某框架办公楼项目土建及装饰分部分项工程量计算书毕业设计(论文)带图.doc

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基数计算序号项目及计算过程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，H450mm3A.2 土石方工程A.2.1土方工程序号项目编码项目名称计算式单位工程量4010101001001平整场地m29010101003001挖土方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*2900 V清=4.6*3.1*1.3*4=74.152m3 V定=5.2*3.7*1.3*4=100.048m3m3563.1479010101003001挖土方ZJ4:1个，3300*2200V清=3.5*2.4*1.3=10.92m3V定=4.1*3.0*1.3=15.99m3ZJ5:1个，3200*6500 V清=3.4*6.7*1.3=29.614m3 V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*4.4*1.3=36.608m3ZJ7:4个，3800*2500V清=4.0*2.7*1.3*4=56.16m3V定=4.6*3.3*1.3*4=78.936m3ZJ8:1个,5900*5100 V清=6.1*5.3*1.3=42.029m3 V定=6.7*6.0*1.3=52.26m3ZJ9:1个,6200*3900 V清=6.4*4.1*1.3=34.112m3 V定=7.0*4.7*1.3=42.77m3ZJ10:1个,5700*3600 V清=5.9*3.8*1.3=29.146m3 V定=6.5*4.4*1.3=37.18m3ZJ10:1个,5200*2800 V清=5.4*3.0*1.3=21.06m3 V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） =0.779m310010101003002挖基础土方1KL1(1A),250*700B=0.25+2*0.1=0.45m,H=0.75-0.45+0.1=0.4mV清=（6.58+1.68-1.73-0.1-1.78-0.1）*0.45*0.4=0.819m3 V定=（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=8.26-(2.58+0.1)*2+8.26-2.58-0.1-1.99-0.1 *0.4*0.45=1.672m3 V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*500 B=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=0.535m3 V定=(30.8-24.06-0.8-0.3*8)*0.2*1.05=0.743m31KL4(1),250*700 B=0.25+2*0.1=0.45m,H=0.4mV清=(8.26-2.33*2-0.2)*0.4*0.45=0.612 m3 V定=(8.26-2.33*2-0.2-0.6)*0.4*1.05=1.176 m31KL5(2),250*700B=0.25+2*0.1=0.45m,H=0.4mm36.82310010101003002挖基础土方V清=(8.26-2.33-1.57-0.2)*0.4*0.45=0.749 m3V定=(8.26-2.33-1.57-0.2-0.6)*0.4*1.05=1.459 m31KL6(10),250*400B=0.25+2*0.1=0.45m,H=0.1mV清=(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=0.612 m3 V定=(46.5-1.18-0.4-1.53-0.4-2.9*2-0.4-1.2-3.2*7-14*0.1 -14*0.3)*0.1*1.05=0.797 m31KL7(10),250*550B=0.25+2*0.1=0.45m,H=0.25mV清=(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=1.68 m3 V定=(16.53-0.7-15*0.4)*0.25*1.05=2.659 m31KL8(1),300*500B=0.25+2*0.1=0.45m,H=0.2m V清=(1.12-0.2)*0.5*0.2=0.092 m3V定=(1.12-0.8)*0.2*1.1=0.07 m31KL9（1),250*450B=0.25+2*0.1=0.45m,H=0.15m V清=0m3V定=0m31KL10（1),250*400B=0.25+2*0.1=0.45m,H=0.0m V清=(3.96-1.3*2-0.2)*0.1*0.45=0.052m3 V定=(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 V清=0m3V定=0m3挖基础土方汇总：清单工程量：V清=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量11010103001001房心土土方回填室内土方回填工程量=主墙间净面积*回填厚度 回填厚度=0.45-0.138=0.312m V=(46.5-0.24)*(10.68-0.12)+(3.96-0.24)*(5.28-0.12)*2*0.312=164.392m3m3=164.39212010103001002基础土方回填基础土方回填量=挖土方量-室外地坪下构建所占体积清单工程量：V清=569.97-（253.661+43.319+4.858+23.63+8.055）=236.447m3定额工程量：V定=758.15-333.523=457.293m3m3236.44713010103001003余土外运余土外运量:（余土运距<5KM）清单工程量：V清=569.97-164.392-236.447=169.131m3定额工程量：V定=758.15-164.392-457.293=136.465m3m3169.131A.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量14010401002001独立基础（混凝土强度等级为C25;垫层采用C1混凝土,100mm厚）独基混凝土体积：V1;相应模板工程量:S1垫层混凝提体积：V2;相应模板工程量：S2ZJ1:2个V1=（1.7*3.1*0.45+1.1*2.5*0.45）*2=7.218m3S1=(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 V1=(4.8*3.2*0.45+2.8*2.2*0.45)*10=96.84m3 S1=(4.8+3.2)*0.45+(2.8+2.2)*0.45*10*2=117m2 V2=(4.8+0.2)*(3.2+0.2)*0.1*10=17m3 S2=(4.8+0.2)*0.1+(3.2+0.2)*0.1*2*10=16.8m2ZJ3:4个V1=(4.4*2.9*0.45+2.6*1.7*0.45)*4=30.294m3S1=(4.4+2.9)*0.45+(2.6+1.7)*0.45*4*2=41.76m2 V2=(4.4+0.2)*0.1*(2.9+0.2)*4=5.704m3 S2=(4.4+0.2)*0.1+(2.9+0.2)*0.1*2*4=6.16m2ZJ4:1个V1=3.3*2.2*0.45+3.0*1.4*0.45=5.157m3S1=(3.2+2.2)*0.45+(3.0+1.4)*0.45*2=8.19m2 V2=(3.3+0.2)*0.1*(2.2+0.2)=0.84m3 S2=(3.3+0.2)*0.1+(2.2+0.2)*0.1*2=1.18m2ZJ5:1个V1=3.2*6.5*0.45+2*5*0.45=13.86m3S1=(3.2+6.5)*0.45+(2+5)*0.45*2=15.03m2 V2=(3.2+0.2)*(6.5+0.2)*0.1=2.278m3 S2=(3.2+0.2)*0.1+(6.5+0.2)*0.1*2=2.02m2ZJ6:1个V1=5.6*3.6*0.45+4.6*2.6*0.45=14.454m3S1=(5.6+3.6)*0.45+(4.6+2.6)*0.45*2=14.76m2 V2=(5.6+0.2)*0.1*(3.6+0.2)=2.204m3 S2=(5.6+0.2)*0.1+(3.6+0.2)*0.1*2=1.92m2m3253.66114010401002001独立基础（混凝土强度等级为C25;垫层采用C1混凝土,100mm厚）ZJ7:4个V1=3.8*2.5*0.45+2.1*1.8*0.45=5.693*4=22.77m3S1=(3.8+2.5)*0.45+(2.1+1.5)*0.45*2*4=35.64m2 V2=(3.8+0.2)9*(2.5+0.2)*0.1*4=4.32m3 S2=(3.8+0.2)*0.1+(2.5+0.2)*0.1*2*4=0.864m2ZJ8:1个V1=5.9*5.1*0.45+5.5*3.7*0.45=22.698m3S1=(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=3.233m3 S2=(5.9+0.2)*0.1+(5.1+0.2)*0.1*2=2.28m2ZJ9:1个V1=6.2*3.9*0.45+4.7*2.4*0.45+1.1*0.31*0.45=16.11m3S1=(6.3+3.9)*0.45+(4.7+2.4)*0.45*2+1.1*0.45+0.31 *0.45*2=16.344m2 V2=(6.2+0.2)*(3.9+0.2)*0.1=2.624m3 S2=(6.2+0.2)*0.1+(3.9+0.2)*0.1*2=2.1m2ZJ10:1个 V1=5.7*3.6*0.45+4.5*2.4*0.45+0.21*1.1*0.45 =14.198m3 S1=(5.7+3.6)*0.45+(4.5+2.4)*0.45*2+1.1*0.45+ 0.21*0.45*2=15.264m2 V2=(5.7+0.2)*(3.6+0.2)*0.1=2.242m3 S2=(5.7+0.2)*0.1+(3.6+0.2)*0.1*2=1.94m2ZJ11:1个V1=5.2*2.8*0.45+4.0*1.6*0.45=9.432m3S1=(5.2+2.8)*0.45+(4.0+1.6)*0.45*2=12.24m2 V2=(5.2+0.2)*(2.8+0.2)*0.1=1.62m3 S2=(5.2+0.2)*0.1+(2.8+0.2)*0.1*2=1.68m汇总： C25：V1=253.661m3 , S1=310.248m2 C10: 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：V1;相应模板工程量:S1垫层混凝提体积：V2;相应模板工程量：S21KL1(1A):250*700V1=0.25*0.4*（2.42+1.68+6.58-0.38-0.5-0.2）*2=3.36m3S1=19.2*0.7*2=26.88m2 V2=19.2*0.45*0.1=0.864m3S2=192*0.1*2=3.84m21KL2(2):250*700 V1=（6.58+1.68-0.48*2）*3*0.25*0.7=3.833m3 S1=21.9*0.7*2=30.66m2 V2=21.9*0.45*0.1=0.986m3 S2=21.9*0.1*2=4.38m2m323.65150104010014001框架基础梁（混凝土强度等级为C25，垫层采用C10混凝土，厚100mm）1KL3(2):250*500 V1=（2.42+5.28-0.28-0.25-0.4-0.5）*2*0.25*0.5=1.63m3 S1=6.52*2*0.5*2=13.04m2 V2=13.04*0.45*0.1=0.587m3 S2=13.04*0.1*2=2.608m21KL4（2):250*700 V1=（6.58+1.68-0.38*2）*0.25*0.7=1.313m3 S1=7.5*0.7*2=10.5m2 V2=7.5*0.45*0.1=0.338m3 S2=7.5*0.1*2=1.5m21KL5（2):250*700与250*450 V1=7.5*0.25*0.7+（2.42+0.4+0.12）*0.25*0.45=1.527m3 S1=7.5*0.7*2+1.9*0.45*2=12.21m2 V2=7.5*0.45*0.1+1.9*0.45*0.45=0.723m3 S2=7.5*0.1*2+1.9*0.1*2=1.88m21KL6（10):250*400 V1=（46.5-0.4*11）*0.25*0.4=4.21m3 S1=42.1*0.4*2=33.68m2 V2=42.1*0.45*0.1=1.895m3 S2=42.1*0.1*2=8.42m21KL7（10):250*550 V1=42.1*0.25*0.55=5.789m3 S1=42.1*0.55*2=46.31m2 V2=42.1*0.45*0.1=1.895m3 S2=42.1*0.1*2=8.42m21KL8（1):300*500 V1=2.9*0.3*0.5=0.435m3 S1=2.9*0.5*2=2.9m2 V2=2.9*0.6*0.1=0.174m3 S2=2.9*0.1*2=0.58m21KL9（1):250*450 V1=（3.96-0.23*2）*0.25*0.45=0.394m3 S1=3.5*0.45*2=3.15m2 V2=3.5*0.45*0.1=0.158m3 S2=3.5*0.1*2=0.7m21KL10（1):250*400 V1=3.5*0.25*0.4=0.35m3 S1=3.5*0.4*2=2.8m2 V2=3.5*0.45*0.1=0.518m3 S2=3.5*0.1*2=0.7m21LL1（1)与1LL2（1）:250*300 V1=（3.38+2.88-0.24-0.24）*0.25*0.3=0.434m3 S1=5.78*0.3*2=3.468m2 V2=5.78*0.48*0.1=0.277m3 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=0.375m3 S=5.21*0.3*2=3.126m21-1：（素混凝土) V=0.6*0.4*（3.38-0.23+0.12）=0.785m3 S=3.027*0.4*2=2.616m2汇总砼： C25：V1=23.65m3 , S1=191.34m2 C10: V2=8.055m3, S2=33.584m2汇总素砼： 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量16010402001001标高-0.75m+3.85m的框架柱（混凝土强度等级为C30）KZ1：1个，400*500 V=0.4*0.5*4.6=0.92m3S=（0.4+0.5）*2*4.6=8.28m2KZ2：1个，400*500 V=0.4*0.5*4.6=0.92m3S=（0.4+0.5）*2*4.6=8.28m2KZ3：1个，400*500 V=0.4*0.5*4.6=0.92m3S=（0.4+0.5）*2*4.6=8.28m2KZ4：1个，400*500 V=0.4*0.5*4.6=0.92m3S=（0.4+0.5）*2*4.6=8.28m2KZ5：6个，400*600 V=0.4*0.6*4.6*6=6.624m3 S=（0.4+0.6）*2*4.6*6=55.2m2KZ6：3个，400*600 V=0.4*0.6*4.6*3=3.312m3 S=（0.4+0.6）*2*4.6*3=27.6m2KZ7：2个，400*600 V=0.4*0.6*4.6*2=2.208m3 S=（0.4+0.6）*2*4.6*3=18.4m2KZ8：2个，1200*300 V=1.2*0.3*4.6*2=3.312m3 S=（1.2+0.3）*2*4.6*2=27.6m2KZ9：4个，350*400 V=0.35*0.4*4.6*4=2.576m3 S=6.9*4=27.6m2KZ10：4个，350*400 V=0.35*0.4*4.6*4=2.576m3 S=6.9*4=27.6m2m332.72216010402001001标高-0.75m+3.85m的框架柱（混凝土强度等级为C30KZ11：1个，400*600 V=0.4*0.6*4.6=1.104m3 S=（0.4+0.6）*2*4.6=9.2m2KZ12：1个，400*600 V=0.4*0.6*4.6=1.104m3 S=（0.4+0.6）*2*4.6=9.2m2KZ13：1个，400*600 V=0.4*0.6*4.6=1.104m3 S=（0.4+0.6）*2*4.6=9.2m2KZ14：1个，400*500 V=0.4*0.5*4.6=0.92m3S=（0.4+0.5）*2*4.6=8.28m2KZ15：1个，400*500 V=0.4*0.5*4.6=0.92m3S=（0.4+0.5）*2*4.6=8.28m2KZ16：1个，400*500 V=0.4*0.5*4.6=0.92m3S=（0.4+0.5）*2*4.6=8.28m2KZ17：1个，400*500 V=0.4*0.5*4.6=0.92m3S=（0.4+0.5）*2*4.6=8.28m2KZ18：1个，350*400 V=0.35*0.4*4.6=0.644m3 S=6.9m2TZ：4个，250*350 V=0.25*0.35*（0.05+1.95+0.25）*4=0.798m3 S=（0.05+1.95-0.1）*（0.25+0.35）*2*4=9.12m2汇总: C30：V=32.722m3; S=293.86m2 标高-0.75m-0.45m柱砼：V=2.082m3标高-0.75m-0.05m柱砼：V=4.858m317010402001002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）KZ1:1个，400*500 V=(23.35-3.85)*0.4*0.5=3.9m3 S=(0.4+0.5)*2*(23.35-3.85)=35.1m2KZ2:1个，400*500 V=(23.35-3.85)*0.4*0.5=3.9m3 S=(0.4+0.5)*2*(23.35-3.85)=35.1m2KZ3:1个，400*500 V=(23.35-3.85)*0.4*0.5=3.9m3 S=(0.4+0.5)*2*(23.35-3.85)=35.1m2KZ4:1个，400*500 V=(23.35-3.85)*0.4*0.5=3.9m3 S=(0.4+0.5)*2*(23.35-3.85)=35.1m2KZ5:6个，400*500 V=(23.35-3.85)*0.4*0.5*6=23.4m3 S=(0.4+0.5)*2*(23.35-3.85)*6=210.6m2KZ6:3个，400*500 V=(23.35-3.85)*0.4*0.5*3=11.7m3 S=(0.4+0.5)*2*(23.35-3.85)*3=105.3m2KZ7:2个，400*500 V=(23.35-3.85)*0.4*0.5*2=7.8m3m3136.84517010402001002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） S=(0.4+0.5)*2*(23.35-3.85)*2=70.2m2KZ8:2个，1200*300 V=(28-3.85)*1.2*0.3*2=17.388m3 S=(28-3.85)*2*(1.2+0.3)*2=144.9m2KZ9:4个,350*400 V=(26.35-3.85)*0.35*0.4*4=12.6m3 S=（0.35+0.4）*2*（26.35-3.85）*4=135m2KZ10:4个,350*400 V=(26.35-3.85)*0.35*0.4*4=12.6m3 S=（0.35+0.4）*2*（26.35-3.85）*4=135m2KZ11:1个，400*500 V=(23.35-3.85)*0.4*0.5=3.9m3 S=(0.4+0.5)*2*(23.35-3.85)=35.1m2KZ12:1个，400*500+250*250 V=(23.35-3.85)*0.4*0.5+(26.35-23.35)*0.25*0.25 =4.088m3 S=35.1+3*2*(0.25+0.25)=38.1m2KZ13:1个，400*500+250*250 V=(23.35-3.85)*0.4*0.5+(26.35-23.35)*0.25*0.25 =4.088m3 S=35.1+3*2*(0.25+0.25)=38.1m2KZ14:1个，400*500 V=(23.35-3.85)*0.4*0.5=3.9m3 S=(0.4+0.5)*2*(23.35-3.85)=35.1m2KZ15:1个，400*500 V=(23.35-3.85)*0.4*0.5=3.9m3 S=(0.4+0.5)*2*(23.35-3.85)=35.1m2KZ16:1个，400*500 V=(25.8-3.85)*0.4*0.5=4.39m3 S=(25.8-3.85)*2*(0.4+0.5)=39.51m2KZ17:1个，400*500 V=(25.8-3.85)*0.4*0.5=4.39m3 S=(25.8-3.85)*2*(0.4+0.5)=39.51m2KZ18:1个，350*400 V=(25.8-3.85)*0.35*0.4=3.073m2 S=(25.8-3.85)*2*(0.35+0.4)=32.925m2LZ1:1个,250*250 V=(26.35-23.35)*0.25*0.25=0.188m3 S=3*2*(0.25+0.25)=3m2TZ1:4个,250*350 V=(1.95+0.25)*5*0.25*0.35*4=3.84m3 S=(1.95-0.1)*(0.25+0.35)*5*2*4=44.31m2汇总: C25:V=136.845m3,S=1282.155m218010402001003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=5.544m3 S=(0.24+0.06*2)*(3.2*5+3.25)*2*4=55.44m2m318.38618010402001003构造柱（混凝土强度等级为C25）2.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）=1.404m3 S=(0.24+0.06*2)*(3.25*6)*2=14.04m23. 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=2.304m3 S=(0.24+0.06*2)*3.2*2*5*2=12.6m24. 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=2.160m3 S=(0.24+0.06*2)*2*12*5=43.2m25. 走廊栏杆处，L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=1.49m3S=(0.24+0.06)*2*0.35*6=12.42m26. 女儿墙处，一字型，H=0.84m,240*240,24个 V=0.24*（0.24+0.06）*0.84*24=1.452m3 S=(0.24+0.06*2)*2*0.84*24=14.515m27. 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=0.059m3 S=(0.21+0.06*2)*2*0.84=0.605m28. 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=0.446m3 S=(0.24+0.06*2)*2*3.1*2=4.464m29. C1窗下的，一字型，H=0.9+0.05-0.08=0.87m,52个 V=（0.24+0.06）*0.24*0.87*52=3.527m3 S=(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号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*400 V=（3.96-0.23*2）*0.25*（0.4-0.1）*2=0.525m3 S=0.（525/0.25）*2=4.2m22KL2（2）：250*700与250*450 V=(8.26-0.38*2)*0.25*(0.7-0.15)+(2.42-0.32)*0.25* (0.45-0.10)=1.309m3 S=(1.309*0.25)*2=10.472m22KL3（1A）：250*700与250*450 V=(8.26-0.38*2)*0.25*(0.7-0.115)+(2.42-0.32)*0.25 *(0.45-0.115)=1.273m3 S=(1.273-0.25)*2=10.182m22KL4（1A）：250*650与250*550/450 V=(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)+(s1s2)/3=1.403m3 S=(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C25 V=(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=2.988m3 S=(2.988/0.25)*2=23.902m22KL6（2）：250*500与250*400 V=(5.28-0.48)*0.25*(0.5-0.1)+(2.42-0.32)*0.25*( 0.4-0.1)*4=2.61m3 S=(2.61*0.25)*2=20.88m22KL7（1）：250*650 V=(8.26-0.48*2)*0.25*(0.7-0.13)*2=2.081m3 S=(2.081/0.25)*2=16.644m22KL8（1A）：250*650与250*550/450 V=(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)+(s1s2)/3=1.403m3 S=(1.403/0.25)*2=11.221m22KL9（1）：250*700 V=(8.26-0.48*2)*0.25*(0.7-0.13)=1.04m3 S=(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)+(s1s2)/3=1.55m3 S=(1.55/0.25)*2=12.4m22KL11（2）：250*7000与250*450 V=(8.26-0.38*2)*0.25*(0.7-0.1)+(2.42-0.52)*0.25*(0.45-0.1)=1.291m3 S=(1.291/0.25)*2=10.33m22KL12（10）：250*400 V=(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)=2.837m3 S=(2.837/0.25)*2=22.692m22KL13（10）：250*400 V=(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)=2.975m3 S=(2.975/0.25)*2=23.796m22KL14（12）：200*450 V=(46.5-1.2*2-0.35*5)*0.2*(0.45-0.1)=2.965m3 S=(2.965/0.2)*2=29.645m22L1（1）：250*300 V=(3.38-0.255)*0.25*(0.3-0.1)=0.157m3 S=(0.157/0.25)*2=1.256m22L2（2）：250*300 V=(2.28-0.255)*0.25*(0.3-0.1)=0.101m3 S=(0.101/0.25)*2=0.81m22L3（2）：250*400 V= (3.96-0.26)*0.25*(0.4-0.1)*2=0.555m3 S=(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）36KL1（1）：250*400 V=（3.96-0.23*2）*0.25*（0.4-0.1）*2=0.525m3