工程量計(jì)算模板大全（土建安裝）

工程量計(jì)算書,,,,,,,

工程名稱：計(jì)算符號：+、-、*、/、^(平方)、sqrt()(平方根),,,,,,,

序號,構(gòu)件名稱設(shè)計(jì)部位,項(xiàng)目名稱,技術(shù)特征規(guī)格型號,構(gòu)件個(gè)數(shù),計(jì)量單位,計(jì)算式,工程量

結(jié)施-03（實(shí)驗(yàn)樓基礎(chǔ)平面布置圖）,,,,,,,

1,獨(dú)立基礎(chǔ)：ZJ-1,C15砼墊層,,4,m3,1.7*1.7*0.1*4,1.16

,,C30砼獨(dú)立基礎(chǔ),,4,m3,(1.5*1.5*0.3+1/6*0.1*(1.5*1.5+0.5*0.5+2.0*2.0))*4,3.13

,,橫向板底筋A(yù)sx,φ10,4,kg,（1.5-0.04*2+12.5*0.01）*12*0.617*4,46

,,縱向板底筋A(yù)sy,φ10,4,kg,（1.5-0.04*2+12.5*0.01）*12*0.617*4,46

2,獨(dú)立基礎(chǔ)：ZJ-2,C15砼墊層,,2,m3,2.1*2.1*0.1*2,0.88

,,C30砼獨(dú)立基礎(chǔ),,2,m3,(1.9*1.9*0.3+1/6*(1.9*1.9+0.55*0.55+2.45*2.45))*2,5.47

,,橫向板底筋A(yù)sx,Φ12,2,kg,（1.9-0.04*2）*13*0.888*2,42

,,縱向板底筋A(yù)sy,Φ12,2,kg,（1.9-0.04*2）*13*0.888*2,42

3,獨(dú)立基礎(chǔ)：ZJ-3,C15砼墊層,,2,m3,1.8*1.8*0.1*2,0.65

,,C30砼獨(dú)立基礎(chǔ),,2,m3,(1.6*1.6*0.3+1/6*0.1*(1.6*1.6+0.5*0.5+2.1*2.1))*2,1.78

,,橫向板底筋A(yù)sx,φ10,2,kg,（1.6-0.04*2+12.5*0.01）*12*0.617*2,24

,,縱向板底筋A(yù)sy,φ10,2,kg,（1.6-0.04*2+12.5*0.01）*12*0.617*2,24

4,獨(dú)立基礎(chǔ)：ZJ-4,C15砼墊層,,6,m3,2.7*2.7*0.1*6,4.37

,,C30砼獨(dú)立基礎(chǔ),,6,m3,(2.5*2.5*0.3+1/6*0.2*(2.5*2.5+0.5*0.5+3.0*3.0))*6,14.35

,,橫向板底筋A(yù)sx,Φ16,6,kg,（2.5-0.04*2）*14*1.58*6,321

,,縱向板底筋A(yù)sy,Φ16,6,kg,（2.5-0.04*2）*14*1.58*6,321

5,獨(dú)立基礎(chǔ)：ZJ-5,C15砼墊層,,2,m3,1.4*1.4*0.1*2,0.39

,,C30砼獨(dú)立基礎(chǔ),,2,m3,(1.2*1.2*0.3+1/6*0.1*(1.2*1.2+0.5*0.5+1.7*1.7))*2,1.02

,,橫向板底筋A(yù)sx,φ10,2,kg,（1.2-0.04*2+12.5*0.01）*8*0.617*2,12

,,縱向板底筋A(yù)sy,φ10,2,kg,（1.2-0.04*2+12.5*0.01）*8*0.617*2,12

6,獨(dú)立基礎(chǔ)：ZJ-6,C15砼墊層,,2,m3,3.5*3.5*0.1*2,2.45

,,C30砼獨(dú)立基礎(chǔ),,2,m3,(3.3*3.3*0.3+1/6*0.3*(3.3*3.3+0.6*0.6+3.9*3.9))*2,9.18

,,橫向板底筋A(yù)sx,Φ16,2,kg,（3.3-0.04*2）*24*1.58*2,244

,,縱向板底筋A(yù)sy,Φ16,2,kg,（3.3-0.04*2）*24*1.58*2,244

7,獨(dú)立基礎(chǔ)：ZJ-7,C15砼墊層,,6,m3,3.0*3.0*0.1*6,5.40

,,C30砼獨(dú)立基礎(chǔ),,6,m3,(2.8*2.8*0.3+1/6*0.2*(2.8*2.8+0.55*0.55+3.35*3.35))*6,17.99

,,橫向板底筋A(yù)sx,Φ16,6,kg,（2.8-0.04*2）*18*1.58*6,464

,,縱向板底筋A(yù)sy,Φ16,6,kg,（2.8-0.04*2）*18*1.58*6,464

8,獨(dú)立基礎(chǔ)：ZJ-8,C15砼墊層,,6,m3,4.0*4.0*0.1*6,9.60

,,C30砼獨(dú)立基礎(chǔ),,6,m3,(3.8*3.8*0.3+1/6*0.4*(3.8*3.8+0.65*0.65+4.45*4.45))*6,39.86

,,橫向板底筋A(yù)sx,Φ16,6,kg,（3.8-0.04*2）*32*1.58*6,1128

,,縱向板底筋A(yù)sy,Φ16,6,kg,（3.8-0.04*2）*32*1.58*6,1128

結(jié)施-04（實(shí)驗(yàn)樓柱配筋平面圖）,,,,,,,

9,框架柱:KZ-1(基礎(chǔ)頂～-0.050),C30矩形柱(1.6m以內(nèi)),h=1.05m,4,m3,0.4*0.4*1.05*4,0.67

,,主筋,Φ20,4,kg,（1.45-0.04+1.4*30*0.02+12*0.02）*12*2.47*4,295

,,箍筋,φ10,4,kg,（0.4*4-8*0.03+31.8*0.01+（（0.113+0.4）*2-4*0.03+31.8*0.01）*2）*3*0.617*4,31

,,箍筋,φ8,4,kg,（0.4*4-8*0.03+31.8*0.008+（（0.113+0.4）*2-4*0.03+31.8*0.008）*2）*11*0.395*4,68

10,框架柱:KZ-2(基礎(chǔ)頂～-0.050),C30矩形柱(2.4m以內(nèi)),h=0.95m,4,m3,0.45*0.45*0.95*4,0.77

,,C30矩形柱(2.4m以內(nèi)),h=0.8m,2,m3,0.45*0.45*0.8*2,0.32

,,柱模板,h=0.8m,2,㎡,0.45*4*0.8*2-0.25*0.4*4-0.3*0.6*2,2.12

,,主筋,Φ20,6,kg,（1.45-0.04+1.4*30*0.02+12*0.02）*8*2.47*6,295

,,主筋,Φ22,6,kg,（1.45-0.04+1.4*30*0.022+12*0.022）*4*2.986*6,186

,,箍筋,φ10,6,kg,（0.45*4-8*0.03+31.8*0.01+（（0.13+0.45）*2-4*0.03+31.8*0.01）*2）*（3*4+4*2）*0.617,57

,,箍筋,φ8,6,kg,（0.45*4-8*0.03+31.8*0.008+（（0.13+0.45）*2-4*0.03+31.8*0.008）*2）*（10*4+9*2）*0.395,101

11,框架柱:KZ-3(基礎(chǔ)頂～-0.050),C30矩形柱(1.6m以內(nèi)),h=1.05m,4,m3,0.4*0.4*1.05*4,0.67

,,主筋,Φ22,4,kg,（1.45-0.04+1.4*30*0.022+12*0.022）*8*2.986*4,248.24

,,箍筋,φ10,4,kg,（0.4*4-8*0.03+31.8*0.001+0.24*4+31.8*0.01）*3*0.617*4,19.77

,,箍筋,φ8,4,kg,（0.4*4-8*0.03+31.8*0.008+0.24*4+31.8*0.008）*11*0.395*4,49.16

12,框架柱:KZ-4(基礎(chǔ)頂～-0.050),C30矩形柱(1.6m以內(nèi)),h=0.95m,2,m3,0.4*0.4*0.95*2,0.30

,,主筋,Φ22,2,kg,（1.45-0.04+1.4*30*0.022+12*0.022）*12*2.986*2,186

,,箍筋,φ10,2,kg,（0.4*4-8*0.03+31.8*0.01+（（0.113+0.4）*2-4*0.03+31.8*0.01）*2）*3*0.617*2,15

,,箍筋,φ8,2,kg,（0.4*4-8*0.03+31.8*0.008+（（0.113+0.4）*2-4*0.03+31.8*0.008）*2）*10*0.395*2,31

13,框架柱:KZ-5(基礎(chǔ)頂～-0.050),C30矩形柱(2.4m以內(nèi)),h=0.85m,2,m3,0.5*0.5*0.85*2,0.43

,,主筋,Φ25,2,kg,（1.45-0.04+1.4*30*0.025+12*0.025）*16*3.856*2,341

,,箍筋,φ10,2,kg,（0.5*4-8*0.03+31.8*0.01+（（0.147+0.5）*2-4*0.03+31.8*0.01）*2）*4*0.617*2,25

,,箍筋,φ8,2,kg,（0.5*4-8*0.03+31.8*0.008+（（0.147+0.5）*2-4*0.03+31.8*0.008）*2）*9*0.395*2,35

14,框架柱:KZ-6(基礎(chǔ)頂～-0.050),C30矩形柱(2.4m以內(nèi)),h=0.95m,2,m3,0.45*0.45*0.95*2,0.38

,,主筋,Φ20,2,kg,（1.45-0.04+1.4*30*0.02+12*0.02）*8*2.47*2,98

,,主筋,Φ22,2,kg,（1.45-0.04+1.4*30*0.022+12*0.022）*4*2.986*2,62

,,箍筋,φ10,2,kg,（0.45*4-8*0.03+31.8*0.01+（（0.13+0.45）*2-4*0.03+31.8*0.01）*2）*3*0.617*6,51

,,箍筋,φ8,2,kg,（0.45*4-8*0.03+31.8*0.008+（（0.13+0.45）*2-4*0.03+31.8*0.008）*2）*10*0.395*2,35

15,框架柱:KZ-7(基礎(chǔ)頂～-0.050),C30矩形柱(1.6m以內(nèi)),h=0.95m,2,m3,0.4*0.4*0.95*2,0.30

,,主筋,Φ20,2,kg,（1.45-0.04+1.4*30*0.02+12*0.02）*8*2.47*2,98

,,主筋,Φ22,2,kg,（1.45-0.04+1.4*30*0.022+12*0.022）*4*2.986*2,62

,,箍筋,φ10,2,kg,（0.45*4-8*0.03+31.8*0.01+（（0.13+0.45）*2-4*0.03+31.8*0.01）*2）*3*0.617*6,51

,,箍筋,φ8,2,kg,（0.45*4-8*0.03+31.8*0.008+（（0.13+0.45）*2-4*0.03+31.8*0.008）*2）*10*0.395*2,35

16,框架柱:KZ-8(基礎(chǔ)頂～-0.050),C30矩形柱(2.4m以內(nèi)),h=0.75m,2,m3,0.55*0.55*0.75*2,0.45

,,主筋,Φ25,2,kg,（1.45-0.04+1.4*30*0.025+12*0.025）*12*3.856*2,255

,,箍筋,φ10,2,kg,（0.55*4-8*0.03+31.8*0.01+（（0.163+0.55）*2-4*0.03+31.8*0.01）*2）*4*0.617*2,27

,,箍筋,φ8,2,kg,（0.55*4-8*0.03+31.8*0.008+（（0.163+0.55）*2-4*0.03+31.8*0.008）*2）*8*0.395*2,34

17,框架柱:KZ-9(基礎(chǔ)頂～-0.050),C30矩形柱(2.4m以內(nèi)),h=0.75m,3,m3,0.55*0.55*0.75*3,0.68

,,主筋,Φ25,3,kg,（1.45-0.04+1.4*30*0.025+12*0.025）*20*3.856*3,639

,,箍筋,φ10,3,kg,（0.55*4-8*0.03+31.8*0.01+（（0.163+0.55）*2-4*0.03+31.8*0.01）*2）*4*0.617*3,41

,,箍筋,φ8,3,kg,（0.55*4-8*0.03+31.8*0.008+（（0.163+0.55）*2-4*0.03+31.8*0.008）*2）*8*0.395*3,51

18,框架柱:KZ-10(基礎(chǔ)頂～-0.050),C30矩形柱(2.4m以內(nèi)),h=0.75m,1,m3,0.55*0.55*0.75,0.23

,,主筋,Φ25,1,kg,（1.45-0.04+1.4*30*0.025+12*0.025）*16*3.856*2,341

,,箍筋,φ10,1,kg,（0.5*4-8*0.03+31.8*0.01+（（0.147+0.5）*2-4*0.03+31.8*0.01）*2）*4*0.617,12

,,箍筋,φ8,1,kg,（0.5*4-8*0.03+31.8*0.008+（（0.147+0.5）*2-4*0.03+31.8*0.008）*2）*8*0.395,15

19,框架柱:KZ-11(基礎(chǔ)頂～-0.050),C30矩形柱(1.6m以內(nèi)),h=0.95m,2,m3,0.4*0.4*0.95*2,0.30

,,主筋,Φ20,2,kg,（1.45-0.04+1.4*30*0.02+12*0.02）*8*2.47*2,98

,,主筋,Φ22,2,kg,（1.45-0.04+1.4*30*0.022+12*0.022）*4*2.986*2,62

,,箍筋,φ10,2,kg,（0.4*4-8*0.03+31.8*0.01+（（0.113+0.4）*2-4*0.03+31.8*0.01）*2）*3*0.617*2,15

,,箍筋,φ8,2,kg,（0.4*4-8*0.03+31.8*0.008+（（0.113+0.4）*2-4*0.03+31.8*0.008）*2）*10*0.395*2,31

20,框架柱:KZ-1(-0.05～4.770),C30矩形柱(1.6m以內(nèi)),h=4.82m,4,m3,0.4*0.4*4.82*4,3.08

,,主筋,Φ20,4,kg,（4.82+1.4*30*0.02）*12*2.47*4,671

,,箍筋,φ8,4,kg,（0.4*4-8*0.03+31.8*0.008+（（0.113+0.4）*2-4*0.03+31.8*0.008）*2）*34*0.395*4,211

21,框架柱:KZ-2(-0.05～4.770),C30矩形柱(2.4m以內(nèi)),h=4.82m,6,m3,0.45*0.45*4.82*6,5.86

,,主筋,Φ20,6,kg,（4.82+1.4*30*0.02）*8*2.47*6,671

,,主筋,Φ22,6,kg,（4.82+1.4*30*0.022）*4*2.986*6,412

,,箍筋,φ8,6,kg,（0.45*4-8*0.03+31.8*0.008+（（0.13+0.45）*2-4*0.03+31.8*0.008）*2）*34*0.395*6,355

22,框架柱:KZ-3(-0.05～4.770),C30矩形柱(1.6m以內(nèi)),h=4.82m,4,m3,0.4*0.4*4.82*4,3.08

,,主筋,Φ22,4,kg,（4.82+1.4*30*0.022）*8*2.986*2,274

,,主筋,Φ22,4,kg,（4.82-0.03+1.5*30*0.022）*5*2.986*2,173

,,主筋,Φ22,4,kg,（4.82-0.03+12*0.022）*3*2.986*2,91

,,箍筋,φ8,4,kg,（0.4*4-8*0.03+31.8*0.008+0.24*4+31.8*0.008）*33*0.395*4,147

23,框架柱:KZ-4(-0.05～4.770),C30矩形柱(1.6m以內(nèi)),h=4.82m,2,m3,0.4*0.4*4.82*2,1.54

,,主筋,Φ22,2,kg,（4.82+1.4*30*0.022）*12*2.986*2,412

,,箍筋,φ8,2,kg,（0.4*4-8*0.03+31.8*0.008+（（0.113+0.4）*2-4*0.03+31.8*0.008）*2）*33*0.395*2,103

24,框架柱:KZ-5(-0.05～4.770),C30矩形柱(2.4m以內(nèi)),h=4.82m,2,m3,0.5*0.5*4.82*2,2.41

,,主筋,Φ25,2,kg,（4.82+1.4*30*0.025）*16*3.856*2,724

,,箍筋,φ8,2,kg,（0.5*4-8*0.03+31.8*0.008+（（0.147+0.5）*2-4*0.03+31.8*0.008）*2）*33*0.395*2,127

25,框架柱:KZ-6(-0.05～4.770),C30矩形柱(2.4m以內(nèi)),h=4.82m,2,m3,0.45*0.45*4.82*2,1.95

,,主筋,Φ20,2,kg,（4.82+1.4*30*0.02）*8*2.47*2,224

,,主筋,Φ22,2,kg,（4.82+1.4*30*0.022）*4*2.986*2,137

,,箍筋,φ8,2,kg,（0.45*4-8*0.03+31.8*0.008+（（0.13+0.45）*2-4*0.03+31.8*0.008）*2）*33*0.395*2,115

26,框架柱:KZ-7(-0.05～4.770),C30矩形柱(1.6m以內(nèi)),h=4.82m,2,m3,0.4*0.4*4.82*2,1.54

,,主筋,Φ20,2,kg,（4.82+1.4*30*0.02）*8*2.47*2,224

,,主筋,Φ22,2,kg,（4.82+1.4*30*0.022）*4*2.986*2,137

,,箍筋,φ8,2,kg,（0.4*4-8*0.03+31.8*0.008+（（0.113+0.4）*2-4*0.03+31.8*0.008）*2）*33*0.395*2,103

27,框架柱:KZ-8(-0.05～4.770),C30矩形柱(2.4m以內(nèi)),h=4.82m,2,m3,0.55*0.55*4.82*2,2.92

,,主筋,Φ25,2,kg,（4.82+1.4*30*0.025）*12*3.856*2,543

,,箍筋,φ8,2,kg,（0.55*4-8*0.03+31.8*0.008+（（0.163+0.55）*2-4*0.03+31.8*0.008）*2）*33*0.395*2,139

28,框架柱:KZ-9(-0.05～4.770),C30矩形柱(2.4m以內(nèi)),h=4.82m,3,m3,0.55*0.55*4.82*3,4.37

,,主筋,Φ25,3,kg,（4.82+1.4*30*0.025）*20*3.856*3,1358

,,箍筋,φ8,3,kg,（0.55*4-8*0.03+31.8*0.008+（（0.163+0.55）*2-4*0.03+31.8*0.008）*2）*33*0.395*3,209

29,框架柱:KZ-10(-0.05～4.770),C30矩形柱(2.4m以內(nèi)),h=4.82m,1,m3,0.55*0.55*4.82,1.46

,,主筋,Φ25,1,kg,（4.82+1.4*30*0.025）*16*3.856*2,724

,,箍筋,φ8,1,kg,（0.5*4-8*0.03+31.8*0.008+（（0.147+0.5）*2-4*0.03+31.8*0.008）*2）*33*0.395,63

30,框架柱:KZ-11(-0.05～4.770),C30矩形柱(1.6m以內(nèi)),h=4.82m,2,m3,0.4*0.4*4.82*2,1.54

,,主筋,Φ20,2,kg,（4.82+1.4*30*0.02）*8*2.47*2,224

,,主筋,Φ22,2,kg,（4.82+1.4*30*0.022）*4*2.986*2,137

,,箍筋,φ8,2,kg,（0.4*4-8*0.03+31.8*0.008+（（0.113+0.4）*2-4*0.03+31.8*0.008）*2）*33*0.395*2,103

31,框架柱:KZ-1(4.770～8.970),C25矩形柱(1.6m以內(nèi)),h=4.2m,4,m3,0.4*0.4*4.2*4,2.69

,,主筋,Φ20,4,kg,（4.2-0.03+1.5*30*0.02）*7*2.47*4,351

,,主筋,Φ20,4,kg,（4.2-0.03+12*0.02）*7*2.47*4,305

,,箍筋,φ8,4,kg,（0.4*4-8*0.03+31.8*0.008+（（0.113+0.4）*2-4*0.03+31.8*0.008）*2）*32*0.395*4,199

32,框架柱:KZ-2(4.770～8.970),C25矩形柱(2.4m以內(nèi)),h=4.2m,6,m3,0.45*0.45*4.2*6,5.10

,,主筋,Φ20,6,kg,（4.2-0.03+1.5*30*0.02）*2*2.47*6,150

,,主筋,Φ20,6,kg,（4.2-0.03+12*0.02）*6*2.47*6,392

,,主筋,Φ22,6,kg,（4.2-0.03+1.5*30*0.022）*2*2.986*6,185

,,主筋,Φ22,6,kg,（4.2-0.03+12*0.022）*2*2.986*6,159

,,箍筋,φ8,6,kg,（0.45*4-8*0.03+31.8*0.008+（（0.13+0.45）*2-4*0.03+31.8*0.008）*2）*32*0.395*6,334

33,框架柱:KZ-3(4.770～8.970),C25矩形柱(1.6m以內(nèi)),h=4.2m,4,m3,0.4*0.4*4.2*4,2.69

,,主筋,Φ20,4,kg,（4.2+1.4*30*0.02）*4*2.47*2,100

,,主筋,Φ18,4,kg,（4.2+1.4*30*0.018）*4*2*2,79

,,箍筋,φ8,4,kg,（0.4*4-8*0.03+31.8*0.008+0.24*4+31.8*0.008）*32*0.395*2,72

34,框架柱:KZ-4(4.770～8.970),C25矩形柱(1.6m以內(nèi)),h=4.2m,2,m3,0.4*0.4*4.2*2,1.34

,,主筋,Φ20,2,kg,（4.2+1.4*30*0.02）*4*2.47*2,100

,,主筋,Φ18,2,kg,（4.2+1.4*30*0.018）*8*2*2,

,,箍筋,φ8,2,kg,（0.4*4-8*0.03+31.8*0.008+（（0.113+0.4）*2-4*0.03+31.8*0.008）*2）*32*0.395*2,99

35,框架柱:KZ-5(4.770～8.970),C25矩形柱(2.4m以內(nèi)),h=4.2m,2,m3,0.45*0.45*4.2*2,1.70

,,主筋,Φ25,2,kg,（4.2+1.4*30*0.025）*12*3.856*2,486

,,箍筋,φ8,2,kg,（0.45*4-8*0.03+31.8*0.008+（（0.13+0.45）*2-4*0.03+31.8*0.008）*2）*32*0.395*2,111

36,框架柱:KZ-6(4.770～8.970),C25矩形柱(2.4m以內(nèi)),h=4.2m,2,m3,0.45*0.45*4.2*2,1.70

,,主筋,Φ18,2,kg,（4.2+1.4*30*0.018）*8*2*2,159

,,主筋,Φ20,2,kg,（4.2+1.4*30*0.02）*4*2.47*2,100

,,箍筋,φ8,2,kg,（0.45*4-8*0.03+31.8*0.008+（（0.13+0.45）*2-4*0.03+31.8*0.008）*2）*32*0.395*2,111

37,框架柱:KZ-7(4.770～8.970),C25矩形柱(1.6m以內(nèi)),h=4.2m,2,m3,0.4*0.4*4.2*2,1.34

,,主筋,Φ20,2,kg,（4.2+1.4*30*0.020）*8*2.47*2,199

,,主筋,Φ20,2,kg,（4.2+1.4*30*0.02）*4*2.47*2,100

,,箍筋,φ8,2,kg,（0.4*4-8*0.03+31.8*0.008+（（0.113+0.4）*2-4*0.03+31.8*0.008）*2）*32*0.395*2,99

38,框架柱:KZ-8(4.770～8.970),C25矩形柱(2.4m以內(nèi)),h=4.2m,2,m3,0.5*0.5*4.2*2,2.10

,,主筋,Φ22,2,kg,（4.2+1.4*30*0.022）*4*2.986*2,122

,,主筋,Φ20,2,kg,（4.2+1.4*30*0.02）*8*2.47*2,199

,,箍筋,φ8,2,kg,（0.5*4-8*0.03+31.8*0.008+（（0.147+0.5）*2-4*0.03+31.8*0.008）*2）*32*0.395*2,123

39,框架柱:KZ-9(4.770～8.970),C25矩形柱(2.4m以內(nèi)),h=4.2m,3,m3,0.45*0.45*4.2*3,2.55

,,主筋,Φ25,3,kg,（4.2+1.4*30*0.025）*12*3.856*3,729

,,箍筋,φ8,3,kg,（0.45*4-8*0.03+31.8*0.008+（（0.13+0.45）*2-4*0.03+31.8*0.008）*2）*32*0.395*3,167

40,框架柱:KZ-10(4.770～8.970),C25矩形柱(2.4m以內(nèi)),h=4.2m,1,m3,0.45*0.45*4.2,0.85

,,主筋,Φ25,1,kg,（4.2+1.4*30*0.025）*12*3.856*2,486

,,箍筋,φ8,1,kg,（0.45*4-8*0.03+31.8*0.008+（（0.13+0.45）*2-4*0.03+31.8*0.008）*2）*32*0.395,56

41,框架柱:KZ-11(4.770～8.970),C25矩形柱(1.6m以內(nèi)),h=4.2m,2,m3,0.4*0.4*4.2*2,1.34

,,主筋,Φ20,2,kg,（4.2+1.4*30*0.02）*8*2.47*2,199

,,主筋,Φ22,2,kg,（4.2+1.4*30*0.022）*4*2.986*2,122

,,箍筋,φ8,2,kg,（0.4*4-8*0.03+31.8*0.008+（（0.113+0.4）*2-4*0.03+31.8*0.008）*2）*32*0.395*2,99

44,框架柱:KZ-3(8.970～12.770),C25矩形柱(1.6m以內(nèi)),h=3.8m,4,m3,0.4*0.4*3.8*4,2.43

,,主筋,Φ20,4,kg,（3.8+1.4*30*0.02）*4*2.47*2,92

,,主筋,Φ18,4,kg,（3.8+1.4*30*0.018）*4*2*2,73

,,箍筋,φ8,4,kg,（0.4*4-8*0.03+31.8*0.008+0.24*4+31.8*0.008）*32*0.395*2,72

45,框架柱:KZ-4(8.970～12.770),C25矩形柱(1.6m以內(nèi)),h=3.8m,2,m3,0.4*0.4*3.8*2,1.22

,,主筋,Φ20,2,kg,（3.8+1.4*30*0.02）*4*2.47*2,92

,,主筋,Φ18,2,kg,（3.8+1.4*30*0.018）*8*2*2,146

,,箍筋,φ8,2,kg,（0.4*4-8*0.03+31.8*0.008+（（0.113+0.4）*2-4*0.03+31.8*0.008）*2）*32*0.395*2,99

46,框架柱:KZ-5(8.970～12.770),C25矩形柱(2.4m以內(nèi)),h=3.8m,2,m3,0.45*0.45*3.8*2,1.54

,,主筋,Φ25,2,kg,（3.8+1.4*30*0.025）*12*3.856*2,449

,,箍筋,φ8,2,kg,（0.45*4-8*0.03+31.8*0.008+（（0.13+0.45）*2-4*0.03+31.8*0.008）*2）*32*0.395*2,111

47,框架柱:KZ-6(8.970～12.770),C25矩形柱(2.4m以內(nèi)),h=3.8m,2,m3,0.45*0.45*3.8*2,1.54

,,主筋,Φ18,2,kg,（3.8+1.4*30*0.018）*8*2*2,146

,,主筋,Φ20,2,kg,（3.8+1.4*30*0.02）*4*2.47*2,92

,,箍筋,φ8,2,kg,（0.45*4-8*0.03+31.8*0.008+（（0.13+0.45）*2-4*0.03+31.8*0.008）*2）*32*0.395*2,111

48,框架柱:KZ-7(8.970～12.770),C25矩形柱(1.6m以內(nèi)),h=3.8m,2,m3,0.4*0.4*3.8*2,1.22

,,主筋,Φ20,2,kg,（3.8+1.4*30*0.02）*12*2.47*2,275

,,箍筋,φ8,2,kg,（0.4*4-8*0.03+31.8*0.008+（（0.113+0.4）*2-4*0.03+31.8*0.008）*2）*32*0.395*2,99

49,框架柱:KZ-8(8.970～12.770),C25矩形柱(2.4m以內(nèi)),h=3.8m,2,m3,0.45*0.45*3.8*2,1.54

,,主筋,Φ20,2,kg,（3.8+1.4*30*0.02）*12*2.47*2,275

,,箍筋,φ8,2,kg,（0.5*4-8*0.03+31.8*0.008+（（0.147+0.5）*2-4*0.03+31.8*0.008）*2）*32*0.395*2,123

50,框架柱:KZ-9(8.970～12.770),C25矩形柱(2.4m以內(nèi)),h=3.8m,3,m3,0.45*0.45*3.8*3,2.31

,,主筋,Φ25,3,kg,（3.8+1.4*30*0.025）*12*3.856*3,673

,,箍筋,φ8,3,kg,（0.45*4-8*0.03+31.8*0.008+（（0.13+0.45）*2-4*0.03+31.8*0.008）*2）*32*0.395*3,167

51,框架柱:KZ-10(8.970～12.770),C25矩形柱(2.4m以內(nèi)),h=3.8m,1,m3,0.45*0.45*3.8,0.77

,,主筋,Φ25,1,kg,（3.8+1.4*30*0.025）*12*3.856*2,449

,,箍筋,φ8,1,kg,（0.45*4-8*0.03+31.8*0.008+（（0.13+0.45）*2-4*0.03+31.8*0.008）*2）*32*0.395,56

52,框架柱:KZ-11(8.970～12.770),C25矩形柱(1.6m以內(nèi)),h=3.8m,2,m3,0.4*0.4*3.8*2,1.22

,,主筋,Φ20,2,kg,（3.8+1.4*30*0.02）*8*2.47*2,183

,,主筋,Φ22,2,kg,（3.8+1.4*30*0.022）*4*2.986*2,113

,,箍筋,φ8,2,kg,（0.4*4-8*0.03+31.8*0.008+（（0.113+0.4）*2-4*0.03+31.8*0.008）*2）*32*0.395*2,99

53,框架柱:KZ-7(12.770～16.570),C25矩形柱(1.6m以內(nèi)),h=3.8m,2,m3,0.4*0.4*3.8*2,1.22

,,主筋,Φ20,2,kg,（3.8-0.03+1.5*30*0.02）*4*2.47*2,92

,,主筋,Φ20,2,kg,（3.8-0.03+12*0.02）*8*2.47*2,158

,,箍筋,φ8,2,kg,（0.4*4-8*0.03+31.8*0.008+（（0.113+0.4）*2-4*0.03+31.8*0.008）*2）*24*0.395*2,75

54,框架柱:KZ-8(12.770～16.570),C25矩形柱(2.4m以內(nèi)),h=3.8m,2,m3,0.45*0.45*3.8*2,1.54

,,主筋,Φ20,2,kg,（3.8-0.03+12*0.02）*12*2.986*2,287

,,箍筋,φ8,2,kg,（0.45*4-8*0.03+31.8*0.008+（（0.13+0.45）*2-4*0.03+31.8*0.008）*2）*24*0.395*2,83

55,框架柱:KZ-9(12.770～16.570),C25矩形柱(2.4m以內(nèi)),h=3.8m,3,m3,0.45*0.45*3.8*3,2.31

,,主筋,Φ25,3,kg,（3.8+1.4*30*0.025）*12*3.856*3,673

,,箍筋,φ8,3,kg,（0.45*4-8*0.03+31.8*0.008+（（0.13+0.45）*2-4*0.03+31.8*0.008）*2）*32*0.395*3,167

56,框架柱:KZ-10(12.770～16.570),C25矩形柱(2.4m以內(nèi)),h=3.8m,1,m3,0.45*0.45*3.8,0.77

,,主筋,Φ25,1,kg,（3.8+1.4*30*0.025）*12*3.856*2,449

,,箍筋,φ8,1,kg,（0.45*4-8*0.03+31.8*0.008+（（0.13+0.45）*2-4*0.03+31.8*0.008）*2）*32*0.395,56

57,框架柱:KZ-11(12.770～16.570),C25矩形柱(1.6m以內(nèi)),h=3.8m,2,m3,0.4*0.4*3.8*2,1.22

,,主筋,Φ20,2,kg,（3.8+1.4*30*0.02）*8*2.47*2,183

,,主筋,Φ22,2,kg,（3.8+1.4*30*0.022）*4*2.986*2,113

,,箍筋,φ8,2,kg,（0.4*4-8*0.03+31.8*0.008+（（0.113+0.4）*2-4*0.03+31.8*0.008）*2）*32*0.395*2,99

結(jié)施-05（實(shí)驗(yàn)樓基礎(chǔ)梁配筋平面圖）,,,,,,,

42,基礎(chǔ)梁：KL1(2),C15砼墊層,,2,m3,0.45*0.1*(4.914+1.964)*2,0.62

,,C30砼框架梁,,2,m3,0.25*0.6*(7.8+5.1-0.45-0.6)*2,3.56

,,梁上部通長筋,Φ16,2,kg,（13.1-0.025*2+2*15*0.016+1.2*30*0.016）*2*1.58*2,89

,,梁下部通長筋,Φ16,2,kg,（13.1-0.025*2+2*15*0.016+1.2*30*0.016）*3*1.58*2,134

,,支座鋼筋,Φ16,2,kg,（（1/3*7.4+0.4-0.025+15*0.016）*2*1.58+（1/3*7.4*2+0.45）*2*1.58）*2,53

,,梁側(cè)受扭鋼筋,Φ12,2,kg,（13.1-0.8+2*30*0.012+1.2*30*0.012）*4*0.888*2,96

,,箍筋,φ8,2,kg,（（0.25+0.6）*2-8*0.025+31.8*0.008）*78*0.395*2,108

,,拉筋,φ6.5,2,kg,（0.25-0.025*2+25.8*0.0065）*30*2*0.261*2,12

17,基礎(chǔ)梁：KL2(2),C15砼墊層,,2,m3,0.5*0.1*9.539*2,0.95

,,C30砼框架梁,,2,m3,0.3*0.6*(7.8+5.1-0.35*2)*2,4.39

,,梁上部通長筋,Φ16,2,kg,（13.1-0.025*2+2*15*0.016+1.2*30*0.016）*2*1.58*2,89

,,梁下部通長筋,Φ16,2,kg,（13.1-0.025*2+2*15*0.016+1.2*30*0.016）*3*1.58*2,134

,,支座鋼筋,Φ16,2,kg,（1/3*12.2+0.45-0.025+15*0.016）*2*1.58*2,30

,,梁側(cè)受扭鋼筋,Φ12,2,kg,（13.1-0.9+2*30*0.012+1.2*30*0.012）*4*0.888*2,95

,,箍筋,φ8,2,kg,（（0.3+0.6）*2-8*0.025+31.8*0.008）*(120+6)*0.395*2,185

,,拉筋,φ6.5,2,kg,（0.3-0.025*2+25.8*0.0065）*31*2*0.261*2,14

18,基礎(chǔ)梁：KL3(3A),C15砼墊層,,2,m3,0.5*0.1*(4.189+1.014)*2,0.52

,,C30砼框架梁,,2,m3,(0.3*0.4*(2.1-0.4)+0.3*0.6*(7.8+5.1-0.45-0.35-0.3)+0.3*0.4*1.35)*2,4.98

,,梁上部通長筋,Φ14,2,kg,（16.55-0.025*2+1.2*30*0.014*2+2*15*0.014）*4*1.21*2,174

,,梁下部通長筋,Φ16,2,kg,（16.55-0.025*2+1.2*30*0.016*2+2*15*0.016）*4*1.58*2,229

,,支座鋼筋,Φ16,2,kg,(1/4*7.4*2+0.5)*2*1.58*2,27

,,支座鋼筋,Φ18,2,kg,(1/4*4.35+0.75*1.35+0.45)*4*2*2,41

,,梁側(cè)受扭鋼筋,Φ12,2,kg,（16.55-0.4+1.2*30*0.012*2+30*0.012-0.025）*4*0.888*2,123

,,箍筋,φ8,2,kg,((0.167+0.4)*2-4*0.025+31.8*0.008)*2*(15+14)*0.395*2+((0.167+0.6)*2-4*0.025+31.8*0.008)*2*(77+6*2)*0.395*2,296

,,拉筋,φ6.5,2,kg,(0.3-0.05+25.8*0.0065)*40*0.261*2*2,17

19,基礎(chǔ)梁：KL4(5),C15砼墊層,,1,m3,0.5*0.1*(1.457+0.598+3.239+0.539+0.164)*1,0.30

,,C30砼框架梁,,1,m3,0.3*0.4*3.8+0.3*0.5*4.1+0.3*0.6*14.75,3.73

,,上部通長筋,Φ14,1,kg,（25.5-0.025*2+1.2*30*0.014*2+2*15*0.014）*4*1.21,130

,,下部通長筋,Φ16,1,kg,（25.5-0.025*2+1.2*30*0.016*2+2*15*0.016）*4*1.58,171

,,支座鋼筋,Φ16,1,kg,(1/4*7.25*2+0.55)*2*2*1.58,26

,,梁側(cè)受扭鋼筋,Φ12,1,kg,（21.3-0.8+1.2*30*0.014*2+2*30*0.014）*4*0.888,79

,,箍筋,φ8,1,kg,((0.167+0.4)*2-4*0.025+31.8*0.008)*2*25*0.395+((0.167+0.5)*2-4*0.025+31.8*0.008)*2*(29+3*4)*0.395+((0.167+0.6)*2-4*0.025+31.8*0.008)*2*(102+3*8)*0.395,242

,,拉筋,φ6.5,1,kg,(0.3-0.05+25.8*0.0065)*57*0.261*2,12

20,基礎(chǔ)梁：KL5(5),C15砼墊層,,1,m3,0.5*0.1*(1.457+0.598+3.239+0.539+0.164)*1,0.30

,,C30砼框架梁,,1,m3,0.3*0.4*3.8+0.3*0.6*4.1+0.3*0.6*14.75,3.85

,,上部通長筋,Φ14,1,kg,（25.5-0.025*2+1.2*30*0.014*2+2*15*0.014）*4*1.21,130

,,下部通長筋,Φ16,1,kg,（25.5-0.025*2+1.2*30*0.016*2+2*15*0.016）*4*1.58,171

,,支座鋼筋,Φ16,1,kg,(1/4*7.25*2+0.55)*2*1.58,13

,,梁側(cè)受扭鋼筋,Φ12,1,kg,（21.3-0.8+1.2*30*0.014*2+2*30*0.014）*4*0.888,79

,,箍筋,φ8,1,kg,((0.167+0.4)*2-4*0.025+31.8*0.008)*2*32*0.395+((0.167+0.6)*2-4*0.025+31.8*0.008)*2*(+3*13)*0.395,85

,,拉筋,φ6.5,1,kg,(0.3-0.05+25.8*0.0065)*57*0.261*2,12

21,基礎(chǔ)梁：KL7(1),C15砼墊層,,1,m3,0.5*0.1*6.373,0.32

,,C30砼框架梁,,1,m3,0.3*0.5*8,1.20

,,上部通長筋,Φ14,1,kg,（8.8-0.025*2+1.2*30*0.014+2*15*0.014）*2*1.21,23

,,下部通長筋,Φ14,1,kg,（8.8-0.025*2+1.2*30*0.014+2*15*0.014）*2*1.21,23

,,支座鋼筋,Φ14,1,kg,(1/3*8+0.4)*1.21*2,7

,,梁側(cè)受扭鋼筋,Φ12,1,kg,（8+1.2*30*0.014+2*30*0.012）*4*0.888,33

,,箍筋,φ8,1,kg,((0.3+0.5)*2-8*0.025+31.8*0.008)*60*0.395,39

,,拉筋,φ6.5,1,kg,(0.3-0.05+25.8*0.0065)*21*0.261*2,5

22,基礎(chǔ)梁：KL8(1B),C15砼墊層,,2,m3,0.45*0.1*(5.073+5.339),0.47

,,C30砼框架梁,,2,m3,0.25*0.5*(1.1*2+8)*2,2.55

,,上部通長筋,Φ16,2,kg,（11-0.025*2+1.2*30*0.016+2*15*0.014）*2*1.58*2,75

,,下部通長筋,Φ16,2,kg,（11-0.025*2+1.2*30*0.016+2*15*0.016）*2*1.58*2+(8.8-0.025*2+1.2*30*0.016+2*15*0.016)*1.58*2,107

,,支座鋼筋,Φ16,2,kg,(1/3*8+0.4+1.1+15*0.016-0.025)*1.58*2,14

,,梁側(cè)受扭鋼筋,Φ12,2,kg,（8+1.2*30*0.016+2*30*0.012）*4*0.888*2,66

,,箍筋,φ8,2,kg,((0.25+0.5)*2-8*0.025+31.8*0.008)*66*0.395*2,81

,,箍筋,Φ12,2,,((0.25+0.5)*2-8*0.025+31.8*0.012)*24*0.888*2,72

,,拉筋,φ6.5,2,kg,(0.3-0.05+25.8*0.0065)*43*2*0.261*2,19

23,基礎(chǔ)梁：KL10(1),C15砼墊層,,2,m3,0.45*0.1*6.7865*2,0.61

,,C30砼框架梁,,2,m3,0.25*0.5*7.9*2,1.98

,,上部通長筋,Φ16,2,kg,（8.6-0.025*2+1.2*30*0.016+2*15*0.014）*2*1.58*2,60

,,下部通長筋,Φ16,2,kg,（8.6-0.025*2+1.2*30*0.016+2*15*0.014）*4*1.58*2,121

,,支座鋼筋,Φ16,2,kg,(1/3*7.9+0.4-0.025+15*0.016)*2*1.58*2+(1/4*7.9+0.4-0.025+15*0.016)*2*1.58*2,37

,,梁側(cè)受扭鋼筋,Φ12,2,kg,（7.9+2*30*0.012）*4*0.888*2,61

,,箍筋,φ8,2,kg,((0.25+0.5)*2-8*0.025+31.8*0.008)*80*0.395*2,98

,,拉筋,φ6.5,2,kg,(0.3-0.05+25.8*0.0065)*40*2*0.261*2,17

24,基礎(chǔ)梁：KL11(7),C15砼墊層,,1,m3,0.45*0.1*((2.107+1.807+4.422)*2+3.872),0.92

,,C30砼框架梁,,1,m3,(0.25*0.4*9.65)*2+0.25*0.65*23.5,5.75

,,上部通長筋,Φ16,1,kg,（46.4-0.025*2+1.2*30*0.016*5+2*15*0.014）*2*1.58,157

,,下部通長筋,Φ16,1,kg,（46.4-0.025*2+1.2*30*0.016*5+2*15*0.014）*3*1.58,235

,,支座鋼筋,Φ16,1,kg,(1/3*4.725+0.4-0.025+15*0.016)*1.58*2+(1/3*4.925*2+0.45)*1.58*2+(1/3*7.825*2+0.4)*1.58*2,36

,,梁側(cè)受扭鋼筋,Φ12,1,kg,（46.4-0.8+1.2*30*0.016*5+2*30*0.012）*6*0.888,262

,,箍筋,φ8,1,kg,((0.25+0.4)*2-8*0.025+31.8*0.008)*122*0.395+((0.2+0.65)*2-8*0.025+31.8*0.008)*(195+3*4)*0.395,209

,,拉筋,φ6.5,1,kg,(0.3-0.05+25.8*0.0065)*(25*2+31*3)*3*0.261,47

25,基礎(chǔ)梁：KL12(7),C15砼墊層,,1,m3,0.5*0.1*((6.714+3.764)*2+4.189-0.5*2),1.21

,,C30砼框架梁,,1,m3,0.3*0.6*43.4,7.81

,,上部通長筋,Φ16,1,kg,（46.4-0.025*2+1.2*30*0.016*5+2*15*0.014）*2*1.58,157

,,下部通長筋,Φ16,1,kg,（46.4-0.025*2+1.2*30*0.016*5+2*15*0.014）*3*1.58,235

,,支座鋼筋,Φ16,1,kg,(1/3*4.725+0.4-0.025+15*0.016)*1.58*2+(1/3*7.55*2+0.5)*1.58*2+(1/3*8.2*2+0.55)*1.58,34

,,梁側(cè)受扭鋼筋,Φ12,1,kg,（46.4-0.9+1.2*30*0.016*5+2*30*0.012）*4*0.888,174

,,箍筋,φ8,1,kg,((0.25+0.6)*2-8*0.025+31.8*0.008)*(340+3*6)*0.395,248

,,拉筋,φ6.5,1,kg,(0.3-0.05+25.8*0.0065)*159*2*0.261,35

26,基礎(chǔ)梁：KL13(7),C15砼墊層,,1,m3,0.45*0.1*(2.557+2.182+4.023+4.123+4.039+2.132+2.557),0.97

,,C30砼框架梁,,1,m3,(0.25*0.4*9.65)*2+0.25*0.5*(7.6+8.2)+0.25*0.6*7.6,5.05

,,上部通長筋,Φ16,1,kg,（46.4-0.025*2+1.2*30*0.016*5+2*15*0.014）*2*1.58,157

,,下部鋼筋,Φ16,1,kg,（10.95-0.025+1.2*30*0.016*2+15*0.016）*2*3*1.58+(9.3+1.2*30*0.016*2)*3*1.58,166

,,下部鋼筋,Φ18,1,kg,(8.6+1.2*30*0.018)*3*2,55

,,下部鋼筋,Φ22,1,kg,(8.6+1.2*30*0.022)*2*2.968,56

,,支座鋼筋,Φ16,1,kg,(1/3*4.725+0.4-0.025+15*0.016)*1.58*2+(1/3*4.925*2+0.45)*1.58*2+(1/3*7.825*2+0.4)*1.58*2+(1/3*8.2*2+0.55)*2*1.58+(1/4*8.2*2+0.55)*2*1.58*2+(1/4*7.6*2+0.45)*2*1.58,98

,,梁側(cè)受扭鋼筋,Φ12,1,kg,（24.5+1.2*30*0.012*3+2*30*0.012）*4*0.888,94

,,箍筋,φ8,1,kg,((0.25+0.4)*2-8*0.025+31.8*0.008)*122*0.395+((0.25+0.5)*2-8*0.025+31.8*0.008)*160*0.395+((0.25+0.6)*2-8*0.025+31.8*0.008)*47*0.395,196

,,拉筋,φ6.5,1,kg,(0.25-0.05+25.8*0.0065)*101*2*0.261,19

27,基礎(chǔ)梁：L1(2),C15砼墊層,,2,m3,0.45*0.1*2.7*2,0.24

,,C30砼框架梁,,2,m3,0.25*0.4*（1.25+1.85）*2,0.62

,,上部通長筋,Φ14,2,kg,（3.85-0.025*2+2*15*0.014）*3*1.21*2,31

,,下部通長筋,Φ14,2,kg,（3.35+2*12*0.014）*3*1.21*2,27

,,梁側(cè)受扭鋼筋,Φ12,2,kg,（3.35+2*30*0.012）*2*0.888*2,14

,,箍筋,φ8,2,kg,((0.25+0.4)*2-8*0.025+31.8*0.008)*32*0.395*2,34

,,拉筋,φ6.5,2,kg,(0.25-0.05+25.8*0.0065)*17*0.261*2,3

28,基礎(chǔ)梁：L3(1),C30砼框架梁,,4,m3,0.25*0.4*0.65*4,0.26

,,上部通長筋,Φ16,4,kg,（1.15-0.025*2+2*15*0.016）*2*1.58*4,20

,,下部通長筋,Φ16,4,kg,（0.65+2*12*0.016）*3*1.58*4,20

,,梁側(cè)受扭鋼筋,Φ12,4,kg,（0.65+2*30*0.012）*2*0.888*4,10

,,箍筋,Φ12,4,kg,((0.25+0.4)*2-8*0.025+31.8*0.012)*7*0.888*4,37

,,拉筋,φ6.5,4,kg,(0.25-0.05+25.8*0.0065)*4*0.261*4,2

29,基礎(chǔ)梁：L5(3),C15砼墊層,,2,m3,0.45*0.1*(8.675+6.3),0.67

,,C30砼框架梁,,2,m3,0.25*0.5*（1.8+2.75+1.35+1.2）+0.25*0.5*(2.175+4.8+1.35+1.2),2.08

,,上部通長筋,Φ16,2,kg,（8.1-0.025*2+1.2*30*0.016+2*15*0.016）*2*1.58*2,58

,,下部通長筋,Φ16,2,kg,（7.55+2*12*0.016）*3*1.58*2,75

,,梁側(cè)受扭鋼筋,Φ12,2,kg,（7.55+2*30*0.012）*4*0.888*2,59

,,支座鋼筋,Φ16,2,kg,(1/3*2.75*2+0.25+1/3*1.35*2+0.25)*2*1.58,10

,,箍筋,Φ12,2,kg,((0.25+0.5)*2-8*0.025+31.8*0.012)*24*0.888*2,72

,,箍筋,φ8,2,kg,((0.25+0.5)*2-8*0.025+31.8*0.008)*27*0.395*2,33

,,拉筋,φ6.5,2,kg,(0.25-0.05+25.8*0.0065)*26*2*0.261*2,10

30,基礎(chǔ)梁：L7(1),C15砼墊層,,2,m3,0.45*0.1*4.8535*2,0.44

,,C30砼框架梁,,2,m3,0.25*0.4*4.1*2,0.82

,,上部通長筋,Φ16,2,kg,（4.4-0.025*2+2*15*0.016）*2*1.58*2,31

,,下部通長筋,Φ16,2,kg,（3.85+2*12*0.016）*3*1.58*2,40

,,梁側(cè)受扭鋼筋,Φ12,2,kg,（3.85+2*30*0.012）*2*0.888*2,16

,,箍筋,Φ12,2,kg,((0.25+0.4)*2-8*0.025+31.8*0.012)*39*0.888*2,103

,,拉筋,φ6.5,2,kg,(0.25-0.05+25.8*0.0065)*20*0.261*2,4

31,基礎(chǔ)梁：L8(1),C15砼墊層,,2,m3,0.45*0.1*(8.4-0.6)*2,0.70

,,C30砼框架梁,,2,m3,0.25*0.6*8*2,2.40

,,上部通長筋,Φ16,2,kg,（8.6-0.025*2+1.2*30*0.016+2*15*0.016）*2*1.58*2,61

,,下部通長筋,Φ20,2,kg,（8.0+2*12*0.02+1.2*30*0.02）*4*2.47*2,182

,,梁側(cè)受扭鋼筋,Φ12,2,kg,（8.0+2*30*0.012+1.2*30*0.012）*4*0.888*2,65

,,箍筋,φ6.5,2,kg,((0.25+0.6)*2-8*0.025+31.8*0.0065)*45*0.261*2,40

,,拉筋,φ6.5,2,kg,(0.25-0.05+25.8*0.0065)*23*2*0.261*2,9

32,基礎(chǔ)梁：L9(2),C15砼墊層,,1,m3,0.4*0.1*(8.4-0.6),0.31

,,C30砼框架梁,,1,m3,0.2*0.6*8,0.96

,,上部通長筋,Φ16,1,kg,（8.6-0.025*2+1.2*30*0.016+2*15*0.016）*2*1.58,30

,,下部通長筋,Φ20,1,kg,（8.0+2*12*0.02+1.2*30*0.02）*3*1.58,44

,,梁側(cè)受扭鋼筋,Φ12,1,kg,（8.0+2*30*0.012+1.2*30*0.012）*4*0.888,33

,,箍筋,φ6.5,1,kg,((0.25+0.6)*2-8*0.025+31.8*0.0065)*(45+2*3)*0.261,23

,,拉筋,φ6.5,1,kg,(0.25-0.05+25.8*0.0065)*23*2*0.261,4

33,基礎(chǔ)梁：L10(1),C30砼框架梁,,1,m3,0.2*0.5*8,0.80

,,上部通長筋,Φ16,1,kg,（8.8-0.025*2+1.2*30*0.016+2*15*0.016）*2*1.58,31

,,下部通長筋,Φ16,1,kg,（8.2+2*12*0.02+1.2*30*0.016）*3*1.58,44

,,梁側(cè)受扭鋼筋,Φ12,1,kg,（8.2+2*30*0.012+1.2*30*0.012）*4*0.888,33

,,箍筋,φ8,1,kg,((0.25+0.5)*2-8*0.025+31.8*0.008)*55*0.261,22

,,拉筋,φ6.5,1,kg,(0.25-0.05+25.8*0.0065)*27*2*0.261,5

34,基礎(chǔ)梁：L11(2),C15砼墊層,,2,m3,0.45*0.1*6.4615*2,0.58

,,C30砼框架梁,,2,m3,0.25*0.5*8.3*2,2.08

,,上部通長筋,Φ16,2,kg,（8.6-0.025*2+1.2*30*0.016+2*15*0.016）*2*1.58*2,61

,,下部通長筋,Φ16,2,kg,（8.0+2*12*0.02+1.2*30*0.02）*4*1.58*2,116

,,梁側(cè)受扭鋼筋,Φ12,2,kg,（8.0+2*30*0.012+1.2*30*0.012）*4*0.888*2,65

,,箍筋,φ6.5,2,kg,((0.25+0.5)*2-8*0.025+31.8*0.0065)*(79+6)*0.261*2,67

,,拉筋,φ6.5,2,kg,(0.25-0.05+25.8*0.0065)*40*2*0.261*2,15

35,基礎(chǔ)梁：L13(1),C15砼墊層,,2,m3,0.45*0.1*4.8535*2,0.44

,,C30砼框架梁,,2,m3,0.25*0.4*3.85*2,0.77

,,上部通長筋,Φ16,2,kg,（4.4-0.025*2+2*15*0.016）*2*1.58*2,31

,,下部通長筋,Φ16,2,kg,（3.85+2*12*0.02）*2*1.58*2,27

,,梁側(cè)受扭鋼筋,Φ12,2,kg,（3.85+2*30*0.02）*2*0.888*2,18

,,箍筋,Φ12,2,kg,((0.25+0.4)*2-8*0.025+31.8*0.012)*(39+6)*0.888*2,118

,,拉筋,φ6.5,2,kg,(0.25-0.05+25.8*0.0065)*20*0.261*2,4

結(jié)施-06（實(shí)驗(yàn)樓二層結(jié)構(gòu)平面圖）,,,,,,,

61,板(4.770層平面),C30砼有梁板,σ=100mm,1,m3,（1.2*0.9*2+4.2*1.5*2+8.4*2.1*2+8.4*2.4*2+8.4*1.6+4.2*1.2+1.2*0.9*2+8.4*4.5+8.4*2.1）*0.1,16.64

62,板(4.770層平面),C30砼有梁板,σ=110mm,1,m3,（8.4*4.5+25.2*5.4+10.5*3.9*2）*0.11,28.14

63,板(4.770層平面),C30砼有梁板,σ=120mm,1,m3,（8.4*4.2+10.5*3.9*2+8.4*4.6+4.2*1.2）*0.12,19.30

64,板(4.770層平面),C30砼有梁板,σ=140mm,1,m3,（18.9*5.1+10.5*5.1）*0.14,20.99

65,板底筋(4.770層平面),橫向板底筋'@140,φ6.5,,kg,((8.4+12.5*0.0065）*16*3+（8.4+12.5*0.0065）*14+(4.2+12.5*0.0065)*(14*2+10*2+8+14*4+10*2)）*0.261,285

,,橫向板底筋'@125,φ6.5,,kg,（(5.25+12.5*0.0065)*30*4+(4.2+12.5*0.0065)*41*6+(4.2+12.5*0.0065)*35*2+（1.2+12.5*0.0065)*6*4）*0.261,528

,,橫向板底筋'@160,φ8,,kg,((5.25+12.5*0.008)*30*4+(4.2+12.5*0.008)*30*2)*0.395,356

,,橫向板底筋'@200,φ8,,kg,((5.25+12.5*0.008)*19*4+(8.4+12.5*0.008)*20+(4.2+12.5*0.008)*（14+7）*2)*0.395,299

,,縱向板底筋'@140,φ6.5,,kg,((0.9+12.5*0.0065）*7*4+(1.5+12.5*0.0065)*28*2+(2.1+12.5*0.0065)*28*2*2+(2.4+12.5*0.0065)*28*6+(2.1+12.5*0.0065)*28*4+(1.6+12.5*0.0065)*28*2+(1.2+12.5*0.0065)*28)*0.261,301

,,縱向板底筋'@125,φ6.5,,kg,((4.5+12.5*0.0065)*33*2+(5.4+12.5*0.0065)*33*6+(3.9+12.5*0.0065)*40*4)*0.261,528

,,縱向板底筋'@160,φ8,,kg,(5.1+12.5*0.0065)*(32*4+25*2)*0.395,364

,,縱向板底筋'@200,φ8,,kg,（(3.9+12.5*0.0065)*26*4+(4.2+12.5*0.0065)*21*2+(3.0+12.5*0.0065)*20*2+(1.6+12.5*0.0065)*20*2+(1.2+12.5*0.0065)*20*2）*0.395,330

66,板負(fù)筋(4.770層平面),縱向板負(fù)筋'@200,φ8,,kg,(1.47+(0.14-0.015)*2)*24*0.395*2,33

,,縱向板負(fù)筋'@200,φ8,,kg,(1.21+(0.11-0.015)*2)*19*0.395*2,21

,,縱向板負(fù)筋'@200,φ8,,kg,(1.18+(0.12-0.015)*2)*19*0.395*2,21

,,縱向板負(fù)筋'@100,φ8,,kg,(1.4*2+(0.14-0.015)*2)*48*0.395*2,116

,,縱向板負(fù)筋'@150,φ8,,kg,(1.14*2+(0.11-0.015)*2)*25*0.395*2,49

,,縱向板負(fù)筋'@200,φ10,,kg,(1.12*2+(0.12-0.015)*2)*19*0.617*2,57

,,縱向板負(fù)筋'@200,φ8,,kg,(0.67+(0.1-0.015)*2)*7*0.395*2,5

,,縱向板負(fù)筋'@180,φ10,,kg,(1.4*2+(0.14-0.015)*2)*27*0.617*2,102

,,縱向板負(fù)筋'@150,φ8,,kg,(1.14+0.77+0.11-0.015+0.1-0.015)*(15+9)*0.395*2,40

,,縱向板負(fù)筋'@200,φ10,,kg,(1.12*2+(0.12-0.015)*2)*19*0.617*2,57

,,縱向板負(fù)筋'@200,φ8,,kg,(0.8+(0.1-0.015)*2)*10*0.395*2,8

,,縱向板負(fù)筋'@200,φ8,,kg,(0.51*2+(0.1-0.015)*2)*7*0.395*2,7

,,縱向板負(fù)筋'@150,φ8,,kg,((1.14*2+(0.14-0.015)*2)*25+(1.14*2+(0.1-0.015)*2)*15)*0.395*2,79

,,縱向板負(fù)筋'@200,φ10,,kg,(1.17*2+(0.11-0