m3563.147

9010101003001挖±方ZJ4:1个,3300*2200V清=3.5*24*1.3=10.92m3V定=4,1*3.0*1.3=15.99m3ZJ5:1个,3200*6500V清=3.4*6.7*1.3=29.614m3V定=4.0*7.3*1.3=37.96m3ZJ6:1个,5600*3600V清=5.8*3.8*1.3=28.652m3V定=6.4*44*1.3=36.608m3ZJ7:4个,3800*2500V清=4.0*27*1.3*4=56.16m3V定=46*3,3*1,3*4=78.936m3ZJ8:1个,5900*5100V清=6.1*5.3*1.3=42.029m3V定=6.7*60*1.3=52.26m3ZJ9:1个,6200*3900V清=6.4*4.1*1.3=34.112m3V定=7.0*4.7*1.3=42.77m3ZJ10:1个,5700*3600V清=5.9*3.8*1.3=29.146m3V定=6.5*4.4*1,3=37.18m3ZJ10:1个,5200*2800V清=54*3.0*1.3=21.06m3V定=6.0*3.6*1.3=28.08m3挖沟槽工程量：清单工程量：V=0.43*(3.38-1.47-0.1)*(1.65-0.45)=0.934m3定额工程量：V=(0.13+0.3)*(3.38-1.47-0.4)*(1.65-0.45)=0.779m3

10010101003002挖基础±方1KL1(1A),250*700B=0.25+2*0.1=0.45m,H=0.75-0.45+0.1=0.4mV清二(6.58+1.68-1.73-0.1-1.78-0.1)*0.45*0.4=0.819m3V定二(6.58+1.68-1.73-0.4-1.78-0.4)*(0.25+0.2+0.6)*0.4=1.659m31KL2(1),250*700B=0.25+2*0.1=0.45m,H=0.4mV清二{[8.26-(2.58+0.1)*2]+8.26-2.58-0.1-1.99-0.1}*0.4*0.45=1.672m3V定={[8.26-(2.58+0.4)*2+8.26-2.58-0.4-1.99-0.4]}*0.4*1.05=3.146m31KL3(2),250*500B=0.25+2*0,1=0.45m„H=0.2mV清=(7.7*4・5.89-0.2・6.04・0.2・6.19・0.2・5.94・0.2)*0.45*0.2=0.535m3V定二(30.8・24.06・0.8-0.3*8)*0.2*1.05=0.743m31KL4(1),250*700B=0.25+2*0,1=0.45m„H=0.4mV^=(8.26-2.33*2-0.2)*0.4*0.45=0.612m3V定二(8.26233*2・020.6)*0.4*1.05=1.176rrP1KL5(2),250*700B=0.25+2*0.1=0.45m„H=0.4mm36.823

10010101003002挖基础±方V^=(8.26-2.33-1.57-0.2)*0.4*0.45=0.749m3V定=(8・26233・1.57・0.2・0.6)*0・4*1.05=1.459m31KL6(10),250*400B=0.25+2*0.1=0.45m„H=0.1mVm=(46.5-1.18-0.1-1.53-0.1-2.9*2-0.4-3.2*7-14*0.4)*0.1*0.45=0.612m3V定二(46.5・1.53・0.4・2.9*2・0.4・1.2・3.2*7・14*0.1-14*0.3)*0.1*1.05=0.797m31KL7(10),250*550B=0.25+2*0.1=0.45m„H=0.25mV清二(46.5-4.73・0.1*4・3.2*3・0.6・2.21・1.56-3.9・0.2・3.6-0.2-2.9-0.2-1.47)*0.25*0.45=1.68m3V定=(16.53-0.7-15*0.4)*0.25*1.05=2.659m31KL8(1),300*500B=0.25+2*0.1=0.45m„H=0.2mV^=(1.12-0.2)*0.5*0.2=0.092m3V定二(1.12-0.8)*0.2*1.1=0.07m31KL9(1),250*450B=0.25+2*0.1=0.45m„H=0.15m清二0m3定=0m31KL10(1),250*400B=0.25+2*0.1=0.45m„H=0.0mVw=(3.96-1.3*2-0.2)*0.1*0.45=0.052m3V定二(1.36-0.2・0.6)*0.1*1.05=0.059m31LL1(1)与1LL2(1),250*300B=0.25+2*0.1=0.45m„H=0.1m清==0m3定=0m3挖基础土方汇总：清单工程量：V；w=563.147+6.823=569.97m3定额工程量：V定=746.328+11.768=758.15m3A.2.2土方回填

序号项目编码项目名称计算式单位工程■房室内土方回填工程・=主墙间净面积*回填厚度心回填厚度=0.45-0.138=0.312m±010103m=164.3911001001土V=[(46.5-0.24)*(10.68-0.12)+(3.96-0.24)*(5.28-0.12)*2]*0.312=132方64.392m3填基基础土方回填量=挖土方=-室外地坪下构建所占体积础清单工程量:V清=569.97<253.661+43.319+4.858+23.63+8.055)010103±=236.447m3m12236.447001002方定额工程量：V定=758.15-333.523=457.293m33回填余余土外运量:（余土运距〈5KM）010103±清单工程量：V清=569.97-164.392-236.447=169.131m3m13169.131001003外定额工程量：V定=758.15-164.392-457.293=136.465m33运A.3现浇混凝土工程A.3.1现浇混凝土独立基础序号项目编码项目名称计算式单位工程・

14010401002001独立基础（混凝土强度等级为C25;垫层采用C1混凝±,100mm厚）独基混凝土体积：V1；相应模板工程■:S1垫层混凝提体积：V2湘应模板工程■:S2ZJ1:2个V1=(1.7*3.1*0.45+1.1*2.5*0.45)*2=7.218m3Si=[(1.7+3.1)*0.45+(1.1+2.5)*0,45]*2=15.12m2V2=(1.7+3.1)*(3.1+0.2)*0,1*2=1.254m3S2=(1-9*0.1+3.3*0.1)*2*2=2.08m2ZJ2:10个Vi=(4.8*3.2*0.45+2.8*2.2*0.45)*10=96.84m3Si=[(4.8+3.2)*0.45+(2.8+2.2)*0.45]*10*2=117m2V2=(4.8+0.2)*(3.2+0.2)*0.1*10=17m3S2=[(4.8+0.2)*0.1+(3.2+0.2)*0.1]*2*10=16.8m2ZJ3:4个Vi=(4.4*2.9*0.45+2.6*1.7*0.45)*4=30.294m3Si=[(4.4+2.9)*0.45+(2.6+1.7)*0.45]*4*2=41.76m2V2=(4.4+0.2)*0.1*(2.9+0.2)*4=5.704m3S2=[(4.4+0.2)*0.1+(2.9+0.2)*0.1「2*4=6.16m2ZJ4:1个Vi=3.3*2.2*0.45+3.0*1.4*0.45=5.157m3Si=[(3.2+2.2)*0.45+(3.0+1.4)*0.45]*2=8.19m2V2=(3.3+0.2)*0.1*(2.2+0.2)=0.84m3S2=[(3.3+0.2)*0.1+(2.2+0.2)*0.1]*2=1.18m2ZJ5:1个Vi=3.2*6.5*0.45+2*5*0.45=13.86m3Si=[(3.2+6.5)*0.45+(2+5)*0.45]*2=15.03m2V2=(3.2+0.2)*(6.5+0.2)*0.1=2.278m3S2=[(3.2+0.2)*0.1+(6.5+0.2)*0.1]*2=2.02m2ZJ6:1个Vi=5.6*3.6*0.45+4.6*2.6*0.45=14.454m3Si=[(5.6+3.6)*0.45+(4.6+2.6)*0.45]*2=14.76m2V2=(5.6+0.2)*0.1*(3.6+0.2)=2.204m3S2=[(5.6+0.2)*0.1+(3.6+0.2)*0.1]*2=1,92m2m3253.661

14010401002001独立基础（混凝土强度等级为C25;垫层采用C1混凝±,100mm厚）ZJ7:4个Vi=3.8*2.5*0.45+2.1*1.8*0.45=5.693*4=22.77m3Si=[(3.8+2.5)*0.45+(2.1+1,5)*0.45]*2*4=35.64m2V2=(3.8+0.2)9*(2.5+0.2)*0.1*4=4.32m3S2=[(3.8+0.2)*0.1+(2.5+0.2)*0.1]*2*4=0.864m2ZJ8:1个Vi=5,9*5.1*0.45+5.5*3.7*0.45=22.698m3Si=[(5.9+5.1)*0.45+(5.5+3.7)*0.45]*2=18.18m2V2=(5.9+0.2)*(5.1+0.2)*0.1=3.233m3S2=[(5.9+0.2)*0.1+(5.1+0.2)*0.1]*2=2.28m2ZJ9:1个Vi=6.2*3.9*0.45+4.7*2.4*0.45+1.1*0.31*0.45=16.11m3Si=[(6.3+3.9)*0.45+(4.7+2.4)*0,45]*2+1.1*0.45+0.31*0.45*2=16.344m2V2=(6.2+0.2)*(3.9+0.2)*0.1=2.624m3S2=[(6.2+0.2)*0.1+(3.9+0.2)*0.1]*2=2.1m2ZJ10:1个Vi=5.7*3.6*0.45+4.5*2.4*0.45+0.21*1.1*0.45=14.198m3Si=[(5.7+3.6)*0.45+(4.5+2.4)*0.45]*2+1.1*0.45+0.21*0.45*2=15.264m2V2=(5.7+0.2)*(3.6+0.2)*0.1=2.242m3S2=[(5.7+0.2)*0.1+(3.6+0.2)*0.1]*2=1.94m2ZJ11:1个Vi=5.2*2.8*0.45+4.0*1.6*0.45=9.432m3Si=[(5.2+2.8)*0.45+(4.0+1.6)*0,45]*2=12.24m2V2=(5.2+0.2)*(2.8+0.2)*0.1=1,62m3S2=[(5.2+0.2)*0.1+(2.8+0.2)*0.1]*2=1.68m汇总：C25:"253.661m3,Si=310.248m2C10:V2=43.319m3,S2=39.024m2A.3.2现浇混凝土框架基础梁序号项目编码项目名称计算式单位工程量

150104010014001框架基础梁（混凝土强度等级为C25,垫层采用C10混凝土，厚100mm）条基混凝土体积：必;相应模板工程■:S1垫层混凝提体积：V2；相应模板工程■:S21KL1(1A):250*700Vi=0.25*0.4*(2.42+1.68+6.58-0.38-0.5-0.2)*2=3.36m3Si=19.2*0.7*2=26.88m2V2=19.2*0.45*0.1=0.864m3S2=192*0.1*2=3.84m21KL2(2):250*700Vi=(6.58+1.68-0.48*2)*3*0.25*0.7=3.833m3Si=21.9*0.7*2=30.66m2V2=21.9*0.45*0.1=0.986m3S2=21.9*0.1*2=4.38m2m323.65

1KL3(2):250*500Vi=(2.42+5.28-0.28-0.25-0.4-0.5)*2*0.25*0.5=1.63m3Si=6.52*2*0.5*2=13.04m2V2=13.04*0.45*0.1=0.587m3S2=13.04*0.1*2=2.608m21KL4(2):250*700Vi=(6.58+1.68-0.38*2)*0.25*0.7=1.313m3Si=7.5*0.7*2=10.5m2V2=7.5*0.45*0.1=0.338m3S2=7.5*0.1*2=1.5m21KL5(2):250*700与250*450Vi=7.5*0.25*0.7+(2.42+0.4+0.12)*0.25*0.45=1.527m3Si=7.5*0.7*2+1.9*0.45*2=12.21m2V2=7.5*0.45*0.1+1.9*0.45*0.45=0.723m3S2=7.5*0.1*2+1.9*0.1*2=1.88m21KL6(10):250*400V1=(46.5-0.4*11)*0.25*0,4=4.21m3Si=42.1*0.4*2=33.68m2V2=42.1*0.45*0.1=1.895m3S2=42.1*0.1*2=8.42m2框架基础梁（混1KL7(10):250*550凝土强Vi=42.1*0.25*0.55=5.789m3010度等级401为C25,Si=42.1*0.55*2=46.31m215001垫层采400用C10V2=42.1*0.45*0.1=1.895m31混凝土，厚S2=42.1*0.1*2=8.42m2100mm1KL8(1):300*500)Vi=2.9*0.3*0.5=0.435m3

15框架基础梁（混凝土强度等级为C25,垫层采用C10混凝土，厚100mm）S2=5.78*0.1*2=0.556m2JQL:V=0.24*0.63*5.21=0.375m3S=5.21*0.3*2=3.126m21-1:(素混凝土)V=0.6*0.4*(3.38-0.23+0.12)=0.785m3S=3.027*0.4*2=2.616m2汇总险:C25:Vi=23.65m3,Si=191.34m2C10:V2=8.055m3,S2=33.584m2汇总素验:C25:V=0.785m3,S=2.616m2A.3.3现浇混凝土柱序号项目编码项目名称计算式单位工程・

16010402001001标高-0.75m+3.85m的框架柱（混凝土强度等级为C30）KZ1：1个,400*500V=0.4*0.5*4.6=0.92m3S=(0.4+0.5)*2*4.6=8.28m2KZ2:1个，400*500V=0.4*0.5*4.6=0.92m3S=(0.4+0.5)*2*4.6=8.28m2KZ3:1个，400*500V=0.4*0.5*4.6=0.92m3S=(0.4+0.5)*2*4.6=8.28m2KZ4:1个，400*500V=0.4*0.5*4.6=0.92m3S=(0.4+0.5)*2*4.6=8.28m2KZ5:6个，400*600V=0.4*0.6*4.6*6=6.624m3S=(0.4+0.6)*2*4.6*6=55.2m2KZ6:3个,400*600V=0.4*0.6*4.6*3=3.312m3S=(0.4+0.6)*2*4.6*3=27.6m2KZ7:2个,400*600V=0.4*0.6*4.6*2=2.208m3S=(0.4+0.6)*2*4.6*3=18.4m2KZ8:2个，1200*300V=1.2*0.3*4.6*2=3.312m3S=(1.2+0.3)*2*4.6*2=27.6m2KZ9:4个,350*400V=0.35*0.4*4,6*4=2.576m3S=6,9*4=27.6m2KZ10:4个，350*400V=0.35*0.4*4.6*4=2.576m3S=6.9*4=27.6m2m332.722

16010402001001标高-0.75m+3.85m的框架柱（混凝土强度等级为C30KZ11:1个，400*600V=0.4*0.6*4.6=1.104m3S=(0.4+0.6)*2*4.6=9,2m2KZ12:1个，400*600V=0.4*0.6*4.6=1.104m3S=(0.4+0.6)*2*4.6=9.2m2KZ13:1个，400*600V=0.4*0.6*4.6=1.104m3S=(0.4+0.6)*2*4.6=9.2m2KZ14:1个，400*500V=0.4*0.5*4.6=0.92m3S=(0.4+0.5)*2*4.6=8.28m2KZ15：1个,400*500V=0.4*0.5*4.6=0.92m3S=(0.4+0.5)*2*4.6=8.28m2KZ16:1个,400*500V=0.4*0.5*4.6=0.92m3S=(0.4+0.5)*2*4.6=8.28m2KZ17：1个，400*500V=0.4*0.5*4.6=0.92m3S=(0.4+0.5)*2*4.6=8.28m2KZ18：1个，350*400V=0.35*0.4*4.6=0.644m3S=6.9m2TZ:4个,250*350V=0.25*0.35*(0.05+1.95+0.25)*4=0.798m3S=(0.05+1.95-0.1)*(0.25+0.35)*2*4=9.12m25匚总：C30:V=32.722m3;S=293.86m2标高・0.75m~-0.45m柱税：V=2.082m3标高-0.75m~-0.05m柱碎：V=4.858m3

17010402001002标高+3.85m+23.35m(+25.8m,+26.335m,+28.00m)的框架柱(混凝土强度等级为C25)KZ2：1个,400*500V=(23.35-3.85)*0.4*0.5=3.9m3S=(0.4+0.5)*2*(23.35-3.85)=35.1m2KZ2:1个，400*500V=(23.35-3.85)*0.4*0.5=3.9m3S=(0.4+0.5)*2*(23.35-3,85)=35.1m2KZ3:1个,400*500V=(23.35-3.85)*0.4*0.5=3.9m3S=(0.4+0.5)*2*(23.35-3.85)=35.1m2KZ4:1个,400*500V=(23.35-3.85)*0.4*0.5=3.9m3S=(0.4+0.5)*2*(23.35-3.85)=35.1m2KZ5:6个,400*500V=(23.35-3.85)*0.4*0.5*6=23.4m3S=(0.4+0.5)*2*(23.35-3.85)*6=210.6m2KZ6:3个,400*500V=(23.35-3.85)*0.4*0.5*3=11.7m3S=(0.4+0.5)*2*(23.35-3.85)*3=105.3m2KZ7:2个,400*500V=(23.35-3.85)*0.4*0.5*2=7.8m3m3136.845

17010402001002标高+3.85m+23.35m(+25.8m,+26.335m,+28.00m)的框架柱(混凝士强度等级为C25)S=(0.4+0.5)*2*(23.35-3.85)*2=70.2m2KZ8:2个,1200*300V=(28-3.85)*1.2*0.3*2=17.388m3S=(28-3.85)*2*(1.2+0.3)*2=144.9m2KZ9:4个,350*400V=(26.35-3.85)*0.35*0.4*4=12.6m3S=(0.35+0.4)*2*(26.35-3.85)*4=135m2KZ10:4个,350*400V=(26.35-3.85)*0.35*0.4*4=12.6m3S=(0.35+0.4)*2*(26.35-3.85)*4=135m2KZ11:1个，400*500V=(23.35-3.85)*0.4*0.5=3.9m3S=(0.4+0.5)*2*(23.35-3.85)=35.1m2KZ12:1个，400*500+250*250V=(23.35-3.85)*0.4*0.5+(26.35-23.35)*0.25*0.25=4.088m3S=35.1+3*2*(0.25+0.25)=38.1m2KZ13:1个,400*500+250*250V=(23.35-3.85)*0.4*0.5+(26.35-23.35)*0.25*0.25=4.088m3S=35.1+3*2*(0.25+0.25)=38.1m2KZ14:1个,400*500V=(23.35-3.85)*0.4*0.5=3.9m3S=(0.4+0.5)*2*(23.35-3.85)=35.1m2KZ15:1个,400*500V=(23.35-3.85)*0.4*0.5=3.9m3S=(0.4+0.5)*2*(23.35-3.85)=35.1m2KZ16:1个,400*500V=(25.8-3.85)*0.4*0.5=4.39m3S=(25.8-3.85)*2*(0.4+0.5)=39.51m2KZ17:1个,400*500V=(25.8-3.85)*0.4*0.5=4.39m3S=(25.8-3.85)*2*(0.4+0.5)=39.51m2KZ18:1个,350*400V=(25.8-3.85)*0.35*0.4=3.073m2S=(25.8-3.85)*2*(0.35+0.4)=32.925m2LZ1:1个,250*250V=(26.35-23.35)*0.25*0.25=0.188m3S=3*2*(0.25+0.25)=3m2TZ1:4个,250*350V=(1.95+0.25)*5*0.25*0.35*4=3.84m3S=(1.95-0.1)*(0.25+0.35)*5*2*4=44.31m2汇总：C25:V=136.845m3,S=1282.155m2

18010402001003构造柱（混凝土强度等级为C25）1.轴号1、2、8、14上各一个，H=19.25m,240*240,一字型,4个V=(0.24+0.06)*0.24*(3.2*5+3.25)*4=5.544m3S=(0.24+0.06*2)*(3.2*5+3.25)*2*4=55.44m2m318.386.轴号15上一个,H=19.5m,240*240,一字型,1个V=(0.24+0.06)*0.24*(3.25*6)=1.404m3S=(0.24+0.06*2)*(3.25*6)*2=14.04m2.轴号4,10上个一个，H=16m,240*240,一字型，2个V=(0.24+0.06)*0.24*3.2*5*2=2.304m3S=(0.24+0.06*2)*3.2*2*5*2=12.6m2.走廊栏杆处，H=1.0m,一字型，120*240,72个(5层，每层12个)V=0.12*(0.24+0.06)*1*12*5=2.160m3S=(0.24+0.06*2)*2*12*5=43.2m2.走廊栏杆处，I.形，H=3.9-0.45=3.45m,240*240,6个V=(0.24+0.03)*0.24+0.24*0.03*3.45*6=1.49m3010402构造柱S=(0.24+0.06)*2*0.35*6=12.42m2（混凝6.女儿墙处,一字型，H=0.84m,240*240,24个18001土强度V=0.24*(0.24+0.06)*0.84*24=1.452m3等级为S=(0.24+0.06*2)*2*0.84*24=14.515m2uuoC25).女儿墙处,L形,H=0.84m,240*240,1个V={(0.24+0.03)*0.24+0.24*0.03}*0.84=0.059m3S=(0.21+0.06*2)*2*0,84=0.605m2.屋顶层11和12轴之间楼梯转角处，L形，240*240,H=3.1m,2个V={(0,24+0.03)*0.24+0.24*0.03}*3.2*2=0.446m3S=(0.24+0.06*2)*2*3.1*2=4.464m2.C1留下的，一字型，H=0.9+0.05-0.08=0.87m,52个V=(0.24+0.06)*0.24*0.87*52=3.527m3S=(0.24+0.06*2)*2*0.87*52=32.573m2汇总：C25:V=18.386m3,S=189.857m2A.3.4现浇混凝土框架梁

序弓项目编码项目名称计算式单位工程量19010405001001矩形梁（二层梁，混凝土为C25）2KL1(1):250*400V=(3.96-0.23*2)*0.25*(0.4-0.1)*2=0.525m3S=0.(525/0.25)*2=4.2m22KL2(2):250*700与250*450V=(8.26-0.38*2)*0.25*(0.7-0.15)+(2.42-0.32)*0.25*(0.45-0.10)=1.309m3S=(1.309*0.25)*2=10.472m22KL3(1A):250*700与250*450V=(8.26-0.38*2)*0.25*(0.7-0.115)+(2.42-0.32)*0.25*(0.45-0.115)=1.273m3S=(1.273-0.25)*2=10.182m22KL4(1A):250*650与250*550/450V=(8.26-0.38*2)*0.25*(0.65-0.13)+(2.42-0.32)*[0.25*(0.45-0.1)+0.25*(0.55-0.1)+a/(SiS2)]/3=1.403m3S=(1.403/0.25)*2=11.221m22KL5(1A):250*7000与250*550/450m327.06319010405001001矩形梁（二层梁，混凝土为C25V=(8.26-0.48*2)*0.25*(0.75-0.13)+(2.42-0.32)*[0.25*(0.45-0.1)+0.25*(0.55-0.1)+^(s1s2)]/3*2=2.988m3S=(2.988/0.25)*2=23.902m22KL6(2):250*500与250*400V=(5.28-0.48)*0.25*(0.5-0.1)+(2.42-0.32)*0.25*(0.4-0.1)*4=2.61m3S=(2.61*0.25)*2=20.88m22KL7(1):250*650V=(8.26-0.48*2)*0.25*(0.7-0.13)*2=2.081m3S=(2.081/0.25)*2=16.644m22KL8(1A):250*650与250*550/450V=(8.26-0.38*2)*0.25*(0.65-0.13)+(2.42-0.32)*[0.25*(0.45-0.1)+0.25*(0.55-0.1)+A/(SiS2)]/3=1.403m3S=(1.403/0.25)*2=11.221m22KL9(1):250*700V=(8.26-0.48*2)*0.25*(0.7-0.13)=1.04m3S=(1.04/0.25)*28.322m22KL10(1A):250*7000与250*550/450

V=(8.26-0.38*2)*0.25*(0.7-0.115)+(2.42-0.32)*[0.25*(0.45-0.1)+0.25*(0.55-0.1)+a/(SiS2)]/3=1.55m3S=(1.55/0.25)*2=12.4m22KL11(2):250*7000与250*450V=(8.26-0.38*2)*0.25*(0.7-0.1)+(2.42452)*0.25*(0.45-0.1)=1.291m3S=(1.291/0,25)*2=10.33m22KL12(10)：250*400V=(2.88-0.48+3.38-0.48)*0.25*(0.4-0.1)+(5*8-8*04)*0.25*(040.13)=2.837m3S=(2.837/0.25)*2=22.692m22KL13(10):250*400V=(2.88-0.48+3.38-0.48)*0,25*(0.4-0.1)+(5*8-8*0.4)*0.25*(0.4-0.115)=2.975m3S=(2.975/0.25)*2=23.796m22KL14(12):200*450V=(46.5-1.2*2-0.35*5)*0.2*(0.45-0.1)=2.965m3S=(2.965/0.2)*2=29.645m22L1(1):250*300V=(3.38-0.255)*0.25*(0.3-0.1)=0.157m3S=(0.157/0.25)*2=1,256m22L2(2):250*300V=(2.28-0.255)*0.25*(0.3-0.1)=0.101m3S=(0.101/0,25)*2=0.81m22L3(2):250*400V=(3.96-0.26)*0.25*(0.4-0.1)*2=0.555m3S=(0.278/0.25)*2=4.44m2汇总：C25:V=27.063m3,,S=222.413m220010405001002矩形梁（三~六层梁，混凝土为C25）3-6KL1(1):250*400V=(3.96-0.23*2)*0.25*(0.4-0,1)*2=0.525m3S=0.(525/0.25)*2=4.2m23~6KL1(1A):250*700与250*550/450V=(8.26-0.38*2)*0.25*(0.7-0.13)+(2.42-0.32)*m3109.648

{0.25*(0.45-0.1)+0.25*(0.55-0.1)+也饱}/3*2=3.045m3S=(3.045/0.25)*2=24.358m23~6KL3(2):250*500与250*400V=(5.28-0.48)*0.25*(0.5-0.1)+(2.42-0.32)*0.25*(040.1)*4=2.61m3S=(2.61*0,25)*2=20.88m23~6KL4(1):250*700V=(8.26-0.38*2)*0.25*(0.7-0.13)=1.069m3S=(1.069/0.25)*2=8.55m23~6KL5(1A):250*700与250*550/450V=(8.26-0.38*2)*0.25*(0.7-0.115)+(2.42-0.32)*[0.25*(0.45-0.1)+0.25*(0.55-0.1)+<(SiS2)]/3=1.55m3S=(1.55/0.25)*2=12.4m23~6KL6(10):250*400V=(2.88-0.48+3.38-0.48)*0.25*(0.4-0.1)+(5*8-8*0.4)*0.25*(0.4-0,13)=2.837m3S=(2.837/0.25)*2=22.692m23~6KL7(10):250*400V=(2.88-0.48+3.38-0.48)*0.25*(0.4-0.1)+(5*8-8*0.4)*0.25*(0.4-0.115)=2.975m3S=(2.975/0.25)*2=23.796m23~6KL8(12):200*450V=(46.5-1.2*2-0.35*5)*0.2*(0.45-0.1)=2.965m3S=(2.965/0.2)*2=29.645m23~6KL9(2A):300*650与300*450V=(8.26-0.38*2)*0.3*(0.65-0.1)+(2.42-0.12-0.4)*0.3*(0.45-0.1)+(1.8-0.35)*0.45*0.3=1.633m3S=(1.43770.3)*2+(1.8-0.35)*0.45*2+0.25*(1.8-0.35)11.248m23~6KL10(2):250*700与250*450V=(8.26-0.38*2)*0.25*(0.7-0.15)+(2.42-0.32)*0.25*(0.45-0.10)=1.309m3S=(1.309*0.25)*2=10.472m23~6KL11(1A):250*700与250*450V=(8.26-0.38*2)*0.25*(0.7-0.115)+(2.42-0.32)*0.25*(0.45-0.115)=1.273m3S=(1.273-0.25)*2=10.182m2

3-6KL12(1A):250*650与250*550/450V=(8.26-0.38*2)*0.25*(0.65-0.13)+(2.42-0.32)*[0.25*(0.45-0.1)+0.25*(0.55-0.1)+a/s!S2]/3=1.429m3S=(1.429/0.25)*2=11.429m23-6KL13(1):250*650V=(8.26-0.38*2)*0.25*(0.65-0.13)*2=1.95m3S=(1.429/0,25)*2=15.6m220010405001002矩形梁（三~六层梁，混凝土为C25）3~6KL14(1A):250*650与250*550/450V=(8.26-0.38*2)*0.25*(0.65-0.13)+(2.42-0.32)*[0.25*(0.45-0.1)+0.25*(0.55-0.1)+A/siS2]/3=1.429m3S=(1.429/0.25)*2=11.429m23~6L1(1),3~6L2(1),3~6L3(1)V=(3.38-0.255)*0.25*(0.3-0.1)+(3.38-0.255)*0.25*(0.3-0.1)+(3.96-0.26)*0.25*(0.4-0.1)*2=0.813m38=(2.965/0.2)*2+(0.157/0.25)*2+(0.278/0.25)*2=5.506m2汇总：C25:V=27.412*4=109.648m3.,S=222.087*4=888.348m221010405001003矩形梁（屋顶层梁，混凝土为C25）W1KL1(1):250*400V=(3.96-0.23*2)*0.25*(0.4-0.1)*2=0.525m3S=0.(525/0.25)*2=4.2m2W1KL2(12):250*450V=(46.5-1.2*2-0.35*5)*0.2*(0.45-0.1)=2.965m3S=(2.965/0.2)*2=29.645m2W1KL3(2):250*650与250*450V=(8.26-0.38*2)*0.25*(0.65-0.1)+(2.42-0.32)*0.25*(0.45-0.1)=1.215m3S=(1.215/0.25)*2=9.72m2W1KL4(1A):250*650与250*450V=(8.26-0.38*2)*0.25*(0.65-0.115)+(2.42-0.32)*0.25*(0.45-0.1)=1.187m3S=(1.187/0.25)*2=9.495m2W1KL5(1A):250*650与250*550V=(8.26-0.38*2)*0.25*(0.65-0.13)+(2.42-0.32)*0.25*(0.55-0.1)*2=2.422m3m339.829

S=(2.422/0.25)*2*2=19.38m2W1KL6(1A):250*650与250*550V=(8.26-0.38*2)*0.25*(0.65-0.13)+(2.42-0.32)*0.25*(0.55-0.1)*2=2.422m3S=(2.422/0.25)*2*2=19.38m2W1KL7(2):250*500与250*400V=(5.28-0.48)*0.25*(0.5-0.1)+(2.42-0.32)*0.25*(040.1)*4=2.61m3S=(2.61*0.25)*2=20.88m2W1KL8(1):250*650V=(8.26-0.38*2)*0.25*(0.65-0.13)=0.975m3S=(0.975/0.25)*2=7.8m2W1KL9(1):250*650V=(8.26-0.38*2)*0.25*(0.65-0.13)*2=1.95m3S=(0.975/0.25)*2*2=15.6m2W1KL10(1A):250*650与250*550V=(8.26-0.38*2)*0.25*(0.65-0.115)+(2.42-0.32)*0.25*(0.55-0.115)=1.232m3S=(1.232/0.25)*2=9.852m2W1KL11(2A):300*650与300*45021010405001003矩形梁（屋顶层梁，混凝土为C25）V=(8.26-0.38*2)*0.3*(0.65-0.1)+(2.42-0.12-0.4)*0.3*(0.45-0.1)+(1.8-0.35)*0.45*0.3=1.633m3S=(1.437/0.3)*2+(1.8-0.35)*0.45*2+0.25*(1.8-0.35)=11.248m2W1KL12(10):250*400V=(2.88-0.48+3.38-0.48)*0.25*(0.4-0.1)+(5*8-8*0.4)*0.25*(0.4-0.13)=2.837m3S=(2.837/0.25)*2=22.692m2W1KL13(10):250*400V=(2.88-0.48+3.38-0.48)*0.25*(0.4-0.1)+(5*8-8*0.4)*0.25*(0.4-0.115)=2.975m3S=(2.975/0.25)*2=23.796m2W1L1,W1L2,W1L3V=(3.38-0.255)*0.25*(0.3-0.1)+(3.38-0.255)*0.25*(0.3-0.1)+(3.96-0.26)*0.25*(0.4-0.1)*2=0.813m3S=(2.965/0.2)*2+(0.157/0.25)*2+(0.278/0.25)*2

=5.506m2W2KL1(1):250*400V=(3.96-0.23*2)*0.25*(0.4-0.1)*2=0.525m3S=(0.525/0.25)*2=4.2m2W2KL2(2):250*500V=(5.28+2.42-0.12-0.4-0.28)*0.25*(0.5-0.1*4=2.76m3S=(2.76/0.25)*2=22.08m2W2KL3(1B),W2KL4(1b):250*450V=[(3.96-0.23*2)*0.25*(0.45-0.1)]*4+[(1.8+0.25)*2*0.25*0.45]*4=1.225+1.845=3.07m3S=(1.225/0.25)*2+[(1.8+0.25)*0.45*2+(1.8+0.25)*0.25]*2*4=29.12m2W2KL5(1A):300*650V=(8.26+2.42+1.8)*0.3*0.65=2.434m3S=12.48*0.3+12.48*0.65*2=19.968m2W2KL6(1):200*450V=2.9*0.2*0.45=0.261m3S=2.9*0.2+0.745*2*2.9=3.19m2W2L1(1):200*450V=(2.42+5.28)*0.2*0.45*4=2.772m3S={7.7*0.45+(7.7-0.25*6)*0.45+7.7*0.2}*4=31.18m2W2L2(1):200*450V=(1.8-0.24)*-0.2*0.45*16=2.246m3S=(1.56*0.45*2+1.56*0.2)*16=27.456m2汇总：C25:V=39.829m3.,S=347.388m222010403005001现浇过梁（松为C25）M2的：12个V=(1+0.25*2)*0.24*0.3*12=1.296m3S=(1+0.25*2+0.3)*2*12=43.2m2M5的：2个V=(1.2+0.25*2)*0.24*0.3*2=0.245m3S=(1.2+0.25*2+0.3)*2*2=8m2m34.47922010403005001现浇过梁（松为C25）C5的：24个V=(1.2+0.25*2)*0.24*0.3*24=2.938m3S=(1.2+0.25*2+0.3)*2*24=96m2

汇总：C25:V=4,479m3,S=147.2m2A.3.5现浇混凝土有梁板序号项目编码项目名称计算式单位工程量23010405001001有梁板（2-6层，混凝土为C25）Hi=130mm,h2=100mmV=5.0*8*(6.58+1.68+0.12)*0.13+(2.88+0.12)*(6.58+1.68+0.12)*0.1+(3.38+0.12)*(6.58+1.68+0.12)*0.1+46.5*2.42*0.1=60.276m3*5=301.38m3S=[43.576/0.13+(60.276-43.576)/0.1]*5=502.2m2*5=2511m2汇总：C25:V=301.38m3.,S=2511m2m3301.3824010405001002有梁板（2~6层，混凝土为C25）Hi=130mm,h2=100mmV=60.276m3+(3.96+0.24)*(5.28+2.42+0.24)*2*0.1=66.946m3S=502.2+6.6696/0.1=568.896m2汇总：C25:V=66,946m3.,S=568.896m2m366.946汇总:所有有梁板（力口入梁）S=4538.045m2；V=544.866m3A.3.6现浇混凝土楼梯序a项目编码项目名称计算式单位工程量

25010406001001直形楼梯C25S=(3.96-0.26)*(5.28-0.13-0.08)*2*6=225.108m2PTB模板:S=(3.96-0.26)*(1.8-0.13)*2*6=74.148m2小汇段:S=225.108m2m2225.108A.3.7现浇混凝土其他构件序号项目编码项目名称计算式单位工程量26010407001001现浇混凝土踏步C25（砖做的）Si=0.7*{(2.88+5+5+4.12-0.12)+(2.42+0.7)+(10+1.92-0.24)+(5.62-0.12)}=25.809m2S2={2.42+(1O+2.88+O.7+4,12)+(1.92+10+0.42-0.24)+(5.62-0.12)}*0.35=13.202m2V=25.809*(0.45-0.02)/3+13.202*(0.45-0.02)/3=5.592m3小汇验:V=5.592m3m35.592

27010407001002现浇混凝土压顶C25女儿墙压顶：素验:V=114.66*0.1*0.235=2.69511)3S=114.66*0.1*2=22.932m2C25碎:V=114.66*0.12*0.335+114.66*0.2*0.235=9.998m3S=114.66*0.12*2+114.66*0.1+114.66*0.2*2=84.848m2楼梯间压顶：C25磅:V=0.1*37,4*0.24=0.898m3S=37,4*0.1*2=7.48m2C1窗下压顶：C255^:V=(5-0.4)*52*0.24*0.08=4.593m3S=(5-0.4)*52*0.08*2=38.272m2阳台压顶：素险:V={(3.38-0.48)*0.1*0.24+(1.68-0.24)*0.1*0.24}*6=0.625m2S={(3.38-0.48)*0.1*2+(1.68-0.24)*0.1*2}*6=5.208m2C25碎：V={(3.38-0.48)*0.12*(0.24+0.1)+(1.68-0.24)*0.12*(0.24+0.1)}*6+{(3.38-0.48)*0.2*0.24+(1.68-0.24)*0.2*0.24}*6=2.312m2S={(3.38-0.48)*0.12*2+(1.68-0.24)*0.12*2+(3.38-0.48)*0.1+(1.68-0.24)*0.1}*6+{(3.38-0.48)*0.2*2+(1.68-0.24)*0.2*2))*6=19.27m2压顶险小汇：素险:V=3.32rr)3C25陛：V=17.801m3,S=178.01m2m317.801/3.3228010407002001散水（900宽，陛为C25）散水碎：S={46.5+0,9*2+8.26+0.12+10.68+0.12+3.38+0.9+[3.96+0.24+(5.28+0.12-0.7+0.9)*2]*2}*0.9=92.304m2散水碎小汇：C25:S=65.867m2m265.86729010405008001雨篷雨篷:S=1.8*0.76*2=2.736m2m22.736

30010405007001天沟天沟险工程■:S=0.3*(8.26+46.02+8.26+2.1+3.08+4.2*2+0.55*2*2)=23.496m2m223.496A.4钢筋工程A.4.1独立基础钢筋工程一序号项目编码计算式（独立基础钢筋工程■）30010416001001保护层厚度为40mm，顶筋保护层厚度为20mmZJ1:2个L边，A14@150:l=[(3.1-2*0.04)/0.15+1]*(1.7-2*0.04+2*6.25*0.014)*2=75.869mB边,A14@150:l=[(1.7-2*0.04)/0.15+1](3.1-2*0.04+2*6,25*0.014)*2=112.527mZJ2:10个L边，A16@100:l=[(3.2-2*0.04)/0.1+1]*(4.8-2*0,04+2*6,25*0.016)*10=1584.24mB边,A14@150:l=[(4.8-2*0.04)/0.15+1]*(3.2-2*0.04+2*6.25*0.014)*10=1069.777mZJ3:4个L边,A16@100:l=[(2.9-2*0.04)/0.1+1]*(4.4-2*0,04+2*6.25*0.016)*4=527.936mB边，A14@150:l=[(4.4-2*0.04)/0.15+1]*(2.9-2*0.04+2*6.25*0.014)*4=357.004mZJ4:1个L边,A14@100:l=[(2.2-2*0.04)/0.1+1]*(3.3-2*0.04+2*6,25*0.014)=75,369mB边,A14@150:1=[(3.3-2*0.04)/0.15+1]*(2.2-2*0,04+2*6.25*0.014)=51,561mZJ5:1个L边，A14@100:l=[(6.5-2*0.04)/0.1+1]*(3.2-2*0,04+2*6.25*0.014)=214.834mr=[(5-2*0.02)/0.1+1]*(2-2*0.02+2*6.25*0.014)=108.031mB边，A16@100:l=[(3.2-2*0.04)/0.1+1]*(6.5-2*0.04+2*6.25*0.016)=213.164mA14@100:l,=[(2-2*0.02)/0.1+1]*(5-2*0.02+2*6.25*0.014)=105.781mZJ6:1个L边，A14@100:l=[(3.6-2*0.04)/0.1+1]*(5.6-2*0.04+2*6.25*0.014)=206.159mA14@150：r=[(2.6-2*0.02)/0.15+1]*(4.6-2*0.04+2*6.25*0.014)=85.546mB边，A14@150:l=[(5.6-2*0.04)/0.15+1]*(3.6-2*0.04+2*6.25*0.014)

序弓项目编码计算式（独立基础钢筋工程量）=139.671m1,=[(4.6-2*0.02)/0.15+1]*(2.6-2*0.02+2*6.25*0.014)=85.879mZJ7:4个L边,A14@100:l=[(2.5-2*0.04)/0.1+1]*(3.8-2*0.04+2*6,25*0.014)*4=392.616mB边,A14@150:l=[(3.8-2*0.04)/0.15+1]*(2.5-2*0.04+2*6.25*0.04)*4=267.804mZJ8:1个L边,A14@100:l=[(5.1-2*0.04)/0.1+1]*(5.9-2*0.04+2*6.25*0.014)=306.944mA14@100：r=[(3.7-2*0.02)/0.13+1]*(5.5-2*0.02+2*6.25*0.014)=164.282mB边,A14@100:l=[(5.9-2*0.04)/0.1+1]*(5.1-2*0.04+2*6.25*0.014)=309.622mr=[(5.5-2*0.02)/0.1+1]*(3.7-2*0.02+2*6.25*0.014)=213.226m30010416001001ZJ9:1个L边,A16@100:l=[(3.9-2*0.04)/0.1+1]*(6.2-2*0.04+2*6.25*0.016)=247.744mA14@100:l=[(2.4-2*0.02)/0.1+1]*(4.7-2*0.02+2*6.25*0.014)+[(1.1-2*0.02)/0.1+1]*(0.21-2*0.02+2*6.25*0.014)=121,296mB边,A14@130:l=[(6.2-2*0.04)/0.1+1]*(3.9-2*0,04+2*6,25*0.014)=248.489mA14@100:l=[(4.7-2*0.02)/0.1+1]*(2.4-2*0.02+2*6.25*0.014)=[(0.21-2*0.02)/0.1+1]*(1.1-2*0.02+2*6.25*0.014)=124.001mZJ10:1个L边，A14@100:l=[(3.6-0.08)/0.1+1]*(5.7-2*0.04+2*6,25*0.014)=209.779mA14@150:l=[(2.4-0.04)/0.15+ir(4.5-2*0.02+2*6,25*0,014)+[(1.1-2*0.02)/0.15+1]*(0.31-2*0.02+2*6.25*0.014)=81.149mB边,A14@150:l=[(5.7-0.08)/0.15+1]*(3.6-2*0,04+2*6,25*0.014)=142.134ml=[(4.5-0.04)/0.15+1]*(2.4-2*0.02+2*6.25*0.014)+[(0.31-2*0.02)/0.15+1]*(1.1-2*0.02+2*6.25*0.014)=88.74mZJ10:1个L边，A14@100:l=[(2.8-2*0.04)/0.1+1]*(5.2-2*0,04+2*6.25*0.014)=149.319mB边,A14@150:l=[(5.2-0.08)/0.15+1]*(2..8-0.08+2*6.25*0.014)=101.711m汇总：A14=5609.165m*1.21=6787.09kgA16=2573.084m*1,58=4065.47kg

A.4.2板钢筋工程量序号项目名称计算式钢筋简图31010416001002保护层厚度为20mm二~六层板筋：B3板:底筋A12@200:单支长=5+0.25-2*0.02+2*6.25*0.012=5.36m支数=(8.26-0.26-2*0.05)/0.1+1=40支总长=5.36*40*8=1715.2m底筋⑪A10@180:单支长=8.26+0.24-2*0.02+2*6.25*0.01=8.585m支数=(5-0.25-2*0.05)/0.18+1=27支总长=8.585*27*8=1854.36m负弯矩筋④⑫A12@180:单支长=[1.25+(0.13-2*0.02)]*2=2.68m支数=(8.26-0.26-2*0.05)/0.18+1=45支总长=1,34*45*2*8=964.8m⑬A8@180:单支长=1.36-0.02+2(0.13-2*0.02)=1.52m支数=(5-0.25-2*0.05)/0.18+1=27支总长=1.52*27*8=328.32m⑭A12@200:单支长=1.25+0.13-2*0.02=1.34m支数=(5-0.25-2*0.05)/0.2+1=24支总长=1.34*24*8=257.28m分布筋A6@200:纵向=8.26+0.12-1.25-1.36+2*31*0.006=6.142m支数=(1.25+1.25-2*0.05-0.25)/0.2+1+1=13支横向=5-1.25*2+2*31*0.006=2.872m支数=(1.36+1.25-2*0.005-0.25)/0.2+2=14支总长=960.432mC 2)I I

①-②轴与®轴底筋①A12@200:单支长=2.88+0.245-2*0.02+2*6.25*0.012=3.235m支数=(6.58-0.255-2*0.05)/0.2+1=32支,总长单只长=8.26+0.24-2*0.02+2*6.25*0.008=8.56m支数=(2.88-0.255-2*0.05)/0.15+1=18支总长=154.08m单只长=2.88+0.245-2*0.02+2*6.25*0.008=3.185m支数=(1.68-0.255-2*0.05)/0.15+1=10支总长=31.85m:单只长=1.68+0.72*2-2*0.02+2*6.25*0.01=3.205m支数=(2.88-0.255-2*0.05)/0.18+1=15支总长=3.205*15=48.075m0180:单只长=0.83-0.02+2*(0.1-2*0.02)=0.93m古物-iaO-n ns\inir+i=^r寺=103.52m②A8@150⑥A8@150⑤A10@18C负弯矩筋③A10《II31010416001002总长=0.93*36*2=66.96m@A12@180:单只长=1.25+0.1-2*0.02=1.31m支数=(8.26-0.26-2*0.05/0.18)+1=45支总长=58.95m分布筋A6@200: [6]=6.58+0.12-0.83-0.72+2*31*0.006=5.522m支数=(0.83+1.25-2*0.05-0.375)/0.2+2=10支横向=2.88+0.12-0.83-1.25+2*31*0.006=1.292m支数=(0.83+0.72-2*0.05-0.375)/0.2+2=6支纵向=1.68-0.255+2*31*0.006=1.797m支数=(1.25-0.05-0.125)/0.2+2=8支总长=78.64m⑥-©轴与①轴:底筋⑥A8@150:单只长=2.88+0.255-2*0.02+2*6.25*0.008=3.195m支数=(2.42-0.245-2*0.05)70.15+1=15支总长=47925mc 23II⑧A8@150:单只长=2.42+0.245-2*0.02+2*6.25*0.008=2.725m支数=(2.88-0.255-2*0.05)/0.15+1=18支总长=49.05m负弯矩筋⑨A8@180:单只长=0.73+0.12-0.02+2*(0.1-2*0.02)=0.95m支数=(2.88-0.255-2*0.05)/0.18+1=15支总长=14.25m⑦A8@150:单只长=0.59*2+2*(0.1-2*0.02)=1.3m支数=(2.42-0.245-2*0.05)/0.15+1=15支总长=19.5m分布筋A6@200:纵向=2.42-0.73-0.72+2*31*0.006=1.342m支数=(0.59-0.05-0.125)/0.2+2=4支横向=2.88-0.255-0.59+2*31*0.006=2.662mC-

31010416001002负弯矩筋⑦A8@150:单只长=0.59*2+2*(0.1-2*0.02)=1.3m支数=(2.42-0.245-2*0.05)/0.15+1=15支总长=19.5m⑭A12@200:单只长=1.25+0.1-2*0.02=1.31m支数=(5-0.25-2*0.05)/0.2+1=24支总长=31.44m⑯A8@150:单只长=0.73+0.12-0.02+2*。1-2*0.02)=0.95m支数=(5-0.25-2*0.05)/0.15+1=32支总长=30.4m分布筋A6@200:纵向=2.42-0.73-1.25+2*31*0.006=0.812m支数=(0.59*2-2*0.005-0.25)/0.2+2=7支横向=5.0-0.59*2+2*31*0.006=4.192m支数=(0.73+1.25-2*0.05-0.25)/0.1+2=11支总长=46.792mBi板:底筋⑮A8@150:单只长=5+0.25-2*0.02+2*6.25*0.008=5.31m支数=(2.42-0.245-2*0.05)/0.15+1=15支总长=79.65m*2=159.3m⑰A8@130:单只长=2.42+0.245-2*0.02+2*6.25*0.008=2.725m支数=(5-0.25-2*0.05)/0.13+1=37支总长=100.825m*2=210.65m负弯矩筋⑱A8@150:单只长=0,58*2+2*(0.1-2*0.02)=1.28m支数=(2.42-0.245-2*0.05)/0.15+1=15支总长=19.2m*2=38.4m⑭A12@200:单只长=1.25+0.1-2*0.02=1.31m支数=(5-0.25-2*0.05)/0.2+1=24支总长=31.44*2=62.88m⑲A8@180:单只长=0.67+0.12-0.02+2*(0.1-2*0.02)=0.91m支数=(5-0.25-2*0.05)/0.18+1=27支总长=24.57m*2=49.14m分布筋A6@200:纵向=2.42-0.67-0.125+2*31*0.006=0.625m支数=(0.58+0.59-2*0.05-0.25)10.2+2=7支横向=5-0.59-0.58+2*31*0.006=4.202m支数=(0.67+1.25-0.25-2*0.05)/0.2+2=11支总长=45.932m*2=91.864m⑥-©轴与④-⑤轴；底筋⑳A8@150:单只长=4.12+0.25-2*0.02+2*6.25*0.008=4.37m支数=(2.42-0.25-2*0.05)/0.15+1=15支总长=65.55m21A8@150:单只=2.42+0.245-2*0.02+2*6.25*0.008=2.725m支数=(4.12-0.25-2*0.05)/0.15+1=26支IIC 2)I—IC dII

支数=(0.58+0.59-2*0.05-0.25)10.2+2=7支横向=4.12-0.58*2+2*31*0.006=3.332m支数=(0.67+1.25-2*0.05-0.25)/0.2+2=11支总长=37.232mC B2板：底筋A8@150:单只长=3.96+0.25-2*0.02+2*6.25*0.008=4.27m支数=(2.42-0.25-2*0.05)/0.15+1=15支总长=64.05m*2=128.10m21A8@150:单只长I I=2.42+0.245-2*0.02+2*6.25*0.008=2.725m支数=(3.96-0.25-2*0.05)/0.15+1=25支总长=68.125m*2=136.25m负弯矩筋⑭A12@200:单只长=1.25+0.1-2*0.02=1.31m支数=(3.96-0.25-2*0.05)/0.2+1=19支，总长=49.78m⑱A8@150:单只长=0.58*2+2*(0.1-2*0.02)=1.28m支数=(2.42-0.245-2*0.05)/0.15+1=15支总长=19,2m*2=38.4m⑲A8@180:单只长=0.67+0.12-0.02+2*(0.1-2*0.02)=0.91mC 3支数=(3.96-0.25-2*0.05)/0.18+1=21支总长=0.91*21*2=38.22m分布筋A6@200:纵向=2.42-0.67-1.25+2*31*0.006=0.872m支数=(0.58*2-0.25-2*0.05)10.2+2=7支横向=3.96-0.58*2+2*31*0.006=3.172mII31010416001002支数=(1.25+0.67-0.25-2*0.05)/0.2+2=11支总长=36.952m*2=73.904m轴与⑦-⑧轴：底筋25A8@150:单只长=1.92+0.25-2*0,02+2*6.25*0.008=2.23m支数=(2.42-0.25-2*0.05)/0.15+1=15支总长=33.45m21A8@150:单只长=2.42+0.245-2*0.02+2*6.25*0.008=2.725m支数=(1.92-0.25-2*0.05)/0.15+1=11支，总长=29.975m负弯矩筋⑭A12@200:单只长=1.25+0.1-2*0.02=1.31m支数=(1.92-0.25-2*0.05)/0.2+1=9支，总长=11.79m@A8@150:单只长=0.58*2+2*(0.1-2*0.02)=1.28m支数=(2.42-0.245-2*0.05)/0.15+1=15支总长=19.2mC 3II26A8@180:单只长=0.57+0.12-0.02+2*(0.1-2*0.01)=0.79m支数=(1.96-0.25-2*0.05)/0.18+1=10支，总长=7.9m分布筋A6@200:纵向=2.42-0.57-1.25+2*31*0.006=0.972m支数=(0.58*2-0.25-2*0.05)/0.2+1=7支横向=1.92-0.58*2+2*31*0.006=1.132m支数=(0.57+1.25-0.25-2*0.05)/0.2+2=10支

支数=(2.42-0.245-2*0.05)/0.15+1=15支,总长=19.2m⑲A8@180:单只长=0.67+0.12-0.02+2*(0.1-2*0.02)=0.91m支数=(5.42-0.25-0.05*2)/0.18+1=29支总长=26.39m分布筋A6@200:纵向=2.42-0.67-1.25+2*31*0.006=0,872m支数=(0.58*2-0.25-2*0.05)10.2+2=6支—横向=5.42-0.58*2+2*31*0.006=4.632m支数=(0.67+1.25-0.25-2*0.05)/0.1+2=10支总长=46.048+0.872+4.632C 3®-®轴与⑫4®轴：底筋28A8@150:单只长=5.62+0.25-2*0.02+2*6.25*0.008=5.93m支数=(2.42-0.25-2*0.05)/0.15+1=15支，总长=88.95m⑰A8@130:单只长=2.42+0.245-2*0.02+2*6.25*0.008=2.725m支数=(5.62-0.25-2*0.05>0.13+1=42支，总长=114.45m负弯矩筋⑭A12@200:单只长=1.25+0.1-2*0.02=1.31m总长=1