某框架辦公樓項(xiàng)目土建與裝飾分部分項(xiàng)工程量計(jì)算書畢業(yè)論文

1、某框架辦公樓項(xiàng)目土建與裝飾分部分項(xiàng)工程量計(jì)算書A.土建工程A.1基數(shù)計(jì)算序號(hào)項(xiàng)目與計(jì)算過程1建筑總高度：H=12.05m2室外差,即室外地坪至標(biāo)高0.000的高度，H450mm3A.2 土石方工程A.2.1土方工程序號(hào)項(xiàng)目編碼項(xiàng)目名稱計(jì)算式單位工程量4010101001001平整場地m29010101003001挖土方ZJ1:2個(gè)，1700*3100V清=1.9*3.3*1.3*2=16.302m3V定=2.5*3.9*1.3*2=25.350m3ZJ2:10個(gè)，4800*3200V清=5.0*3.4*1.3*10=221m3V定=5.6*4.0*1.3*10=291.2m3ZJ3:4個(gè)，44

2、00*2900V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個(gè)，3300*2200V清=3.5*2.4*1.3=10.92m3V定=4.1*3.0*1.3=15.99m3ZJ5:1個(gè)，3200*6500V清=3.4*6.7*1.3=29.614m3 V定=4.0*7.3*1.3=37.96m3ZJ6:1個(gè)，5600*3600V清=5.8*3.8*1.3=28.652m3V定=6.4*4.4*1.3=36.608m3ZJ7:4個(gè)，3800*2500V清=4.0*2.7*1.3*4

3、=56.16m3V定=4.6*3.3*1.3*4=78.936m3ZJ8:1個(gè),5900*5100V清=6.1*5.3*1.3=42.029m3 V定=6.7*6.0*1.3=52.26m3ZJ9:1個(gè),6200*3900V清=6.4*4.1*1.3=34.112m3 V定=7.0*4.7*1.3=42.77m3ZJ10:1個(gè),5700*3600V清=5.9*3.8*1.3=29.146m3 V定=6.5*4.4*1.3=37.18m3ZJ10:1個(gè),5200*2800V清=5.4*3.0*1.3=21.06m3 V定=6.0*3.6*1.3=28.08m3挖溝槽工程量：清單工程量：V=0.4

4、3*（3.38-1.47-0.1）*（1.65-0.45）=0.934m3 定額工程量：V=（0.13+0.3）*（3.38-1.47-0.4）*（1.65-0.45） =0.779m310010101003002挖基礎(chǔ)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

5、*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*

6、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挖基礎(chǔ)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

7、.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

8、*0.4)*0.25*1.05=2.659 m31KL8(1),300*500B=0.25+2*0.1=0.45m,H=0.2mV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=0.15mV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)與1LL

9、2(1),250*300B=0.25+2*0.1=0.45m,H=0.1m V清=0m3V定=0m3挖基礎(chǔ)土方匯總：清單工程量：V清=563.147+6.823=569.97m3 定額工程量：V定=746.328+11.768=758.15m3A.2.2土方回填序號(hào)項(xiàng)目編碼項(xiàng)目名稱計(jì)算式單位工程量11010103001001房心土土方回填室土方回填工程量=主墻間凈面積*回填厚度回填厚度=0.45-0.138=0.312mV=(46.5-0.24)*(10.68-0.12)+(3.96-0.24)*(5.28-0.12)*2*0.312=164.392m3m3=164.3921201010300

10、1002基礎(chǔ)土方回填基礎(chǔ)土方回填量=挖土方量-室外地坪下構(gòu)建所占體積清單工程量：V清=569.97-（253.661+43.319+4.858+23.63+8.055）=236.447m3定額工程量：V定=758.15-333.523=457.293m3m3236.44713010103001003余土外運(yùn)余土外運(yùn)量:（余土運(yùn)距5KM）清單工程量：V清=569.97-164.392-236.447=169.131m3定額工程量：V定=758.15-164.392-457.293=136.465m3m3169.131A.3 現(xiàn)澆混凝土工程A.3.1 現(xiàn)澆混凝土獨(dú)立基礎(chǔ)序號(hào)項(xiàng)目編碼項(xiàng)目名稱計(jì)算式單

11、位工程量14010401002001獨(dú)立基礎(chǔ)（混凝土強(qiáng)度等級(jí)為C25;墊層采用C1混凝土,100mm厚）獨(dú)基混凝土體積：V1;相應(yīng)模板工程量:S1墊層混凝提體積：V2;相應(yīng)模板工程量：S2ZJ1:2個(gè)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個(gè)V1=(4.8*3.2*0.45+2.8*2.2*0.45)*10=96.84m3 S1

12、=(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個(gè)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個(gè)V1=3.

13、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個(gè)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

14、:1個(gè)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獨(dú)立基礎(chǔ)（混凝土強(qiáng)度等級(jí)為C25;墊層采用C1混凝土,100mm厚）ZJ7:4個(gè)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

15、=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個(gè)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個(gè)V1=6.2*3.9*0.45+4.7*2.4*0.45+1.1*0.31*0.45=16.1

16、1m3S1=(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個(gè) 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=2.24

17、2m3 S2=(5.7+0.2)*0.1+(3.6+0.2)*0.1*2=1.94m2ZJ11:1個(gè)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匯總： C25：V1=253.661m3 , S1=310.248m2C10: V2=43.319m3, S2=39.024m2A.3.2 現(xiàn)澆混凝土框架基礎(chǔ)梁序號(hào)項(xiàng)目編碼項(xiàng)目名稱計(jì)算式單位工程量1

18、501框架基礎(chǔ)梁（混凝土強(qiáng)度等級(jí)為C25，墊層采用C10混凝土，厚100mm）條基混凝土體積：V1;相應(yīng)模板工程量:S1墊層混凝提體積：V2;相應(yīng)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

19、.45*0.1=0.986m3 S2=21.9*0.1*2=4.38m2m323.651501框架基礎(chǔ)梁（混凝土強(qiáng)度等級(jí)為C25，墊層采用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*700V1=（6.58+1.68-0.38*2）*0.25*0.7=1.313m3 S1=7.5*0.7*2=10.5m2 V2=7

20、.5*0.45*0.1=0.338m3 S2=7.5*0.1*2=1.5m21KL5（2):250*700與250*450V1=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*400V1=（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.

21、895m3 S2=42.1*0.1*2=8.42m21KL7（10):250*550V1=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*500V1=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*450V1=（3.96-0.23*2）*0.25*0.45=0.394m3 S1=3.5*0.45*2=3

22、.15m2 V2=3.5*0.45*0.1=0.158m3 S2=3.5*0.1*2=0.7m21KL10（1):250*400V1=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)與1LL2（1）:250*300V1=（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=0.277m315框架基礎(chǔ)梁（混凝土強(qiáng)度等級(jí)為C25，墊層采用C10混凝土，厚100mm） S2

23、=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匯總砼： C25：V1=23.65m3 , S1=191.34m2 C10: V2=8.055m3, S2=33.584m2匯總素砼： C25：V=0.785m3,S=2.616m2A.3.3 現(xiàn)澆混凝土柱序號(hào)項(xiàng)目編碼項(xiàng)目名稱計(jì)算式單位工程量16010402001001標(biāo)高-0.75m+3.85m的框架柱（混凝土強(qiáng)度等級(jí)為C30）

24、KZ1：1個(gè)，400*500 V=0.4*0.5*4.6=0.92m3S=（0.4+0.5）*2*4.6=8.28m2KZ2：1個(gè)，400*500V=0.4*0.5*4.6=0.92m3S=（0.4+0.5）*2*4.6=8.28m2KZ3：1個(gè)，400*500V=0.4*0.5*4.6=0.92m3S=（0.4+0.5）*2*4.6=8.28m2KZ4：1個(gè)，400*500V=0.4*0.5*4.6=0.92m3S=（0.4+0.5）*2*4.6=8.28m2KZ5：6個(gè)，400*600V=0.4*0.6*4.6*6=6.624m3 S=（0.4+0.6）*2*4.6*6=55.2m2KZ6

25、：3個(gè)，400*600V=0.4*0.6*4.6*3=3.312m3 S=（0.4+0.6）*2*4.6*3=27.6m2KZ7：2個(gè)，400*600V=0.4*0.6*4.6*2=2.208m3 S=（0.4+0.6）*2*4.6*3=18.4m2KZ8：2個(gè)，1200*300 V=1.2*0.3*4.6*2=3.312m3 S=（1.2+0.3）*2*4.6*2=27.6m2KZ9：4個(gè)，350*400V=0.35*0.4*4.6*4=2.576m3 S=6.9*4=27.6m2KZ10：4個(gè)，350*400V=0.35*0.4*4.6*4=2.576m3 S=6.9*4=27.6m2m3

26、32.72216010402001001標(biāo)高-0.75m+3.85m的框架柱（混凝土強(qiáng)度等級(jí)為C30KZ11：1個(gè)，400*600V=0.4*0.6*4.6=1.104m3 S=（0.4+0.6）*2*4.6=9.2m2KZ12：1個(gè)，400*600V=0.4*0.6*4.6=1.104m3 S=（0.4+0.6）*2*4.6=9.2m2KZ13：1個(gè)，400*600V=0.4*0.6*4.6=1.104m3 S=（0.4+0.6）*2*4.6=9.2m2KZ14：1個(gè)，400*500 V=0.4*0.5*4.6=0.92m3S=（0.4+0.5）*2*4.6=8.28m2KZ15：1個(gè)，40

27、0*500 V=0.4*0.5*4.6=0.92m3S=（0.4+0.5）*2*4.6=8.28m2KZ16：1個(gè)，400*500 V=0.4*0.5*4.6=0.92m3S=（0.4+0.5）*2*4.6=8.28m2KZ17：1個(gè)，400*500 V=0.4*0.5*4.6=0.92m3S=（0.4+0.5）*2*4.6=8.28m2KZ18：1個(gè)，350*400 V=0.35*0.4*4.6=0.644m3 S=6.9m2TZ：4個(gè)，250*350V=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*

28、4=9.12m2匯總: C30：V=32.722m3; S=293.86m2標(biāo)高-0.75m-0.45m柱砼：V=2.082m3標(biāo)高-0.75m-0.05m柱砼：V=4.858m3172標(biāo)高+3.85m+23.35m(+25.8m,+26.335m,+28.00m)的框架柱（混凝土強(qiáng)度等級(jí)為C25）KZ1:1個(gè)，400*500V=(23.35-3.85)*0.4*0.5=3.9m3 S=(0.4+0.5)*2*(23.35-3.85)=35.1m2KZ2:1個(gè)，400*500V=(23.35-3.85)*0.4*0.5=3.9m3 S=(0.4+0.5)*2*(23.35-3.85)=35.1

29、m2KZ3:1個(gè)，400*500V=(23.35-3.85)*0.4*0.5=3.9m3 S=(0.4+0.5)*2*(23.35-3.85)=35.1m2KZ4:1個(gè)，400*500V=(23.35-3.85)*0.4*0.5=3.9m3 S=(0.4+0.5)*2*(23.35-3.85)=35.1m2KZ5:6個(gè)，400*500V=(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個(gè)，400*500V=(23.35-3.85)*0.4*0.5*3=11.7m3 S=(0.4+0.5)*2*(23.

30、35-3.85)*3=105.3m2KZ7:2個(gè)，400*500V=(23.35-3.85)*0.4*0.5*2=7.8m3m3136.845172標(biāo)高+3.85m+23.35m(+25.8m,+26.335m,+28.00m)的框架柱（混凝土強(qiáng)度等級(jí)為C25） S=(0.4+0.5)*2*(23.35-3.85)*2=70.2m2KZ8:2個(gè)，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個(gè),350*400V=(26.35-3.85)*0.35*0.4*4=12.6m3 S=（0.3

31、5+0.4）*2*（26.35-3.85）*4=135m2KZ10:4個(gè),350*400V=(26.35-3.85)*0.35*0.4*4=12.6m3 S=（0.35+0.4）*2*（26.35-3.85）*4=135m2KZ11:1個(gè)，400*500V=(23.35-3.85)*0.4*0.5=3.9m3 S=(0.4+0.5)*2*(23.35-3.85)=35.1m2KZ12:1個(gè)，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)=38.1m2KZ

32、13:1個(gè)，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個(gè)，400*500V=(23.35-3.85)*0.4*0.5=3.9m3 S=(0.4+0.5)*2*(23.35-3.85)=35.1m2KZ15:1個(gè)，400*500V=(23.35-3.85)*0.4*0.5=3.9m3 S=(0.4+0.5)*2*(23.35-3.85)=35.1m2KZ16:1個(gè)，400*500V=(25.8-3.85)*0.4*0.5=4.

33、39m3 S=(25.8-3.85)*2*(0.4+0.5)=39.51m2KZ17:1個(gè)，400*500V=(25.8-3.85)*0.4*0.5=4.39m3 S=(25.8-3.85)*2*(0.4+0.5)=39.51m2KZ18:1個(gè)，350*400V=(25.8-3.85)*0.35*0.4=3.073m2 S=(25.8-3.85)*2*(0.35+0.4)=32.925m2LZ1:1個(gè),250*250V=(26.35-23.35)*0.25*0.25=0.188m3 S=3*2*(0.25+0.25)=3m2TZ1:4個(gè),250*350V=(1.95+0.25)*5*0.25*

34、0.35*4=3.84m3 S=(1.95-0.1)*(0.25+0.35)*5*2*4=44.31m2匯總: C25:V=136.845m3,S=1282.155m2183構(gòu)造柱（混凝土強(qiáng)度等級(jí)為C25）1. 軸號(hào)1、2、8、14上各一個(gè)，H=19.25m,240*240,一字型， 4個(gè)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=55.44m2m318.386183構(gòu)造柱（混凝土強(qiáng)度等級(jí)為C25）2.軸號(hào)15上一個(gè)，H=19.5m,240*240,一字型，1個(gè)V=（0.24+0.06）*

35、0.24*（3.25*6）=1.404m3 S=(0.24+0.06*2)*(3.25*6)*2=14.04m23. 軸號(hào)4,10上個(gè)一個(gè)，H=16m,240*240，一字型，2個(gè)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. 走廊欄桿處，H=1.0m,一字型，120*240，72個(gè)（5層，每層12個(gè)）V=0.12*(0.24+0.06)*1*12*5=2.160m3 S=(0.24+0.06*2)*2*12*5=43.2m25. 走廊欄桿處，L形，H=3.9-0.45=3.45m,240*240,6個(gè)

36、 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. 女兒墻處，一字型，H=0.84m,240*240,24個(gè) V=0.24*（0.24+0.06）*0.84*24=1.452m3 S=(0.24+0.06*2)*2*0.84*24=14.515m27. 女兒墻處,L形，H=0.84m,240*240,1個(gè) 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. 屋頂層11和12軸之間樓梯轉(zhuǎn)角處，L形，2

37、40*240，H=3.1m，2個(gè) 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個(gè) V=（0.24+0.06）*0.24*0.87*52=3.527m3 S=(0.24+0.06*2)*2*0.87*52=32.573m2匯總: C25: V=18.386m3,S=189.857m2A.3.4現(xiàn)澆混凝土框架梁序號(hào)項(xiàng)目編碼項(xiàng)目名稱計(jì)算式單位工程量19010405001001矩形梁（二層梁，混凝土為C25）2KL1（1）：2

38、50*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與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與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)

39、*2=10.182m22KL4（1A）：250*650與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與250*550/450m327.06319010405001001矩形梁（二層梁，混凝土為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-

40、0.1)+(s1s2)/3*2=2.988m3 S=(2.988/0.25)*2=23.902m22KL6（2）：250*500與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與250*550/450 V=(8.26-0.38*2)*0.25*(0.65

41、-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與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=(1.5

42、5/0.25)*2=12.4m22KL11（2）：250*7000與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

43、.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

44、)*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匯總： C25：V=27.063m3,，S=222.413m220010405001002矩形梁（三六層梁，混凝土為C25）36KL1（1）：250*400 V=（3.96-0.23*2）*0.25*（0.4-0.1）*2=0.525m3 S=0.（525/0.25）*2=4.2m236KL1（1A）：250*700與250*550/450 V=（8.26-0.38*2）*0.25*（0.7-0.13）+（2.42-0.

45、32）*0.25*（0.45-0.1）+0.25*（0.55-0.1）+s1s2/3*2=3.045m3 S=(3.045/0.25)*2=24.358m236KL3（2）:250*500與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=20.88m236KL4（1）：250*700 V= （8.26-0.38*2）*0.25*（0.7-0.13）=1.069m3 S=(1.069/0.25)*2=8.55m236KL5（1A）：250*700與250*550/4

46、50 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=12.4m236KL6（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=22.692m236KL7（10）：250*400 V=(2.88-0.48+3.38-0.48)*0.25*(0.4-0.1)+(5*8-8*

47、0.4)*0.25*(0.4-0.115)=2.975m3 S=(2.975/0.25)*2=23.796m236KL8（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=29.645m236KL9（2A）:300*650與300*450 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=1.633m3 S=(1.437/0.3)*2+(1.8-0.35)*0.45*2+0.25*(1.

48、8-0.35)11.248m236KL10（2）：250*700與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=10.472m236KL11（1A）：250*700與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=10.182m236KL12（1A）：250*650與250*550/450 V=(8.26-0.

49、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=1.429m3 S=(1.429/0.25)*2=11.429m236KL13(1):250*650 V=(8.26-0.38*2)*0.25*(0.65-0.13)*2=1.95m3 S=(1.429/0.25)*2=15.6m2m3109.64820010405001002矩形梁（三六層梁，混凝土為C25）36KL14（1A）：250*650與250*550/450 V=(8.26-0.38*2)*0.25*(0.65-0.13)+(2.42

50、-0.32)*0.25*(0.45-0.1)+0.25*(0.55-0.1)+s1s2/3=1.429m3 S=(1.429/0.25)*2=11.429m236L1（1）,36L2（1）,36L3（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=0.813m3 S=(2.965/0.2)*2+(0.157/0.25)*2+(0.278/0.25)*2=5.506m2匯總： C25：V=27.412*4=109.648m3,，S=222.087*4=888.348

51、m221010405001003矩形梁（屋頂層梁，混凝土為C25）W1KL1(1):250*400 V=（3.96-0.23*2）*0.25*（0.4-0.1）*2=0.525m3 S=0.（525/0.25）*2=4.2m2W1KL2(12):250*450 V=(46.5-1.2*2-0.35*5)*0.2*(0.45-0.1)=2.965m3 S=(2.965/0.2)*2=29.645m2W1KL3(2):250*650與250*450 V=(8.26-0.38*2)*0.25*(0.65-0.1)+(2.42-0.32)*0.25*(0.45-0.1)=1.215m3 S=（1.21

52、5/0.25）*2=9.72m2W1KL4(1A):250*650與250*450 V=(8.26-0.38*2)*0.25*(0.65-0.115)+(2.42-0.32)*0.25*(0.45-0.1)=1.187m3 S=(1.187/0.25)*2=9.495m2W1KL5(1A):250*650與250*550 V=(8.26-0.38*2)*0.25*(0.65-0.13)+(2.42-0.32)*0.25*(0.55-0.1)*2=2.422m3 S=(2.422/0.25)*2*2=19.38m2W1KL6(1A):250*650與250*550 V=(8.26-0.38*2)

53、*0.25*(0.65-0.13)+(2.42-0.32)*0.25*(0.55-0.1)*2=2.422m3 S=(2.422/0.25)*2*2=19.38m2W1KL7(2):250*500與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=20.88m2W1KL8(1):250*650 V=(8.26-0.38*2)*0.25*(0.65-0.13)=0.975m3 S=(0.975/0.25)*2=7.8m2W1KL9(1):250*650 V=(8.26-0.38*2)*0.25*(0.65-0.13)*2=1.95m3 S=(0.975/0.25)*2*2=15.6m2W1KL10(1A):250*650與250*550 V=(8.26-0.