層清單計(jì)算式匯總

1、工工程程量量詳詳細(xì)細(xì)計(jì)計(jì)算算表表工工程程名名稱(chēng)稱(chēng)：廠廠房房算算量量序序號(hào)號(hào)清清單單編編碼碼計(jì)計(jì)算算表表達(dá)達(dá)式式件件工工程程量量1010302001001實(shí)心磚墻（外墻） 水泥砂漿(細(xì)砂) M10116.176(2層)空心磚: BA 、(-0.2/D)C 、AB 墻體積=(8軸線長(zhǎng)-(0.3+0.3)扣柱)*(4.5墻高-1.25梁高)*0.2墻寬-7.4*0.2*0.12*8扣配筋帶=3.389310.167(2層)空心磚: CB 墻體積=(8.4軸線長(zhǎng)-(0.3+0.3)扣柱)*4.5墻高)*0.2墻寬-1.8001長(zhǎng)*0.019扣板寬*0.14板厚扣板-7.8*0.2*0.12*8扣配筋帶

2、=5.51815.518(2層)空心磚: D 、(-0.2/10)D 、(-0.2/10)A 墻體積=(7.7軸線長(zhǎng)-(0.3+0.3)扣柱)*(4.5墻高-1.25梁高)*0.2墻寬-7.1*0.2*0.12*8扣配筋帶=3.25239.756(2層)空心磚: D 墻體積=(8.4軸線長(zhǎng)-(0.3+0.225)扣柱)*4.5墻高)*0.2墻寬-7.875*0.2*0.12*8扣配筋帶=5.57515.575(2層)空心磚: D 、D 、D 、D 、D 墻體積=(8.4軸線長(zhǎng)-(0.225+0.225)扣柱)*4.5墻高)*0.2墻寬-7.949*0.2*0.12*8扣配筋帶=5.628528

3、.14(2層)空心磚: D 墻體積=(8.4軸線長(zhǎng)-(0.225+0.3)扣柱)*4.5墻高)*0.2墻寬-7.875*0.2*0.12*8扣配筋帶=5.57515.575(2層)空心磚: C(-0.2/D) 墻體積=(8軸線長(zhǎng)-(0.3+0.3)扣柱)*4.5墻高)*0.2墻寬-7.3998長(zhǎng)*0.2墻寬*0.13板厚扣板-7.4*0.2*0.12*8扣配筋帶=5.04715.047(2層)空心磚: BC 墻體積=(8.4軸線長(zhǎng)-(0.3+0.3)扣柱)*(4.5墻高-1.2梁高)*0.2墻寬-7.8*0.2*0.12*8扣配筋帶=3.6513.65(2層)空心磚: A 墻體積=(8.4軸線

4、長(zhǎng)-(0.225+0.3)扣柱)*4.5墻高)*0.2墻寬-7.95長(zhǎng)*0.2墻寬*0.13板厚扣板-7.875*0.2*0.12*8扣配筋帶=5.36915.369(2層)空心磚: A 墻體積=(8.4軸線長(zhǎng)-(0.225+0.225)扣柱)*4.5墻高)*0.2墻寬-8.1001長(zhǎng)*0.2墻寬*0.13板厚扣板-7.95*0.2*0.12*8扣配筋帶=5.41815.418(2層)空心磚: A 、A 墻體積=(8.4軸線長(zhǎng)-(0.225+0.225)扣柱)*4.5墻高)*0.2墻寬-8.1長(zhǎng)*0.2墻寬*0.13板厚扣板-7.95*0.2*0.12*8扣配筋帶=5.418210.836(2

5、層)空心磚: A 、A 墻體積=(8.4軸線長(zhǎng)-(0.225+0.225)扣柱)*4.5墻高)*0.2墻寬-8.0999長(zhǎng)*0.2墻寬*0.13板厚扣板-7.95*0.2*0.12*8扣配筋帶=5.418210.836(2層)空心磚: A 墻體積=(8.4軸線長(zhǎng)-(0.3+0.225)扣柱)*4.5墻高)*0.2墻寬-7.95長(zhǎng)*0.2墻寬*0.13板厚扣板-7.875*0.2*0.12*8扣配筋帶=5.36915.369(2層)空心磚: A 墻體積=(7.7軸線長(zhǎng)-(0.3+0.3)扣柱)*4.5墻高)*0.2墻寬-(0.7673長(zhǎng)*0.017扣板寬*0.14板厚+4.05長(zhǎng)*0.2墻寬*0

6、.13板厚)扣板-7.1*0.2*0.12*8扣配筋帶=4.9214.922010402001011矩形柱 (中砂) C3071.741(2層)KZ1: 1,-0.2/D 柱體積=0.6截面寬*0.6截面高*4.5柱高=1.6211.62(2層)KZ1A: -0.2/10,-0.2/D 柱體積=0.6截面寬*0.6截面高*4.5柱高=1.6211.62(2層)KZ2: 2,D 柱體積=0.6截面寬*0.75截面高*4.5柱高=2.02512.025(2層)KZ2C: 9,D 柱體積=0.6截面寬*0.75截面高*4.5柱高=2.02512.025(2層)KZ2A: 1,C 柱體積=0.6截面寬

7、*0.75截面高*4.5柱高=2.02512.025(2層)KZ2B: 10,C 柱體積=0.6截面寬*0.75截面高*4.5柱高=2.02512.025(2層)KZ3A: 9,C 柱體積=0.75截面寬*0.75截面高*4.5柱高=2.53112.531(2層)KZ3: 2,C 柱體積=0.6截面寬*0.6截面高*4.5柱高=1.6211.62(2層)KZ4: 1,A 、-0.2/10,A 柱體積=0.6截面寬*0.6截面高*4.5柱高=1.6223.24(2層)KZ5: 3,0.2/D 、4,0.2/D 、5,0.2/D 、6,0.2/D 、7,0.2/D 、3,-0.3/A 、4,-0.

8、3/A 、5,-0.3/A 、6,-0.3/A 、7,-0.3/A 、8,-0.3/A 柱體積=0.6截面寬*0.6截面高*4.5柱高=1.621117.82(2層)KZ5: 2,A 、9,A 柱體積=0.6截面寬*0.75截面高*4.5柱高=2.02524.05(2層)KZ5A: 8,0.2/D 柱體積=0.6截面寬*0.6截面高*4.5柱高=1.6211.62(2層)KZ6: 1,B 柱體積=0.6截面寬*0.75截面高*4.5柱高=2.02512.025(2層)KZ6: 10,B 柱體積=0.6截面寬*0.75截面高*4.5柱高=2.02512.025(2層)KZ7: 3,C 、4,C

9、、5,C 、6,C 、7,C 、8,C 、6,B 、7,B 、8,B 柱體積=0.6截面寬*0.65截面高*4.5柱高=1.755915.795(2層)KZ7: 3,B 、5,B 柱體積=0.6截面寬*0.65截面高*4.5柱高=1.75523.51(2層)KZ7: 4,B 柱體積=0.6截面寬*0.65截面高*4.5柱高=1.75511.755(2層)KZ8: 2,B 柱體積=0.7截面寬*0.7截面高*4.5柱高=2.20512.205(2層)KZ8: 9,B 柱體積=0.7截面寬*0.7截面高*4.5柱高=2.20512.2053010405001001有梁板(3.6M以?xún)?nèi))180.71

10、4(2層)KL1(9): (-0.2/10)D第1跨 梁體積=0.3寬*1.25高*(7.7長(zhǎng)-0.3起點(diǎn)扣減-0.3終點(diǎn)扣減)=2.66312.663第2跨 梁體積=0.3寬*1.25高*(8.4長(zhǎng)-0.3起點(diǎn)扣減-0.3終點(diǎn)扣減)=2.92512.925第3跨 梁體積=0.3寬*1.25高*(8.4長(zhǎng)-0.3起點(diǎn)扣減-0.3終點(diǎn)扣減)=2.92512.925第4跨 梁體積=0.3寬*1.25高*(8.4長(zhǎng)-0.3起點(diǎn)扣減-0.3終點(diǎn)扣減)=2.92512.925第5跨 梁體積=0.3寬*1.25高*(8.4長(zhǎng)-0.3起點(diǎn)扣減-0.3終點(diǎn)扣減)=2.92512.925第6跨 梁體積=0.3寬

11、*1.25高*(8.4長(zhǎng)-0.3起點(diǎn)扣減-0.3終點(diǎn)扣減)=2.92512.925第7跨 梁體積=0.3寬*1.25高*(8.4長(zhǎng)-0.3起點(diǎn)扣減-0.3終點(diǎn)扣減)=2.92512.925第8跨 梁體積=0.3寬*1.25高*(8.4長(zhǎng)-0.3起點(diǎn)扣減-0.3終點(diǎn)扣減)-7.8長(zhǎng)*0.125扣板寬*0.12板厚扣板=2.80812.808第9跨 梁體積=0.3寬*1.25高*(7.7長(zhǎng)-0.3起點(diǎn)扣減-0.3終點(diǎn)扣減)=2.66212.662(2層)KL2(9): C第1跨 梁體積=0.35寬*0.8高*(8.075長(zhǎng)-0.375起點(diǎn)扣減-0.3終點(diǎn)扣減)-(3.35長(zhǎng)*0.232扣板寬*0.

12、14板厚+7.4長(zhǎng)*0.131扣板寬*0.13板厚+4.05長(zhǎng)*0.172扣板寬*0.13板厚)扣板=1.74711.747第2跨 梁體積=0.35寬*0.8高*(8.4長(zhǎng)-0.3起點(diǎn)扣減-0.3終點(diǎn)扣減)-(7.8長(zhǎng)*0.143扣板寬*0.13板厚+7.8長(zhǎng)*0.162扣板寬*0.13板厚)扣板=1.87411.874第3跨 梁體積=0.35寬*0.8高*(8.4長(zhǎng)-0.3起點(diǎn)扣減-0.3終點(diǎn)扣減)-(7.7999長(zhǎng)*0.156扣板寬*0.13板厚+7.7999長(zhǎng)*0.149扣板寬*0.13板厚)扣板=1.87411.874第4跨 梁體積=0.35寬*0.8高*(8.4長(zhǎng)-0.3起點(diǎn)扣減-0

13、.3終點(diǎn)扣減)-(7.8長(zhǎng)*0.169扣板寬*0.13板厚+7.8長(zhǎng)*0.136扣板寬*0.13板厚)扣板=1.87411.874第5跨 梁體積=0.35寬*0.8高*(8.4長(zhǎng)-0.3起點(diǎn)扣減-0.3終點(diǎn)扣減)-(7.7999長(zhǎng)*0.25扣板寬*0.13板厚+7.7999長(zhǎng)*0.055扣板寬*0.13板厚)扣板=1.87411.874第6跨 梁體積=0.35寬*0.8高*(8.4長(zhǎng)-0.3起點(diǎn)扣減-0.3終點(diǎn)扣減)-(7.8長(zhǎng)*0.25扣板寬*0.13板厚+7.8長(zhǎng)*0.055扣板寬*0.13板厚)扣板=1.87411.874第7跨 梁體積=0.35寬*0.8高*(8.4長(zhǎng)-0.3起點(diǎn)扣減-

14、0.3終點(diǎn)扣減)-(7.8001長(zhǎng)*0.25扣板寬*0.13板厚+7.8001長(zhǎng)*0.055扣板寬*0.13板厚)扣板=1.87411.874第8跨 梁體積=0.35寬*0.8高*(8.4長(zhǎng)-0.3起點(diǎn)扣減-0.375終點(diǎn)扣減)-(7.725長(zhǎng)*0.25扣板寬*0.13板厚+7.725長(zhǎng)*0.055扣板寬*0.13板厚)扣板=1.85611.856第9跨 梁體積=0.35寬*0.8高*(8.075長(zhǎng)-0.375起點(diǎn)扣減-0.375終點(diǎn)扣減)-(7.325長(zhǎng)*0.213扣板寬*0.13板厚+7.325長(zhǎng)*0.175扣板寬*0.13板厚)扣板=1.68211.682(2層)KL3(9): B第1跨

15、 梁體積=0.475寬*0.8高*(8.075長(zhǎng)-0.375起點(diǎn)扣減-0.35終點(diǎn)扣減)-(3.35長(zhǎng)*0.475扣板寬*0.14板厚+4長(zhǎng)*0.475扣板寬*0.13板厚)扣板=2.32312.323第2跨 梁體積=0.35寬*0.8高*(8.4長(zhǎng)-0.35起點(diǎn)扣減-0.3終點(diǎn)扣減)-7.75長(zhǎng)*0.35梁寬*0.13板厚扣板=1.81711.817第3跨 梁體積=0.475寬*0.8高*(8.4長(zhǎng)-0.3起點(diǎn)扣減-0.3終點(diǎn)扣減)-7.7999長(zhǎng)*0.475梁寬*0.13板厚扣板=2.48212.482第4跨 梁體積=0.475寬*0.8高*(8.4長(zhǎng)-0.3起點(diǎn)扣減-0.3終點(diǎn)扣減)-7

16、.8長(zhǎng)*0.475梁寬*0.13板厚扣板=2.48212.482第5跨 梁體積=0.35寬*0.8高*(8.4長(zhǎng)-0.3起點(diǎn)扣減-0.3終點(diǎn)扣減)-7.7999長(zhǎng)*0.35梁寬*0.13板厚扣板=1.82911.829第6跨 梁體積=0.35寬*0.8高*(8.4長(zhǎng)-0.3起點(diǎn)扣減-0.3終點(diǎn)扣減)-7.8長(zhǎng)*0.35梁寬*0.13板厚扣板=1.82911.829第7跨 梁體積=0.35寬*0.8高*(8.4長(zhǎng)-0.3起點(diǎn)扣減-0.3終點(diǎn)扣減)-7.8001長(zhǎng)*0.35梁寬*0.13板厚扣板=1.82911.829第8跨 梁體積=0.35寬*0.8高*(8.4長(zhǎng)-0.3起點(diǎn)扣減-0.35終點(diǎn)扣

17、減)-7.75長(zhǎng)*0.35梁寬*0.13板厚扣板=1.81711.817第9跨 梁體積=0.35寬*0.8高*(8.075長(zhǎng)-0.35起點(diǎn)扣減-0.375終點(diǎn)扣減)-(7.35長(zhǎng)*0.175扣板寬*0.13板厚+7.35長(zhǎng)*0.175扣板寬*0.14板厚)扣板=1.71111.711(2層)KL4(9): (-0.2/10)A第1跨 梁體積=0.3寬*1.25高*(7.704長(zhǎng)-0.302起點(diǎn)扣減-0.302終點(diǎn)扣減)-(2.4581長(zhǎng)*0.067扣板寬*0.14板厚+4.0502長(zhǎng)*0.3扣板寬*0.13板厚)扣板=2.48212.482第2跨 梁體積=0.3寬*1.25高*(8.4長(zhǎng)-0.

18、3起點(diǎn)扣減-0.3終點(diǎn)扣減)-7.8長(zhǎng)*0.175扣板寬*0.13板厚扣板=2.74812.748第3跨 梁體積=0.3寬*1.25高*(8.4長(zhǎng)-0.3起點(diǎn)扣減-0.3終點(diǎn)扣減)-7.7999長(zhǎng)*0.175扣板寬*0.13板厚扣板=2.74812.748第4跨 梁體積=0.3寬*1.25高*(8.4長(zhǎng)-0.3起點(diǎn)扣減-0.3終點(diǎn)扣減)-7.8長(zhǎng)*0.175扣板寬*0.13板厚扣板=2.74812.748第5跨 梁體積=0.3寬*1.25高*(8.4長(zhǎng)-0.3起點(diǎn)扣減-0.3終點(diǎn)扣減)-7.7999長(zhǎng)*0.175扣板寬*0.13板厚扣板=2.74812.748第6跨 梁體積=0.3寬*1.25

19、高*(8.4長(zhǎng)-0.3起點(diǎn)扣減-0.3終點(diǎn)扣減)-7.8長(zhǎng)*0.175扣板寬*0.13板厚扣板=2.74812.748第7跨 梁體積=0.3寬*1.25高*(8.4長(zhǎng)-0.3起點(diǎn)扣減-0.3終點(diǎn)扣減)-7.8001長(zhǎng)*0.175扣板寬*0.13板厚扣板=2.74812.748第8跨 梁體積=0.3寬*1.25高*(8.4長(zhǎng)-0.3起點(diǎn)扣減-0.3終點(diǎn)扣減)-7.8長(zhǎng)*0.175扣板寬*0.13板厚扣板=2.74812.748第9跨 梁體積=0.3寬*1.25高*(7.7長(zhǎng)-0.3起點(diǎn)扣減-0.3終點(diǎn)扣減)-7.1長(zhǎng)*0.15扣板寬*0.14板厚扣板=2.51312.513(2層)KL5(3):

20、 A(-0.2/D)第1跨 梁體積=0.3寬*1.25高*(8長(zhǎng)-0.3起點(diǎn)扣減-0.3終點(diǎn)扣減)-7.4長(zhǎng)*0.077扣板寬*0.14板厚扣板=2.69512.695第2跨 梁體積=0.3寬*1.25高*(8.4長(zhǎng)-0.3起點(diǎn)扣減-0.3終點(diǎn)扣減)-6.0001長(zhǎng)*0.071扣板寬*0.14板厚扣板=2.86512.865第3跨 梁體積=0.3寬*1.25高*(8長(zhǎng)-0.3起點(diǎn)扣減-0.3終點(diǎn)扣減)-7.3998長(zhǎng)*0.05扣板寬*0.13板厚扣板=2.72712.727(2層)KL6(3): AD第1跨 梁體積=0.3寬*0.8高*(8.375長(zhǎng)-0.375起點(diǎn)扣減-0.35終點(diǎn)扣減)-7

21、.65長(zhǎng)*0.3梁寬*0.13板厚扣板=1.53811.538第2跨 梁體積=0.3寬*0.8高*(8.4長(zhǎng)-0.35起點(diǎn)扣減-0.3終點(diǎn)扣減)-7.75長(zhǎng)*0.3梁寬*0.13板厚扣板=1.55811.558第3跨 梁體積=0.3寬*0.8高*(8.375長(zhǎng)-0.3起點(diǎn)扣減-0.375終點(diǎn)扣減)-7.6998長(zhǎng)*0.3梁寬*0.13板厚扣板=1.54811.548(2層)KL7(3): (-0.3/A)(0.2/D) 、(-0.3/A)(0.2/D)第1跨 梁體積=0.3寬*0.8高*(8.45長(zhǎng)-0.3起點(diǎn)扣減-0.325終點(diǎn)扣減)-7.825長(zhǎng)*0.3梁寬*0.13板厚扣板=1.5732

22、3.146第2跨 梁體積=0.3寬*0.8高*(8.4長(zhǎng)-0.325起點(diǎn)扣減-0.325終點(diǎn)扣減)-7.75長(zhǎng)*0.3梁寬*0.13板厚扣板=1.55823.116第3跨 梁體積=0.3寬*0.8高*(8.45長(zhǎng)-0.325起點(diǎn)扣減-0.3終點(diǎn)扣減)-7.6748長(zhǎng)*0.3扣板寬*0.13板厚扣板=1.57923.158(2層)KL7(3): (-0.3/A)(0.2/D)第1跨 梁體積=0.3寬*0.8高*(8.425長(zhǎng)-0.3起點(diǎn)扣減-0.325終點(diǎn)扣減)-7.8長(zhǎng)*0.3梁寬*0.13板厚扣板=1.56811.568第2跨 梁體積=0.3寬*0.8高*(8.4長(zhǎng)-0.325起點(diǎn)扣減-0.

23、325終點(diǎn)扣減)-7.75長(zhǎng)*0.3梁寬*0.13板厚扣板=1.55811.558第3跨 梁體積=0.3寬*0.8高*(8.475長(zhǎng)-0.325起點(diǎn)扣減-0.3終點(diǎn)扣減)-7.6998長(zhǎng)*0.3扣板寬*0.13板厚扣板=1.58411.584(2層)KL7(3): (0.2/D)(-0.2/A) 、(0.2/D)(-0.2/A)第1跨 梁體積=0.3寬*0.8高*(8.45長(zhǎng)-0.299起點(diǎn)扣減-0.326終點(diǎn)扣減)-7.675長(zhǎng)*0.3扣板寬*0.13板厚扣板=1.57923.158第2跨 梁體積=0.3寬*0.8高*(8.4長(zhǎng)-0.324起點(diǎn)扣減-0.325終點(diǎn)扣減)-7.7501長(zhǎng)*0.

24、3梁寬*0.13板厚扣板=1.55823.116第3跨 梁體積=0.3寬*0.8高*(8.45長(zhǎng)-0.325起點(diǎn)扣減-0.3終點(diǎn)扣減)-7.8251長(zhǎng)*0.3梁寬*0.13板厚扣板=1.57323.146(2層)KL7(3): (0.2/D)(-0.2/A)第1跨 梁體積=0.3寬*0.8高*(8.025長(zhǎng)-0.3起點(diǎn)扣減)-7.5748長(zhǎng)*0.3扣板寬*0.13板厚扣板=1.55911.559第1跨 梁體積=0.3寬*0.8高*(0.45長(zhǎng))-0.125長(zhǎng)*0.3梁寬*0.13板厚扣板=0.10310.103第2跨 梁體積=0.3寬*0.8高*(8.4長(zhǎng)-0.325起點(diǎn)扣減-0.325終點(diǎn)扣

25、減)-7.75長(zhǎng)*0.3梁寬*0.13板厚扣板=1.55811.558第3跨 梁體積=0.3寬*0.8高*(8.424長(zhǎng)-0.326起點(diǎn)扣減-0.298終點(diǎn)扣減)-7.8006長(zhǎng)*0.3梁寬*0.13板厚扣板=1.56811.568(2層)KL8(3): AD第1跨 梁體積=0.3寬*0.8高*(8.375長(zhǎng)-0.375起點(diǎn)扣減-0.35終點(diǎn)扣減)-(7.65長(zhǎng)*0.15扣板寬*0.14板厚+7.65長(zhǎng)*0.15扣板寬*0.13板厚)扣板=1.52611.526第2跨 梁體積=0.3寬*0.8高*(8.4長(zhǎng)-0.35起點(diǎn)扣減-0.375終點(diǎn)扣減)-7.675長(zhǎng)*0.15扣板寬*0.13板厚*2

26、扣板=1.54311.543第3跨 梁體積=0.3寬*0.8高*(8.375長(zhǎng)-0.375起點(diǎn)扣減-0.375終點(diǎn)扣減)-7.6248長(zhǎng)*0.3梁寬*0.13板厚扣板=1.53311.533(2層)KL9(3): AD第1跨 梁體積=0.3寬*1.25高*(8長(zhǎng)-0.3起點(diǎn)扣減-0.3終點(diǎn)扣減)-7.4長(zhǎng)*0.15扣板寬*0.14板厚扣板=2.6212.62第2跨 梁體積=0.3寬*1.2高*(8.4長(zhǎng)-0.3起點(diǎn)扣減-0.3終點(diǎn)扣減)-7.8長(zhǎng)*0.163扣板寬*0.13板厚扣板=2.64312.643第3跨 梁體積=0.3寬*1.25高*(8.004長(zhǎng)-0.303起點(diǎn)扣減-0.301終點(diǎn)扣

27、減)-7.4005長(zhǎng)*0.3梁寬*0.13板厚扣板=2.48712.487(2層)L1(1): (3.5/1)(-2.8/D) 梁體積=0.2寬*0.4高*(3.35長(zhǎng)-0.15終點(diǎn)扣減)-3.2長(zhǎng)*0.2梁寬*0.13板厚扣板=0.17310.173(2層)L2(1): (3.5/1)(-0.6/2)(3.6/C) 梁體積=0.2寬*0.5高*(3.75長(zhǎng)-0.15起點(diǎn)扣減+0.1終點(diǎn)增長(zhǎng))-3.7長(zhǎng)*0.2梁寬*0.13板厚扣板=0.27410.274(2層)L4(1): (-3.6/10)(-2.8/D) 梁體積=0.2寬*0.4高*(3.432長(zhǎng)-0.15起點(diǎn)扣減-0.15終點(diǎn)扣減)-

28、3.1316長(zhǎng)*0.2梁寬*0.13板厚扣板=0.16910.169(2層)L5(1): (-3.6/10)(-4/D) 梁體積=0.2寬*0.5高*(4.35長(zhǎng)-0.15起點(diǎn)扣減-0.15終點(diǎn)扣減)-4.05長(zhǎng)*0.2梁寬*0.13板厚扣板=0.310.3(2層)L6(1): (1.9/9)(-3.6/10)(1.8/C) 梁體積=0.2寬*0.4高*(2.4長(zhǎng)-0.1起點(diǎn)扣減-0.15終點(diǎn)扣減)-2.15長(zhǎng)*0.2梁寬*0.13板厚扣板=0.11610.116(2層)L7(1): (-3.7/C) 梁體積=0.3寬*0.7高*(8.05長(zhǎng)-0.15起點(diǎn)扣減-0.15終點(diǎn)扣減)-7.75長(zhǎng)*

29、0.3梁寬*0.13板厚扣板=1.32511.325(2層)L8(3): (3.5/1)AD第1跨 梁體積=0.3寬*0.7高*(7.938長(zhǎng)-0.237終點(diǎn)扣減)-(7.7長(zhǎng)*0.15扣板寬*0.14板厚+7.7長(zhǎng)*0.15扣板寬*0.13板厚)扣板=1.30511.305第2跨 梁體積=0.3寬*0.7高*(8.343長(zhǎng)-0.237起點(diǎn)扣減-0.175終點(diǎn)扣減)-(7.9302長(zhǎng)*0.15扣板寬*0.14板厚+7.9307長(zhǎng)*0.15扣板寬*0.13板厚)扣板=1.34411.344第3跨 梁體積=0.3寬*0.7高*(8.27長(zhǎng)-0.175起點(diǎn)扣減-0.15終點(diǎn)扣減)-7.9446長(zhǎng)*0

30、.3梁寬*0.13板厚扣板=1.35911.359(2層)L9(1): (-0.6/2)C(3.6/C) 梁體積=0.2寬*0.4高*(3.714長(zhǎng)-0.175起點(diǎn)扣減-0.1終點(diǎn)扣減)-3.4389長(zhǎng)*0.2梁寬*0.13板厚扣板=0.18610.186(2層)L10(2): (1.9/9)(-4/D)(-3.7/C)第1跨 梁體積=0.2寬*0.4高*(4.275長(zhǎng)-0.1起點(diǎn)扣減-0.175終點(diǎn)扣減)-4長(zhǎng)*0.2梁寬*0.13板厚扣板=0.21610.216第2跨 梁體積=0.2寬*0.4高*(3.575長(zhǎng)-0.175起點(diǎn)扣減-0.15終點(diǎn)扣減)-3.25長(zhǎng)*0.2梁寬*0.13板厚扣

31、板=0.17610.176(2層)L11(1): (-3.6/10)CD 梁體積=0.3寬*0.8高*(8.225長(zhǎng)-0.175起點(diǎn)扣減-0.15終點(diǎn)扣減)-7.9長(zhǎng)*0.3梁寬*0.13板厚扣板=1.58811.588(2層)L14(3): (4.2/2)AD第1跨 梁體積=0.3寬*0.7高*(8.35長(zhǎng)-0.15起點(diǎn)扣減-0.175終點(diǎn)扣減)-8.025長(zhǎng)*0.3梁寬*0.13板厚扣板=1.37211.372第2跨 梁體積=0.3寬*0.7高*(8.293長(zhǎng)-0.175起點(diǎn)扣減-0.175終點(diǎn)扣減)-7.9434長(zhǎng)*0.3梁寬*0.13板厚扣板=1.35811.358第3跨 梁體積=0.

32、3寬*0.7高*(8.457長(zhǎng)-0.175起點(diǎn)扣減-0.15終點(diǎn)扣減)-7.9312長(zhǎng)*0.3扣板寬*0.13板厚扣板=1.39811.398(2層)L14(3): (4.2/3)AD第1跨 梁體積=0.3寬*0.7高*(8.288長(zhǎng)-0.15起點(diǎn)扣減-0.237終點(diǎn)扣減)-7.9長(zhǎng)*0.3梁寬*0.13板厚扣板=1.35111.351第2跨 梁體積=0.3寬*0.7高*(8.369長(zhǎng)-0.237起點(diǎn)扣減-0.175終點(diǎn)扣減)-7.9563長(zhǎng)*0.3梁寬*0.13板厚扣板=1.36111.361第3跨 梁體積=0.3寬*0.7高*(8.444長(zhǎng)-0.175起點(diǎn)扣減-0.15終點(diǎn)扣減)-7.91

33、84長(zhǎng)*0.3扣板寬*0.13板厚扣板=1.39611.396(2層)L14(3): (-4.2/5)AD第1跨 梁體積=0.3寬*0.7高*(8.288長(zhǎng)-0.15起點(diǎn)扣減-0.237終點(diǎn)扣減)-7.9長(zhǎng)*0.3梁寬*0.13板厚扣板=1.35111.351第2跨 梁體積=0.3寬*0.7高*(8.382長(zhǎng)-0.237起點(diǎn)扣減-0.175終點(diǎn)扣減)-7.9691長(zhǎng)*0.3梁寬*0.13板厚扣板=1.36311.363第3跨 梁體積=0.3寬*0.7高*(8.431長(zhǎng)-0.175起點(diǎn)扣減-0.15終點(diǎn)扣減)-7.9055長(zhǎng)*0.3扣板寬*0.13板厚扣板=1.39411.394(2層)L14(

34、3): (4.2/6)AD 、(4.2/7)AD 、(4.2/8)AD 、(4.2/5)AD第1跨 梁體積=0.3寬*0.7高*(8.35長(zhǎng)-0.15起點(diǎn)扣減-0.175終點(diǎn)扣減)-8.025長(zhǎng)*0.3梁寬*0.13板厚扣板=1.37245.488第2跨 梁體積=0.3寬*0.7高*(8.4長(zhǎng)-0.175起點(diǎn)扣減-0.175終點(diǎn)扣減)-8.05長(zhǎng)*0.3梁寬*0.13板厚扣板=1.37745.508第3跨 梁體積=0.3寬*0.7高*(8.35長(zhǎng)-0.175起點(diǎn)扣減-0.15終點(diǎn)扣減)-7.8248長(zhǎng)*0.3扣板寬*0.13板厚扣板=1.3845.52(2層)L15(1): (-3.9/10)

35、AB 梁體積=0.3寬*0.7高*(8長(zhǎng)-0.175終點(diǎn)扣減)-7.825長(zhǎng)*0.3梁寬*0.14板厚扣板=1.31511.315(2層)L16(1): (3.1/D) 梁體積=0.2寬*0.6高*(7.8長(zhǎng)+0.15起點(diǎn)增長(zhǎng)-0.15終點(diǎn)扣減)=0.93610.936(2層)L16(1): (3.1/D) 梁體積=0.2寬*0.6高*(8.1長(zhǎng)+0.15起點(diǎn)增長(zhǎng)-0.15終點(diǎn)扣減)=0.97210.972(2層)XL1: (-0.4/D)(3.1/D) 梁體積=0.3寬*0.6高*(3.5長(zhǎng)-0.5起點(diǎn)扣減-0.1終點(diǎn)扣減)=0.52210.522(2層)XL1: D(3.1/D) 、D(3

36、.1/D) 梁體積=0.3寬*0.6高*(3.05長(zhǎng)-0.5起點(diǎn)扣減+0.1終點(diǎn)增長(zhǎng))=0.47720.954(2層)XL1: D(3.1/D) 梁體積=0.3寬*0.6高*(3.05長(zhǎng)-0.5起點(diǎn)扣減-0.1終點(diǎn)扣減)=0.44110.4414010405001011有梁板(中砂) C30 板部分246.123(2層)B1降50: B1降50_No1:BC 板體積=(67.423面積)*0.13板厚=8.76518.765(2層)B3: B3_No1:(3.5/1)()C 板體積=(57.682面積)*0.14板厚=8.07518.075(2層)B3: B3_No2:AB 板體積=(63.9

37、77面積)*0.14板厚=8.95718.957(2層)B2: B2_No1:CD 板體積=(8.075*74.625面積-0.3379扣柱)*0.13板厚=78.292178.292(2層)B2: B2_No2:(3.5/1)AC 板體積=(16.655*63.15面積-(0.39*6+0.49)扣柱)*0.13板厚=136.3651136.365(2層)B120: B120_No1:D(3.1/D) 板體積=(2.925*7.9面積)*0.12板厚=2.77312.773(2層)B120: B120_No2:D(3.1/D) 板體積=(2.925*8.25面積)*0.12板厚=2.8961

38、2.8965011203002011現(xiàn)澆混凝土柱模板使用費(fèi) 矩形柱413.61(2層)KZ1: 1,-0.2/D 柱模板面積扣梁、墻=2*(0.6截面寬+0.6截面高)*4.5柱高-0.93扣梁=9.8719.87(2層)KZ1A: -0.2/10,-0.2/D 柱模板面積扣梁、墻=2*(0.6截面寬+0.6截面高)*4.5柱高-0.75扣梁=10.05110.05(2層)KZ2: 2,D 柱模板面積扣梁、墻=2*(0.6截面寬+0.75截面高)*4.5柱高-1.17扣梁=10.98110.98(2層)KZ2C: 9,D 柱模板面積扣梁、墻=2*(0.6截面寬+0.75截面高)*4.5柱高-1

39、.17扣梁=10.98110.98(2層)KZ2A: 1,C 柱模板面積扣梁、墻=2*(0.6截面寬+0.75截面高)*4.5柱高-1.03扣梁=11.12111.12(2層)KZ2B: 10,C 柱模板面積扣梁、墻=2*(0.6截面寬+0.75截面高)*4.5柱高-1.015扣梁=11.135111.135(2層)KZ3A: 9,C 柱模板面積扣梁、墻=2*(0.75截面寬+0.75截面高)*4.5柱高-1.04扣梁=12.46112.46(2層)KZ3: 2,C 柱模板面積扣梁、墻=2*(0.6截面寬+0.6截面高)*4.5柱高-1.04扣梁=9.7619.76(2層)KZ4: 1,A 、

40、-0.2/10,A 柱模板面積扣梁、墻=2*(0.6截面寬+0.6截面高)*4.5柱高-0.75扣梁=10.05220.1(2層)KZ5: 3,0.2/D 、4,0.2/D 、5,0.2/D 、6,0.2/D 、7,0.2/D 、3,-0.3/A 、4,-0.3/A 、5,-0.3/A 、6,-0.3/A 、7,-0.3/A 、8,-0.3/A 柱模板面積扣梁、墻=2*(0.6截面寬+0.6截面高)*4.5柱高-0.99扣梁=9.8111107.91(2層)KZ5: 2,A 、9,A 柱模板面積扣梁、墻=2*(0.6截面寬+0.75截面高)*4.5柱高-0.99扣梁=11.16222.32(2

41、層)KZ5A: 8,0.2/D 柱模板面積扣梁、墻=2*(0.6截面寬+0.6截面高)*4.5柱高-1.17扣梁=9.6319.63(2層)KZ6: 1,B 柱模板面積扣梁、墻=2*(0.6截面寬+0.75截面高)*4.5柱高-1.13扣梁=11.02111.02(2層)KZ6: 10,B 柱模板面積扣梁、墻=2*(0.6截面寬+0.75截面高)*4.5柱高-1.015扣梁=11.135111.135(2層)KZ7: 3,C 、4,C 、5,C 、6,C 、7,C 、8,C 、6,B 、7,B 、8,B 柱模板面積扣梁、墻=2*(0.6截面寬+0.65截面高)*4.5柱高-1.04扣梁=10.

42、21991.89(2層)KZ7: 3,B 、5,B 柱模板面積扣梁、墻=2*(0.6截面寬+0.65截面高)*4.5柱高-1.14扣梁=10.11220.22(2層)KZ7: 4,B 柱模板面積扣梁、墻=2*(0.6截面寬+0.65截面高)*4.5柱高-1.24扣梁=10.01110.01(2層)KZ8: 2,B 柱模板面積扣梁、墻=2*(0.7截面寬+0.7截面高)*4.5柱高-1.14扣梁=11.46111.46(2層)KZ8: 9,B 柱模板面積扣梁、墻=2*(0.7截面寬+0.7截面高)*4.5柱高-1.04扣梁=11.56111.566011203003001現(xiàn)澆混凝土梁模板使用費(fèi)1

43、411.518(2層)KL1(9): (-0.2/10)D第1跨 梁模板面積=0.3寬*7.1凈長(zhǎng)+(7.1左側(cè)凈長(zhǎng)+7.1右側(cè)凈長(zhǎng))*1.25高-0.21扣梁=19.67119.67第2跨 梁模板面積=0.3寬*7.8凈長(zhǎng)+(7.8左側(cè)凈長(zhǎng)+7.8右側(cè)凈長(zhǎng))*1.25高-0.21扣梁=21.63121.63第3跨 梁模板面積=0.3寬*7.8凈長(zhǎng)+(7.8左側(cè)凈長(zhǎng)+7.8右側(cè)凈長(zhǎng))*1.25高-0.21扣梁=21.63121.63第4跨 梁模板面積=0.3寬*7.8凈長(zhǎng)+(7.8左側(cè)凈長(zhǎng)+7.8右側(cè)凈長(zhǎng))*1.25高-0.21扣梁=21.63121.63第5跨 梁模板面積=0.3寬*7.8凈

44、長(zhǎng)+(7.8左側(cè)凈長(zhǎng)+7.8右側(cè)凈長(zhǎng))*1.25?遌-0.21扣梁=21.63121.63第6跨 梁模板面積=0.3寬*7.8凈長(zhǎng)+(7.8左側(cè)凈長(zhǎng)+7.8右側(cè)凈長(zhǎng))*1.25高-0.21扣梁=21.63121.63第7跨 梁模板面積=0.3寬*7.8凈長(zhǎng)+(7.8左側(cè)凈長(zhǎng)+7.8右側(cè)凈長(zhǎng))*1.25高-0.21扣梁=21.63121.63第8跨 梁模板面積=0.3寬*7.8凈長(zhǎng)+(7.8左側(cè)凈長(zhǎng)+7.8右側(cè)凈長(zhǎng))*1.25高-0.21扣梁-(7.8長(zhǎng)*0.12板厚)=20.694120.694第9跨 梁模板面積=0.3寬*7.1凈長(zhǎng)+(7.1左側(cè)凈長(zhǎng)+7.1右側(cè)凈長(zhǎng))*1.25高=19.88

45、119.88(2層)KL2(9): C第1跨 梁模板面積=0.35寬*7.4凈長(zhǎng)+(7.4左側(cè)凈長(zhǎng)+7.4右側(cè)凈長(zhǎng))*0.8高-0.5扣梁-(3.35長(zhǎng)*0.14板厚+7.4長(zhǎng)*0.13板厚+4.05長(zhǎng)*0.13板厚)=11.973111.973第2跨 梁模板面積=0.35寬*7.8凈長(zhǎng)+(7.8左側(cè)凈長(zhǎng)+7.8右側(cè)凈長(zhǎng))*0.8高-0.42扣梁-(7.8長(zhǎng)*0.13板厚*2)=12.762112.762第3跨 梁模板面積=0.35寬*7.8凈長(zhǎng)+(7.8左側(cè)凈長(zhǎng)+7.8右側(cè)凈長(zhǎng))*0.8高-0.42扣梁-(7.8長(zhǎng)*0.13板厚*2)=12.762112.762第4跨 梁模板面積=0.35寬

46、*7.8凈長(zhǎng)+(7.8左側(cè)凈長(zhǎng)+7.8右側(cè)凈長(zhǎng))*0.8高-0.42扣梁-(7.8長(zhǎng)*0.13板厚*2)=12.762112.762第5跨 梁模板面積=0.35寬*7.8凈長(zhǎng)+(7.8左側(cè)凈長(zhǎng)+7.8右側(cè)凈長(zhǎng))*0.8高-0.42扣梁-(7.8長(zhǎng)*0.13板厚*2)=12.762112.762第6跨 梁模板面積=0.35寬*7.8凈長(zhǎng)+(7.8左側(cè)凈長(zhǎng)+7.8右側(cè)凈長(zhǎng))*0.8高-0.42扣梁-(7.8長(zhǎng)*0.13板厚*2)=12.762112.762第7跨 梁模板面積=0.35寬*7.8凈長(zhǎng)+(7.8左側(cè)凈長(zhǎng)+7.8右側(cè)凈長(zhǎng))*0.8高-0.42扣梁-(7.8長(zhǎng)*0.13板厚*2)=12.7

47、62112.762第8跨梁模板面積=0.35寬*7.725凈長(zhǎng)+(7.725左側(cè)凈長(zhǎng)+7.725右側(cè)凈長(zhǎng))*0.8高-0.42扣梁-(7.725長(zhǎng)*0.13板厚*2)=12.635112.635第9跨梁模板面積=0.35寬*7.325凈長(zhǎng)+(7.325左側(cè)凈長(zhǎng)+7.325右側(cè)凈長(zhǎng))*0.8高-0.4扣梁-(7.325長(zhǎng)*0.13板厚*2)=11.979111.979(2層)KL3(9): B第1跨梁模板面積=0.475寬*7.35凈長(zhǎng)+(7.35左側(cè)凈長(zhǎng)+7.35右側(cè)凈長(zhǎng))*0.8高-0.42扣梁-(3.35長(zhǎng)*0.14板厚+4長(zhǎng)*0.13板厚)=13.842113.842第2跨 梁模板面積=

48、0.35寬*7.75凈長(zhǎng)+(7.75左側(cè)凈長(zhǎng)+7.75右側(cè)凈長(zhǎng))*0.8高-0.42扣梁-(2*7.75長(zhǎng)*0.13板厚)=12.677112.677第3跨 梁模板面積=0.475寬*7.8凈長(zhǎng)+(7.8左側(cè)凈長(zhǎng)+7.8右側(cè)凈長(zhǎng))*0.8高-0.42扣梁-(2*7.7999長(zhǎng)*0.13板厚)=13.737113.737第4跨 梁模板面積=0.475寬*7.8凈長(zhǎng)+(7.8左側(cè)凈長(zhǎng)+7.8右側(cè)凈長(zhǎng))*0.8高-0.42扣梁-(2*7.8長(zhǎng)*0.13板厚)=13.737113.737第5跨 梁模板面積=0.35寬*7.8凈長(zhǎng)+(7.8左側(cè)凈長(zhǎng)+7.8右側(cè)凈長(zhǎng))*0.8高-0.42扣梁-(2*7.7

49、999長(zhǎng)*0.13板厚)=12.762112.762第6跨 梁模板面積=0.35寬*7.8凈長(zhǎng)+(7.8左側(cè)凈長(zhǎng)+7.8右側(cè)凈長(zhǎng))*0.8高-0.42扣梁-(2*7.8長(zhǎng)*0.13板厚)=12.762112.762第7跨 梁模板面積=0.35寬*7.8凈長(zhǎng)+(7.8左側(cè)凈長(zhǎng)+7.8右側(cè)凈長(zhǎng))*0.8高-0.42扣梁-(2*7.8001長(zhǎng)*0.13板厚)=12.762112.762第8跨梁模板面積=0.35寬*7.75凈長(zhǎng)+(7.75左側(cè)凈長(zhǎng)+7.75右側(cè)凈長(zhǎng))*0.8高-0.42扣梁-(2*7.75長(zhǎng)*0.13板厚)=12.678112.678第9跨梁模板面積=0.35寬*7.35凈長(zhǎng)+(7.

50、35左側(cè)凈長(zhǎng)+7.35右側(cè)凈長(zhǎng))*0.8高-0.21扣梁-(7.35長(zhǎng)*0.13板厚+7.35長(zhǎng)*0.14板厚)=12.138112.138(2層)KL4(9): (-0.2/10)A第1跨 梁模板面積=0.3寬*7.1凈長(zhǎng)+(7.1左側(cè)凈長(zhǎng)+7.1右側(cè)凈長(zhǎng))*1.25高-(2.458長(zhǎng)*0.14板厚+4.05長(zhǎng)*0.13板厚)=19.011119.011第2跨 梁模板面積=0.3寬*7.8凈長(zhǎng)+(7.8左側(cè)凈長(zhǎng)+7.8右側(cè)凈長(zhǎng))*1.25高-0.21扣梁-(7.8長(zhǎng)*0.13板厚)=20.616120.616第3跨 梁模板面積=0.3寬*7.8凈長(zhǎng)+(7.8左側(cè)凈長(zhǎng)+7.8右側(cè)凈長(zhǎng))*1.2

51、5高-0.21扣梁-(7.8長(zhǎng)*0.13板厚)=20.616120.616第4跨 梁模板面積=0.3寬*7.8凈長(zhǎng)+(7.8左側(cè)凈長(zhǎng)+7.8右側(cè)凈長(zhǎng))*1.25高-0.21扣梁-(7.8長(zhǎng)*0.13板厚)=20.616120.616第5跨 梁模板面積=0.3寬*7.8凈長(zhǎng)+(7.8左側(cè)凈長(zhǎng)+7.8右側(cè)凈長(zhǎng))*1.25高-0.21扣梁-(7.8長(zhǎng)*0.13板厚)=20.616120.616第6跨 梁模板面積=0.3寬*7.8凈長(zhǎng)+(7.8左側(cè)凈長(zhǎng)+7.8右側(cè)凈長(zhǎng))*1.25高-0.21扣梁-(7.8長(zhǎng)*0.13板厚)=20.616120.616第7跨 梁模板面積=0.3寬*7.8凈長(zhǎng)+(7.8左

52、側(cè)凈長(zhǎng)+7.8右側(cè)凈長(zhǎng))*1.25高-0.21扣梁-(7.8長(zhǎng)*0.13板厚)=20.616120.616第8跨 梁模板面積=0.3寬*7.8凈長(zhǎng)+(7.8左側(cè)凈長(zhǎng)+7.8右側(cè)凈長(zhǎng))*1.25高-0.21扣梁-(7.8長(zhǎng)*0.13板厚)=20.616120.616第9跨 梁模板面積=0.3寬*7.1凈長(zhǎng)+(7.1左側(cè)凈長(zhǎng)+7.1右側(cè)凈長(zhǎng))*1.25高-(7.1長(zhǎng)*0.14板厚)=18.886118.886(2層)KL5(3): A(-0.2/D)第1跨 梁模板面積=0.3寬*7.4凈長(zhǎng)+(7.4左側(cè)凈長(zhǎng)+7.4右側(cè)凈長(zhǎng))*1.25高-(7.4長(zhǎng)*0.14板厚)=19.684119.684第2跨

53、 梁模板面積=0.3寬*7.8凈長(zhǎng)+(7.8左側(cè)凈長(zhǎng)+7.8右側(cè)凈長(zhǎng))*1.25高-(6長(zhǎng)*0.14板厚)=21121第3跨 梁模板面積=0.3寬*7.4凈長(zhǎng)+(7.4左側(cè)凈長(zhǎng)+7.4右側(cè)凈長(zhǎng))*1.25高-(7.4長(zhǎng)*0.13板厚)=19.757119.757(2層)KL6(3): AD第1跨 梁模板面積=0.3寬*7.65凈長(zhǎng)+(7.65左側(cè)凈長(zhǎng)+7.65右側(cè)凈長(zhǎng))*0.8高-(2*7.65長(zhǎng)*0.13板厚)=12.546112.546第2跨 梁模板面積=0.3寬*7.75凈長(zhǎng)+(7.75左側(cè)凈長(zhǎng)+7.75右側(cè)凈長(zhǎng))*0.8高-(2*7.75長(zhǎng)*0.13板厚)=12.71112.71第3跨

54、 梁模板面積=0.3寬*7.7凈長(zhǎng)+(7.7左側(cè)凈長(zhǎng)+7.7右側(cè)凈長(zhǎng))*0.8高-(2*7.6998長(zhǎng)*0.13板厚)=12.628112.628(2層)KL7(3): (-0.3/A)(0.2/D) 、(-0.3/A)(0.2/D)第1跨梁模板面積=0.3寬*7.825凈長(zhǎng)+(7.825左側(cè)凈長(zhǎng)+7.825右側(cè)凈長(zhǎng))*0.8高-(2*7.825長(zhǎng)*0.13板厚)=12.833225.666第2跨 梁模板面積=0.3寬*7.75凈長(zhǎng)+(7.75左側(cè)凈長(zhǎng)+7.75右側(cè)凈長(zhǎng))*0.8高-(2*7.75長(zhǎng)*0.13板厚)=12.71225.42第3跨梁模板面積=0.3寬*7.825凈長(zhǎng)+(7.825

55、左側(cè)凈長(zhǎng)+7.825右側(cè)凈長(zhǎng))*0.8高-(7.675長(zhǎng)*0.13板厚)=13.869227.738(2層)KL7(3): (-0.3/A)(0.2/D)第1跨 梁模板面積=0.3寬*7.8凈長(zhǎng)+(7.8左側(cè)凈長(zhǎng)+7.8右側(cè)凈長(zhǎng))*0.8高-(2*7.8長(zhǎng)*0.13板厚)=12.792112.792第2跨 梁模板面積=0.3寬*7.75凈長(zhǎng)+(7.75左側(cè)凈長(zhǎng)+7.75右側(cè)凈長(zhǎng))*0.8高-(2*7.75長(zhǎng)*0.13板厚)=12.71112.71第3跨 梁模板面積=0.3寬*7.85凈長(zhǎng)+(7.85左側(cè)凈長(zhǎng)+7.85右側(cè)凈長(zhǎng))*0.8高-(7.7長(zhǎng)*0.13板厚)=13.914113.914(

56、2層)KL7(3): (0.2/D)(-0.2/A) 、(0.2/D)(-0.2/A)第1跨梁模板面積=0.3寬*7.825凈長(zhǎng)+(7.825左側(cè)凈長(zhǎng)+7.825右側(cè)凈長(zhǎng))*0.8高-(7.675長(zhǎng)*0.13板厚)=13.87227.74第2跨 梁模板面積=0.3寬*7.75凈長(zhǎng)+(7.75左側(cè)凈長(zhǎng)+7.75右側(cè)凈長(zhǎng))*0.8高-(2*7.7501長(zhǎng)*0.13板厚)=12.71225.42第3跨梁模板面積=0.3寬*7.825凈長(zhǎng)+(7.825左側(cè)凈長(zhǎng)+7.825右側(cè)凈長(zhǎng))*0.8高-(2*7.8251長(zhǎng)*0.13板厚)=12.833225.666(2層)KL7(3): (0.2/D)(-0.

57、2/A)第1跨梁模板面積=0.3寬*7.725凈長(zhǎng)+(7.725左側(cè)凈長(zhǎng)+7.725右側(cè)凈長(zhǎng))*0.8高-(7.575長(zhǎng)*0.13板厚)=13.692113.692第1跨梁模板面積=0.3寬*0.45凈長(zhǎng)+(0.125左側(cè)凈長(zhǎng)+0.125右側(cè)凈長(zhǎng))*0.8高-(2*0.125長(zhǎng)*0.13板厚)=0.30210.302第2跨 梁模板面積=0.3寬*7.75凈長(zhǎng)+(7.75左側(cè)凈長(zhǎng)+7.75右側(cè)凈長(zhǎng))*0.8高-(2*7.75長(zhǎng)*0.13板厚)=12.71112.71第3跨梁模板面積=0.3寬*7.801凈長(zhǎng)+(7.801左側(cè)凈長(zhǎng)+7.801右側(cè)凈長(zhǎng))*0.8高-(2*7.8006長(zhǎng)*0.13板厚

58、)=12.793112.793(2層)KL8(3): AD第1跨 梁模板面積=0.3寬*7.65凈長(zhǎng)+(7.65左側(cè)凈長(zhǎng)+7.65右側(cè)凈長(zhǎng))*0.8高-(7.65長(zhǎng)*0.14板厚+7.65長(zhǎng)*0.13板厚)=12.47112.47第2跨梁模板面積=0.3寬*7.675凈長(zhǎng)+(7.675左側(cè)凈長(zhǎng)+7.675右側(cè)凈長(zhǎng))*0.8高-0.21扣梁-(7.675長(zhǎng)*0.13板厚*2)=12.377112.377第3跨梁模板面積=0.3寬*7.625凈長(zhǎng)+(7.625左側(cè)凈長(zhǎng)+7.625右側(cè)凈長(zhǎng))*0.8高-0.1扣梁-(2*7.6248長(zhǎng)*0.13板厚)=12.405112.405(2層)KL9(3):

59、 AD第1跨 梁模板面積=0.3寬*7.4凈長(zhǎng)+(7.4左側(cè)凈長(zhǎng)+7.4右側(cè)凈長(zhǎng))*1.25高-(7.4長(zhǎng)*0.14板厚)=19.684119.684第2跨 梁模板面積=0.3寬*7.8凈長(zhǎng)+(7.8左側(cè)凈長(zhǎng)+7.8右側(cè)凈長(zhǎng))*1.2高-0.21扣梁-(7.8長(zhǎng)*0.13板厚)=19.836119.836第3跨 梁模板面積=0.3寬*7.401凈長(zhǎng)+(7.4左側(cè)凈長(zhǎng)+7.4右側(cè)凈長(zhǎng))*1.25高-0.08扣梁-(2*7.4005長(zhǎng)*0.13板厚)=18.717118.717(2層)L1(1): (3.5/1)(-2.8/D) 梁模板面積=0.2寬*3.2凈長(zhǎng)+(3.2左側(cè)凈長(zhǎng)+3.2右側(cè)凈長(zhǎng))

60、*0.4高-(2*3.2長(zhǎng)*0.13板厚)=2.36812.368(2層)L2(1): (3.5/1)(-0.6/2)(3.6/C) 梁模板面積=0.2寬*3.7凈長(zhǎng)+(3.7左側(cè)凈長(zhǎng)+3.7右側(cè)凈長(zhǎng))*0.5高-(2*3.7長(zhǎng)*0.13板厚)=3.47813.478(2層)L4(1): (-3.6/10)(-2.8/D) 梁模板面積=0.2寬*3.132凈長(zhǎng)+(3.13左側(cè)凈長(zhǎng)+3.133右側(cè)凈長(zhǎng))*0.4高-(2*3.1316長(zhǎng)*0.13板厚)=2.31712.317(2層)L5(1): (-3.6/10)(-4/D) 梁模板面積=0.2寬*4.05凈長(zhǎng)+(4.05左側(cè)凈長(zhǎng)+4.05右側(cè)凈