構(gòu)造柱、有梁板

1、第第2 2層層模模板板一、構(gòu)造柱序號構(gòu)件名稱位置工程量計算式1GZ1模模板板面面積積 =49.51m2=49.51m2L軸+600/2線模板面積 = (0.2*3+0.2*2.5+(0.03*2*3+0.03*2*2.5)*4=5.72m2L軸+600/5線模板面積 = (0.2*3+0.2*2.5+(0.03*4)*3)*4=5.84m3E軸/1線模板面積 = (0.2+0.2+0.2)*2.5+(0.03*2.5)*2)）*4=6.6m2E軸/4線模板面積 = (0.2+0.2)*3+0.2*(2.1-0.15)+(0.03*2*2.5+0.03*2*0.4)*4=7.056m2E軸/6線

2、+300模板面積 = (0.2+0.2)*2.5+0.2*1.95)+(0.03*2.5+0.03*1.95+0.03*0.4*2)*4=6.19m2D軸-2100/4線模板面積 = (0.2+0.2)*2.5+0.03*2*2*2.5)*4=5.2m2D軸-2100/6線+900模板面積 = (0.2+0.2)*2.6+0.03*2*2*2.6)*4=5.408m2A軸-600/6線模板面積 = (0.2+0.2)*2.5+0.03*2*2.5)*4=4.6m2B軸+3300/9線模板面積 = (0.2+0.2)*2.4+0.03*4*2.4)*2=2.496m22GZa模模板板面面積積 =

3、51.65m2=51.65m2L軸+625/3線+840模板面積 =(0.12+0.15*2)*3+(0.03*3)*2)*8=11.52m2L軸+625/4線-760模板面積 = (0.12+0.15)*2.5+(0.03*2.5)*4)*8=7.8m2E軸/3線-400模板面積 = (0.12+0.15)*3+0.15*1.95+(0.03*2.5)*2)*4=4.8m2E軸/3線+100模板面積 = (0.12+0.15)*2.5+0.15*3+(0.03*3*2+0.03*0.4)*4=5.268m2 E軸/7線+1400模板面積 = (0.12+0.15*2)*2.5+(0.03*3

4、*2+0.03*0.4)*4=4.968m2C軸+1560/4線-25模板面積 = (0.12*2.5+0.15*1.95)+0.03*2.5*2+0.03*1.95*2)*4=3.438m2A軸-625/7線+740模板面積 = (0.12+0.15*2)*3+(0.03*3)*2)*4=5.76m2A軸-625/7線-840模板面積 = (0.12+0.15)*2.5+(0.03*2.5)*2)*4=3.3m2A軸-625/9線-640模板面積 = (0.12+0.15*2)*2.5+(0.03*2.5)*2)*4=4.8m23GZb模模板板面面積積 = = 44.44m244.44m2L

5、軸/3線+875模板面積 = (0.15+0.2+0.05)*2.5+(0.03*2.5)*4)*16=20.8m2F軸/3線-325模板面積 = (0.15+0.2+0.05)*3+(0.03*3)*4)*4=6.24m2F軸/3線+925模板面積 = (0.15+0.2+0.05)*2.5+(0.03*2.5)*4)*8=10.4m2C軸+1575/5線模板面積 = (0.15+0.05)*2.5+(0.03*2.5)*4)*4=3.2m2A軸/9線-625模板面積 = (0.15+0.05)*2.5+(0.03*2.5)*6)*4=3.8m2小小計計模模板板面面積積=145.604m2=

6、145.604m2第第2 217+117+1層層模模板板有有梁梁板板模模板板面面積積序號構(gòu)件名稱單位工程量計算式1XL2(1)m2（0.7-0.3）*（0.2+0.5*2）-(0.7-0.3)*0.1）*62KL19(7)m2(4.5-0.6)*0.2+(4.5-0.6-0.2)*0.5-3.7*0.1)*2+(3.6-0.1-0.25)*(0.2+(0.9-0.1)*2)+(2.4-0.15-0.3)*(0.2+0.4*2)+2.4*(0.2+0.4*2)+(2.4-0.45)*(0.2+0.4*2)+(3.6-0.1-0.25)*(0.2+0.7*2)+(4.5-0.6)*0.2+(4.5

7、-0.6-0.2)*0.4*0.2)*23L12(1)m2(2.1+0.2)*(0.2+0.45+0.35)-1.9*0.1)*2*24L13(3)m2(2.4*2+2.6-0.25)*0.2+(2.4*2+2.6)*0.5+(2.4*2+2.6-0.2*3)*0.4)*2板無名板m2(（2.1-0.2）*（0.6-0.2）-0.3*0.2)*45KL21(1)m2(2-0.1-0.3)*(0.2+0.4*2)*2*26KL1(1)m2(2.1-0.1*2)*(0.2+0.4)+(2.1-0.1*4)*0.4)*2*27KL18(2)m2（(4.5+2-0.3-0.4-0.1）*（0.2+0.

8、4）+（4.5+2-0.3-0.2-0.4-0.2-0.1）*0.4）*4板板CB1m2(2.1-0.2)*(2-0.2)*48L10(1A)m2(0.2*0.45+(4.9-0.2-0.1)*0.2+(4.9-0.2-0.2-0.1)*(0.45-0.1)*2)*49L8(1)m2(2.4-0.2)*(0.2+0.3*2)*4板板B1m2（3.3-0.2）*（2.4-0.2）*4板板B2m2(2.4-0.2)*(0.9-0.2)*410L9(1)m2(2.1-0.2)*(0.2+0.35*2)*411KL9(1A)m2(4.9-0.5-0.4)*(0.2+0.35)+(4.9-0.5-0.4

9、-0.2)*0.35+0.2*0.45)*4板板YTB1m2（2.7-0.2）*（2.1-0.2）*4板板CB2m2(2.1-0.2)*(1.5-0.2)-0.2*0.3)*412KL10(1)m2(1.2-0.2)*(0.3+(0.3-0.1)*2)*413LL3m2(2.8-0.2)*(0.2+0.4*2)*414KL5(5B)m2(0.2+0.5+0.4*(0.4+0.2)+0.4*(0.5-0.1)+(5.3-0.3-0.1)*(0.2+(0.6-0.1)*2)+(3.6-0.3-0.1)*(0.2+0.5*2)+(2.7-0.3-0.1)*(0.2+0.5)+(2.7-0.3-0.1

10、-0.2)*0.5+(6.6-0.4-0.1)*(0.2+0.5)+(6.6-0.4-0.1-0.2*2)*(0.6-0.1)+(3.9-0.4*2)*(0.2+0.4*2)+0.4*(0.2+0.4)+0.4*(0.5-0.1)+0.2*0.5)*4板板B6m2（5.3-0.2）*（3.6-0.2）-0.2*0.15）*415KL16(1)m2(2.9-0.3-0.15)*(0.2+(0.5-0.1)*2)*416KL2(1A)m2(0.6+(0.2+0.4)+0.4*(0.5-0.1)+(4.8-0.3-0.35)*0.2+(4.8-0.3-0.35-0.2)*0.4*2)*4板板B4m2

11、（3.6-0.15-0.3）*（1.2-0.1*2）-0.15*0.25）*417LL1m2(1.6*(0.2+0.5+0.6)*418KL20(1)m2(3-0.5-0.1)*(0.2+0.4*2)*4板板B3m2（3-0.2）*（3.9-0.2）*419XL1(1)m2(1.5*(0.2+0.4)+(1.5-0.2)*0.4)*4板板YTB2m2(3-0.2)*(1.5-0.2)*420KL3(3)m2(3.6-0.5-0.1)*(0.2+0.4*2)+(2.1+0.6-0.3-0.1)*(0.2+0.4)+(2.1+0.6-0.3-0.2-0.1)*(0.5-0.1)+(5-0.35-0

12、.1)*(0.2+0.4)+(5-0.35-0.2-0.1)*(0.5-0.1)*421KL14(2)m2(2.9-0.2-0.3)*(0.2+0.4*2)+(4.2-0.3-0.2)*(0.2+0.4)+(4.2-0.3-0.2-0.2)*0.4)*4板板B5m2（2.9-0.25）*（3.6-0.2）-0.15*0.25）*422KL8(1)m2(2.7+0.9-0.2)*(0.25+0.35*2)*4板板B7m2（3.6-0.2）*（2.7-0.2）-0.2*0.2）*423KL8(1A)m2(0.4*(0.2+0.4*2)+(4.6-0.35)*0.2+(4.6-0.35-0.2)*0

13、.4*2)*424L11(3)m2(2.4*2+2.6*2)*0.2+(2.4*2+2.6-0.2*5)*0.4*2)*225KL7(1)m21*(0.2+0.3*2)*426LL4m21.9*(0.2+0.5*2)*427KL15(4)m2(4.2-0.4-0.25)*(0.2+0.4)+(4.2-0.4-0.25-0.2)*0.4)*2+(3.7-0.25-0.25)*(0.2+0.4*2)*2)*2板板120（厚）m2（1.5-0.2）*6.1*2+（2.1-0.2）*（7.4-0.2）*228LL9m21.2*(0.2+0.3*2)*229L17(1)m24.2*(0.2+0.2*2)

14、*2板板120（厚）m20.6*(4.5-0.2)*230KL22(1)m21.6*(0.2+0.35*2)*2*2板板120（厚）m21.9*(4.5-0.2)*231L6(1)m2(4.2-0.2)*(0.2+0.4*2)*4板無名板m2（0.6-0.2）*（4.2-0.2）-0.2*0.2-0.2*0.1）*4板板CFB1m2(4.2-0.2)*(1.5-0.2)*432L3(1)m2(2.1-0.2)*(0.2+0.3*2)*433L4(1)m2(4.2-0.2)*(0.2+0.3)+(4.2-0.2-0.2)*0.4)*4板板YTB4m2(2.1-0.2)*(1.3-0.2)*4板板

15、CFB2m2(2.9-0.2)*(2.1-0.2)-0.15*0.3)*434L2(1)m2(2.9-0.2)*(0.2+0.4*2)*435KL13(1)m2(4.2-0.2)*0.2+(4.2-0.2-0.2)*0.4*2)*4板無名板m2（2.9-0.2）*（0.6-0.2）*4板板B8m2（3.6-0.2）*（2.9-0.2）*436L1(1)m2(1.6-0.2)*(0.2+0.35*2)*437KL12(4)m2(4.2-0.5-0.2)*(0.2+0.4)+(4.2-0.5-0.2*2)*0.4)*2+(3.7-0.3-0.25)*(0.2+0.4*2)*2)*2板板CB3m2(

16、3.2-0.2)*(1.6-0.2)*4板板B16m2(1.1-0.2)*(1.6-0.2)*438KL6(2A)m2(6.6-0.4-0.1)*(0.2+0.5*2)+(3.9-0.4-0.3)*(0.2+0.4*2)+0.4*(0.2+0.4*2)*2板板B15m2(3.7-0.2)*(6.6-0.2)-0.15*0.3*2)*439KL4(1A)m2(0.3*(0.2+0.4*2)+(3.9-0.15-0.1)*(0.2+0.4*2)*440LL7m2(1.8*(0.2+0.4*2)*4板板B9m2（3.9-0.2）*（3-0.2）*4板板B10m2（2.4*3.6-0.2*0.15*2

17、）*441KL11(2)m2(3.7-0.9-0.2)*2*(0.2+0.4*2)*2板板YTB5m2(3.9-0.2)*(3.7-0.2)*442L14(2)m2(7.4+0.2)*(0.2+0.4)+(7.4-0.2-0.2)*0.4)*2板板YTB6m2(0.6-0.2)*(3.7-0.2)*443L15(1)m21.6*(0.2+0.3*2)*2小小計計（第第2 2層層）m2m2屋屋面面層層1L12(1)m2(4.5*2+3.6*2+2.4*2+2.6)*(0.2+0.4)+(4.5*2+3.6*2+2.4*2+2.6-0.2-0.2*8)*0.4)*22WKL19(7)m2(4.5-

18、0.3-0.3)*0.2+(4.5-0.3*2-0.2)*0.4*2)*2+(3.6-0.1-0.25)*(0.2+0.7*2)*2+(2.4-0.15-0.3)*(0.2+0.4*2)*2+(2.6-0.1*2)*(0.2+0.4*2)*2屋板m2（2.4-0.2）*0.3*2+（2.1-0.2）*0.4-0.2*0.3+（3.6-0.2）*0.4）*2+（2.6-0.2）*0.4）*2L軸/2線L軸/16線m23L10(1A)m2(0.4+4.2-0.2)*(0.2+0.4)+(0.4+4.2-0.2-0.2)*0.4)*44WKL9(1A)m2(0.1+4.2-0.1-0.4)*(0.2

19、+0.4)+(0.1+4.2-0.1-0.2-0.4)*0.4)*45WKL5(5B)m2(0.4*(0.2+0.5+0.4)+(5.3-0.3-0.1)*(0.2+0.5*2)+(3.6-0.3-0.1)*(0.2+0.5*2)+(2.7-0.3-0.1)*(0.2+0.5)+(2.7-0.3-0.1-0.2)*0.5+(6.6-0.4-0.1)*(0.2+0.5)+(6.6-0.4-0.1-0.2*2)*0.5+(3.9-0.4*2)*(0.2+0.4*2)+0.4*(0.2+0.5+0.4)*46WKL8(1A)m2同2層KL8(1A)7L9(1)m2同2層8WKL18(2)m2同2層K

20、L18(2)9WKL1(1)m2同2層KL1(1)10WKL21(1)m2同2層KL21(1)11L7(1)m2(1.2-0.2)*(0.2+0.4*2)*412L6(1)m2(2-0.2)*(0.2+0.4*2)*413LL1m2(1.6*(0.2+0.5)+(1.6-0.2)*0.5)*414WKL16(1)m2同2層KL16(1)15WKL2(1A)m2(0.4*(0.2+0.4*2)+(4.8-0.3-0.35)*0.2+(4.8-0.3-0.35-0.4)*0.4+(4.8-0.3-0.35-0.2)*0.4)*416LL3m2同2層LL317WKL10(1)m2同2層KL10(1)

21、18L11(3)m2同2層L11(3)19WKL7(1)m2同2層KL7(1)20WKL17(3)m2（(1.5-0.2)*(0.25+0.4*2)*2+4.2*（0.25+0.4*2）*221LL9m2同2層22WKL3(3)m2同2層KL3(3)23L2(3)m2(3.6-0.2+0.4+2.1-0.2)*(0.2+0.4*2)*424WKL14(3)m2(2.9-0.5)*(0.2+0.4*2)+(4.2-0.5)*0.2+(4.5-0.5-0.2)*0.4*2+1.3*(0.25+0.4*2)*425WKL20(1)m2同2層KL20(1)26L5(3)m2（(5.9*(0.2+0.4

22、)+(5.9-0.2-0.2)*0.4+(1.2-0.2)*(0.2+0.4*2)+(3-0.2)*(0.2+0.4*2)*427LL4m2同2層28KL22(1)m2同2層（2.4-0.2）*0.3*2+（2.1-0.2）*0.4-0.2*0.3+（3.6-0.2）*0.4）*2+（2.6-0.2）*0.4）*229L15(1)m2同2層30XL1(1)m2同2層屋面板m2（2.1-0.2）*（2-0.2）*4K軸/1線J軸/2線m2屋面板m2（2.4-0.2）*（4.2-0.2）*4L軸+200/2線J軸/2線+2400m2屋面板m2（2.1-0.2）*（1.5-0.2）*4J軸/5線J軸

23、+1500/2線+2100m2屋面板m2（2-0.2）*（1.2-0.2）*4J軸/1線H軸/2線m2屋面板m2（1-0.2）*（1.2-0.2）*4J軸/2線H軸/3線m2屋面板m2（1.2-0.2）*（3.5-0.2）*4J軸/3線H軸/5線m2屋面板m2（1.5-0.2）*（3-0.2）*4H軸/1線E軸/3線m2屋面板m2(（3.6-0.2）*（2.9-0.2）-0.25*0.2)*4H軸/3線F軸/4線m2屋面板m2(0.4*（2.9-0.2）-0.2*0.2)*4F軸/3線E軸/4線m2屋面板m2（3.6-0.2）*（1.5-0.2）*4H軸/4線F軸/6線m2屋面板m2(1.5-

24、0.2)*0.4-0.2*0.2)*4F軸/4線E軸/6線+300m2屋面板m2(3.6-0.2)*(2.7-0.2)-0.2*0.2)*4H軸/6線+300F軸/7線m2屋面板m2(0.4*(2.7-0.2)-0.2*0.2)*4F軸/6線+300E軸/7線m2屋面板m21.3*(1.8-0.2)*4J軸+600/7線H軸/7線m2屋面板m2(1*0.9-0.15*0.15)*2+1*(2.6-0.2)*2J軸+300/(1/7)線J軸+300/(1/10)線m2屋面板m21*(3.6-0.2)*4H軸/7線F軸/(1/7)線m2屋面板m2(0.8*2.5+2.7*1.9)*4F軸/7線D軸

25、/9線m231WKL6(3A)m2(1.9*(0.2+0.5*2)+6.1*(0.2+0.5*2)+3.2*(0.2+(0.5-0.1)*2+0.4*(0.2+(0.5-0.1)*2)*232WKL15(4)m2同2層KL15(4)33L4(1)m2同2層L4(1)34L3(1)m2同2層L3(1)35WKL13(1)m2同2層KL13(1)36WKL12(4)m2同2層KL12(4)37WKL4(1A)m2同2層KL4(1A)38LL7m2同2層LL739WKL11(2)m2同2層KL11(2)40L14(4)m2(3*2+3.7*2)*(0.2+(0.5-0.1)+(3-0.2)*(0.5

26、-0.1)*2+(3.7-0.2)*0.4*2)*241XL2(1)m2同2層XL2(1)屋面板m2(2.1-0.2)*(1.5-0.2)*4E軸/4線D軸/4線+1500m2屋面板m2(2.7-0.2)*(2.1-0.2)*4E軸/4線+1500D軸/7線m2屋面板m2(4.2-0.2)*(2.1-0.2)*4D軸/4線D軸-2100/7線m2(0.4*(2.7-0.2)-0.2*0.2)*4屋面板m20.4*(2.9-0.2)*4D軸-2100/4線C軸/4線+600m2屋面板m2(3.6-0.2)*(2.9-0.2)*4D軸-2100/4線+600C軸/7線m2屋面板m2(1.6-0.2

27、)*(4.2-0.2)*4C軸/4線B軸/7線m2屋面板m2(3-0.2)*(3.9-0.2)-0.2*0.15)*4B軸/6線A軸/7線m2屋面板m2(3*2+3.7*2)*0.6-0.2*0.2*2)*2A軸/6線A軸-600/12線m2小小計計（屋屋面面層層）m2m2機機房房底底板板層層（56.556.5）1KL23(1)m21.5*（0.2+（0.5-0.1）*2）*2*22L16(1)m21.8*（0.2+（0.4-0.1）*2）*2板JFB1m2(2.1-0.2)*1.9-0.1*0.1)*2*2板JFB2m2(4.4-0.2)*0.4+(4.4-0.2)*(2.1-0.2)*2小

28、小計計( (機機房房底底板板) )m2m258m58m構(gòu)構(gòu)架架層層一、梁序號構(gòu)件名稱單位工工程程量量計計算算式式1雨篷梁-57.6m2（(0.5*2+0.2)*1.85-1.2*0.1）*42L9(1)m2(0.45*2+0.2)*(2.2+1.9)-1.9*0.12*2)*4 3L11(3)m2(0.4*2+0.2)*(2.15*2+2.4)-(2.4+2.15*2)*0.12*2)*24L10(1)m2(0.4*2+0.2)*(3.1+2.5)-(2.5+3.1)*0.12)*45L13(1)(200*500)m2(0.5*2+0.2)*(2.85+2.85)*46L14(4)m2(0.4

29、*2+0.2)*(1.3+2.5+3.5)*2-(3.5*0.12)*4)*27L12(1)m2（0.45*2+0.2)*2.8*48WKL10(7)m2(0.5*2+0.2)*(23.8-0.2*8)-（(1.9+3.4+2.2)*2+2.4)*0.12)*29WKL1(1)m2(0.45*2+0.2)*(6-1)-0.2*0.45)*410WKL9(2A)m2(0.5*2+0.2)*0.25+(0.2+0.5*2)*3.85-0.2*0.5)+(0.5*2+0.2)*1-(1*0.12*2+(0.25*0.12)*2+(1.15+3.85+2.5)*0.12)*411WKL19(5)m2(

30、0.5*2+0.2)*(3.25+2.05)*2+2.4)-(3.25*0.12)*4+(2.05*0.12)*4+(2.4*0.12)*2)*212WKL8(1A)m2(0.5*2+0.25)*4.4)-0.2*0.4*2-(1.45*0.12)*2+(2.75*0.12)*2)*4 13WKL8(1A)(200*500)m2(0.5*2+0.2)*0.4-(0.4*0.12)*2)*4 14WKL13(1)m2(0.4*2+0.2)*3.4-(3.4*0.12)*2)*4 15WKL20(1)m2(0.5*2+0.2)*3-0.2*0.4-(1*0.12)16WKL3(3)m2(0.4*2

31、+0.2)*10.7-(0.2*0.5)*3+(0.2*0.4)*2)-(0.2*0.12)*417WKL14(5)m2(0.5*2+0.2)*(2.5*2+7.2-0.2)*2 18WKL7(1)m2(0.4*2+0.2)*1.3-(1.3*0.12)*4 19WKL13(4)m2(0.5*2+0.2)*(3.775+3.35)*2-0.2*0.4*2*2-(3.35*0.12)*2)*220WKL6(3A)m2(0.5*2+0.2)*(1.9+6.25+3.4+0.4)-(0.2*0.4+0.2*0.45)*2-(3.4*0.12)*2+(0.4*0.12)*2+(1.4*0.12)*2+

32、(2.7*0.12)*2+(1.75*0.12)*2)*221WKL16(4)m2(0.45*2+0.2)*(4+3.5)*2-(0.2*0.5*2*2+0.2*0.4*2)-(3.5*0.12)*4)*222WKL12(2)m2(0.5*2+0.25)*3.3*2-(3.3*0.12)*4)*2 23WKL11(2)m2(0.5*2+0.2)*3.125*2-(3.125*0.12)*4)*2 24WKL17(4)m2(0.5*2+0.2)*(13.4-0.5*2)-(0.2*0.5*3+0.2*0.6*2)-(3.5*0.12)*2)*2 25WKL4(1A)m2(0.5*2+0.2)*(

33、5.3)-(0.2*0.45+0.2*0.5)*426WKL18(1)m2(0.5*2+0.2)*0.6*4 27WKL2(1)m2(0.5*2+0.2)*4.65-(0.2*(0.4+0.45)*4 28WKL5(5B)m2A軸-600/7線A軸/7線： (0.6*2+0.2)*0.5-(0.4*0.12)）*4 m2B軸/7線D軸/7線： (0.6*2+0.2)*6.25-(0.2*（0.4+0.45)*2)-(1.4+2.7+1.75)*0.12)*4 29WKL5(5B)(200*500)m2A軸/7線B軸/7線: (0.5*2+0.2)*3.25-（0.2*0.45+0.2*0.5）

34、-(3.25*0.12)）*4 m2D軸/7線L軸/7線: (0.5*2+0.2)*（5.05+5.95）-(0.2*0.4)*3-(1.6+2.8+4+1)*0.12）*4m2L軸/7線L軸+600/7線: (0.5*2+0.2)*0.4-(0.4*0.12)*2)*4 二、連梁序號構(gòu)件名稱工工程程量量計計算算式式1LL3m2(（0.5*2+0.2)*2.2-(2.2*0.12)）*4 2LL9m2（(0.4*2+0.2)*1.2)-(1.2*0.12)）*2三、現(xiàn)澆板序號構(gòu)件名稱工工程程量量計計算算式式1WBm2L軸-1050/4線-450: （(3.1*1.9)-(0.35*0.15)）

35、*4m2J軸+150/4線-450: (2.5*1.9)-(0.35*0.15)*4m2L軸+300/6線+1200: (3.4*0.4)*4 m2K軸/6線+1200: （(4*3.4)-(0.15*0.15)）*4m21/H軸/6線+1200: (3.4*1)*4 m2L軸-900/1/7線-300: (2.2*1.6-(0.15*0.15)*4m2J軸+900/1/7線-300: (2.8*2.2)*4 m2J軸+900/9線: (2.8*2.4)*2m2L軸-900/9線: (2.4*1.6)*2 m2L軸+300/1/7線-300: (2.2*0.4)*4 m2L軸+300/9線:

36、(2.4*0.4)*2 m2D軸-1050/1/7線+350: （(3.5*1.9)-0.15*(0.075+0.075)）*4m2C軸+1450/1/7線+350； (3.5*2.7)*4m2B軸+800/1/7線+350： (3.5*1.4)*4 m2A軸+1950/1/7線+350： (3.7*3.5)*4 m2A軸-300/1/7線+350： (3.5*0.4)*4 小小計計（58m58m構(gòu)構(gòu)架架）m2m2屋屋面面構(gòu)構(gòu)架架梁梁板板模模板板面面積積構(gòu)構(gòu)架架、梯梯間間屋屋面面（59.5m)59.5m)序序號號構(gòu)構(gòu)件件名名稱稱單單位位工工程程量量計計算算式式1 1L16(3)m2(0.5*2

37、+0.2)*7-(0.2*0.4)*2)*22 2WKL26(3)m2(0.5*2+0.2)*6.4-(0.2*0.4)*2 3 3WKL28(1)m2(0.5*2+0.2)*2.8-(0.2*0.5)*4 4 4WKL30(1)m2(0.4*2+0.2)*(1.6+0.9)*45 5WKL25(1)m2(0.5*2+0.2)*1.2)*4 6 6WKL27(1A)m2(0.6*2+0.2)*(0.4+3.85)-(0.2*0.4)*47 7WKL24(4)(200*400)m2(0.4*2+0.2)*7.2-(0.2*0.5)*2*2+0.2*0.45*2)-(2*0.12)*4)*28 8

38、WKL21(3)m2(0.4*2+0.2)*1.3*4 9 9WKL21(3)(200*500)m2(0.5*2+0.2)*3.6-0.2*0.45-(1.7*0.12)*2)*2 1010WKL22(2)m2(0.4*2+0.2)*(2+2)-(2+2)*0.12*2)*21111WKL23(3)m2(0.4*2+0.2)*7.2-(0.2*0.5*2*2+0.2*0.45*2)-(2*0.12)*4)*21212WKL29(1)m2(0.45*2+0.2-0.12*2)*(0.4+1.9+0.85*2)1 1LL4-59.5處m2(0.5*2+0.2)*1.9*-(1.9*0.12)*42

39、 2LL9-59.5處m2(0.4*2+0.2)*1.2-(0.2*0.45)-(0.5*0.12)*2) 1 1WBm2( 0.4+1.9+0.85*2)*2*2*2小小計計（構(gòu)構(gòu)架架、梯梯間間屋屋面面）m2m2屋屋面面構(gòu)構(gòu)架架梁梁模模板板面面積積機機房房頂頂板板屋屋面面序序號號構(gòu)構(gòu)件件名名稱稱單位工工程程量量計計算算式式1 1L12(5B)-62.2處m2(0.4*2+0.2)*15.8-(0.2*0.4)*10)=302 2L13(4B)-62.2處m2(0.4*2+0.2)*15.6-(0.2*0.4)*10)*2(0.4*2+0.2)*15.6-(0.2*0.4)*5)*23 3L1

40、1(7)-62.2處m2(0.4*2+0.2)*15.8-(0.2*0.4)*6)*2 4 4L17(1)-64.4處m2 (0.4*2+0.2)*1.3*45 5L16（1)-64.4處(0.4*2+0.2)*4.6-(0.2*0.4)*2)*26 6L10(1A)-62.2處m2(0.4*2+0.2)*4-(0.2*0.4)*2)*2 = 3.8m27 7L14(2A)-62.2處m2(0.4*2+0.2)*5.5-(0.2*0.4)*4)*2 = 5.1m28 8WKL19(3)-64.4處(0.5*2+0.2)*6.4-0.2*0.4*2)*2 9 9WKL21(1)-64.4處m2(

41、0.5*2+0.2)*2.8-0.2*0.4)*2 1010WKL22(1)-64.4處m2(0.4*2+0.2)*2.6-(0.2*0.4)*2)*21111L15(3)-64.4處(0.4*2+0.2)*7-(0.2*0.4)*4)*2 1212WKL18(3)-64.4處m2(0.4*2+0.2)*（2*2+2.4）-0.2*0.4*2）*21313WKL20(1A)-64.4處m2(0.6*2+0.2)*（0.4+3.7）*4 1414WKL17(1)-64.4處 (0.5*2+0.2)*7.2-(0.2*0.4)）*2 1515WKL11（3)-62.2處m2(0.5*2+0.2)*

42、6.4-0.2*0.4*2)*2 1616WKL2（1)-62.2處m2(0.4*2+0.2）*（1.6+0.9）*41717WKL6(3B)-62.2處(0.4*2+0.2)*（1.6+1.9*4+2.7+2.6)*41818WKL5(3B)-62.2處m2(0.4*2+0.2)*(0.4+4.2-0.4*2-0.15*2+1.9*2+2.7+2.6-0.15*2）*41919WKL4(2A)-62.2處m2 (0.4*2+0.2)*（1.9+2.1-0.35+2.9-0.5+2.8-0.35)*22020WKL8(3B)-62.2處 (0.4*2+0.2)*4-(0.2*0.4)*2)*4

43、2121WKL8(3B)-62.2處m2 (0.5*2+0.2)*7.2-(0.2*0.4)*2 2222WKL15(3)-62.2處m2(0.5*2+0.2)*6.8）*22323WKL10(1A)-62.2處 (0.4*2+0.2)*（4.3-0.45）-(0.2*0.4)*2)*42424WKL16(1)-62.2處m2(0.4*2+0.2）*4.6-0.2*0.4)*2 2525WKL7(4B)-62.2處m2(0.4*2+0.2)*15.8-(0.2*0.4)*10-（0.5*0.2+0.4*0.2*2）*2) *4=2626WKL3（1)-62.2處(0.4*2+0.2)*（1.6

44、+1)*4 2727WKL1（1)-60.2處m2 (0.4*2+0.2)*2.2*4 2828WKL3(3)-60.2處m2(0.4*2+0.2)*(3.7+4+2.7)*42929WKL2(4)-60.2處 (0.4*2+0.2)*(2.35+3.5)*2*2*23030WKL1a(3)-60.2處m2 (0.4*2+0.2)*2.5*4 3131WKL1a(3)-60.2處(200*500)m2(0.5*2+0.2)*7.2-0.2*0.4)+(0.5*2+0.2)*7小小計計（機機房房頂頂板板）m2m2構(gòu)構(gòu)架架梁梁模模板板面面積積工程量2.6444.3328.4415.72.86.47

45、.2822.1613.6816.367.0427.286.166.8414.48199.642.810.494.469.24第第2 217+117+1層層模模板板有有梁梁板板模模板板面面積積9.821.412.458.329.641.445.6814.5638.7624.0835.8912.9233.8417.9614.243.29.1226.6859.081.925.045.165.7616.34166.1620.86.0814.088.3620.3410.815.364.3236.725.0426.2816.85.0421.8489.2415.87.241.4434.3210.451.81

46、4.725.62.561347.4121347.41245.7648.3611.4屋屋面面層層17.2814.8893.9217.9622.1622.167.286.447.27.289.817.2410.42.814.243.214.281.9238.7622.830.189.638.169.125.7611.42.565.6813.6835.29.887.23.213.214.5636.524.1617.681.9233.843.848.328.3113.628.5227.6826.6814.086.0815.3626.2815.87.210.426.162.649.881930.43.8

47、44.3236.7222.441.3215.921174.491174.4962.8814.419.3242.642.6工程量8.416.21610.18419.71227.3625.84機機房房底底板板層層（56.556.5）58m58m構(gòu)構(gòu)架架層層12.3249.10421.6419.2824.9617.3281.53610.33613.641.10428.84.57631.95223.36828.5213.332122724.682.8821.642.60830.83213.2847.3281.5369.5042.11223.3518.795.4454.3113.613.9924.641

48、3.447.683.521.9226.5137.819.651.85.6966.858966.858工程量16.1615.04構(gòu)構(gòu)架架、梯梯間間屋屋面面（59.5m)59.5m)13.04105.7623.4811.325.27.6446.0811.326.882.0521.9832167.956167.956工程量3029.630.430.645.28.887.6810.3615.0413.124.8813.36機機房房頂頂板板屋屋面面12.4822.9617.1215.04105849.21715.3617.1216.3214.769.0457.9210.48.841.646.81016.

49、96666.04666.04首首層層樓樓梯梯模模板板序號構(gòu)件名稱單位工程量計算式工程量休息平臺梁PTL1am22.4*（0.4+0.3+0.2）*24.32休息平臺梁TKL1am22.4*(0.3+0.2+0.25)*23.60休息平臺梁TKL2am2(0.9*(0.4+0.3+0.2)-0.2*0.3)*2*23.00休息平臺板1m22.4*0.7*23.36梯柱m2（0.2+0.3）*2*1.6*2*26.40休息平臺板2m22.4*1.04*24.99踏步m21.15*11*0.167*2*24.23斜段底部1.15*（3.81+3.49）*216.79斜段側(cè)面（0.77+0.76）*2

50、*26.12小小計計52.8152.81二二層層序號構(gòu)件名稱單位工程量計算式工程量休息平臺梁PTL1am22.4*（0.4+0.3+0.2）*24.32休息平臺梁TKL1am22.4*(0.3+0.2+0.25)*23.60休息平臺梁TKL1m22.4*(0.3+0.3+0.2)*23.84休息平臺梁TKL2m2(0.9*(0.4+0.3+0.2）-0.2*0.3)*4*26.00休息平臺板1m22.4*0.7*23.36梯柱m2（0.2+0.3）*2*1.1*4*28.80休息平臺板2m22.4*1*24.80休息平臺板3m22.4*1.04*24.99踏步m21.15*8*0.167*2*

51、23.07斜段底部1.15*（2.53+2.53）*211.64斜段側(cè)面（0.46+0.46）*2*23.68小小計計58.1058.10三三層層序號構(gòu)件名稱單位工程量計算式工程量休息平臺梁PTL1am22.4*（0.4+0.3+0.2）*24.32休息平臺梁TKL1am22.4*(0.3+0.2+0.25)*23.60休息平臺梁TKL2am2(0.9*(0.4+0.3+0.2）-0.2*0.3)*2*23.00休息平臺板1m22.4*1*24.80梯柱m2（0.2+0.3）*1.1*2*2*26.40休息平臺板2m22.4*1.04*24.99踏步m21.15*8*0.167*2*23.07

52、斜段底部1.15*（2.53+2.53）*211.64斜段側(cè)面（0.46+0.46）*2*23.68小小計計45.5045.50第第2 2層層一一、過過梁梁構(gòu)件名稱尺寸位置單位工程量計算式工程量GL-4102200*120M1處m2（0.2*（0.9+0.25）*2+0.9*0.12）*2011.36GL-4102200*120M3處m2（0.2*（0.7+0.25+2）*2+0.7*0.12）*45.056GL-4122200*120M4處m2（0.2*（1.2+0.25+2）*2+1.2*0.12）*46.096GL-4122200*120C9處m2（0.2*（1.2+0.25+2）*2+

53、1.2*0.12）*23.048GL-4122200*120FM2乙處m2（0.2*（1.2+0.2）*2+1.2*0.12）*4*25.632GL-4102200*120FM1乙處m2（0.2*1.2*2+1.2*0.12）*21.248GL-4102200*120風井洞處m2（0.2*（0.75+0.25*2）*2+0.75*0.12）*21.18GL-4102200*120TLM5處m2（0.2*（0.7+0.25*2）*2+0.7*0.12）*42.256小小計計m2m235.87635.876第第2 2層層一一、圈圈梁梁壓壓頂頂構(gòu)件名稱尺寸位置單位工程量計算式工程量壓頂200*150C3處m2（0.2*（0.9+0.06*2）*2+0.9*0.15）*84.344壓頂200*150C6a處m2（0.2*（1.2+0.06*2）*2+1.2*0.15）*42.832壓頂200*150C7處m2（0.2*（1+0.06*2）*2+1*0.15）*42.392小小計計m2m29.5689.568二二、井井道道圈