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

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1、华东交通大学土木建筑学院毕业设计(论文) 某框架办公楼项目土建及装饰分部分项工程量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*

2、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*

3、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=

4、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）*（

5、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=(3

6、0.8-24.06-0.8-0.3*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.

7、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

8、-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.

9、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

10、.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.

11、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=2.0

12、8m2ZJ2:10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=5.704

13、m3 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)

14、*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

15、.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=2.28

16、m2ZJ9:1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*0.4

17、5+ 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=

18、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

19、.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=2.608m2

20、1KL4（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):2

21、50*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 S

22、2=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 S

23、1=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=0.7

24、85m3,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=0.92m

25、3S=（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

26、 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

27、.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

28、=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

29、=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)

30、*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=70.2m2KZ

31、8:2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

32、)*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*

33、(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

34、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=

35、（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

36、.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

37、.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=（

38、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

39、.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=1.403m

40、3 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

41、.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.

42、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=10.33m2

43、2KL12（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

44、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）36KL