层清单计算式汇总

1、工工程程量量详详细细计计算算表表工工程程名名称称：厂厂房房算算量量序序号号清清单单编编码码计计算算表表达达式式件件工工程程量量1010302001001实心砖墙（外墙） 水泥砂浆(细砂) M10116.176(2层)空心砖: BA 、(-0.2/D)C 、AB 墙体积=(8轴线长-(0.3+0.3)扣柱)*(4.5墙高-1.25梁高)*0.2墙宽-7.4*0.2*0.12*8扣配筋带=3.389310.167(2层)空心砖: CB 墙体积=(8.4轴线长-(0.3+0.3)扣柱)*4.5墙高)*0.2墙宽-1.8001长*0.019扣板宽*0.14板厚扣板-7.8*0.2*0.12*8扣配筋带

2、=5.51815.518(2层)空心砖: D 、(-0.2/10)D 、(-0.2/10)A 墙体积=(7.7轴线长-(0.3+0.3)扣柱)*(4.5墙高-1.25梁高)*0.2墙宽-7.1*0.2*0.12*8扣配筋带=3.25239.756(2层)空心砖: D 墙体积=(8.4轴线长-(0.3+0.225)扣柱)*4.5墙高)*0.2墙宽-7.875*0.2*0.12*8扣配筋带=5.57515.575(2层)空心砖: D 、D 、D 、D 、D 墙体积=(8.4轴线长-(0.225+0.225)扣柱)*4.5墙高)*0.2墙宽-7.949*0.2*0.12*8扣配筋带=5.628528

3、.14(2层)空心砖: D 墙体积=(8.4轴线长-(0.225+0.3)扣柱)*4.5墙高)*0.2墙宽-7.875*0.2*0.12*8扣配筋带=5.57515.575(2层)空心砖: C(-0.2/D) 墙体积=(8轴线长-(0.3+0.3)扣柱)*4.5墙高)*0.2墙宽-7.3998长*0.2墙宽*0.13板厚扣板-7.4*0.2*0.12*8扣配筋带=5.04715.047(2层)空心砖: BC 墙体积=(8.4轴线长-(0.3+0.3)扣柱)*(4.5墙高-1.2梁高)*0.2墙宽-7.8*0.2*0.12*8扣配筋带=3.6513.65(2层)空心砖: A 墙体积=(8.4轴线

4、长-(0.225+0.3)扣柱)*4.5墙高)*0.2墙宽-7.95长*0.2墙宽*0.13板厚扣板-7.875*0.2*0.12*8扣配筋带=5.36915.369(2层)空心砖: A 墙体积=(8.4轴线长-(0.225+0.225)扣柱)*4.5墙高)*0.2墙宽-8.1001长*0.2墙宽*0.13板厚扣板-7.95*0.2*0.12*8扣配筋带=5.41815.418(2层)空心砖: A 、A 墙体积=(8.4轴线长-(0.225+0.225)扣柱)*4.5墙高)*0.2墙宽-8.1长*0.2墙宽*0.13板厚扣板-7.95*0.2*0.12*8扣配筋带=5.418210.836(2

5、层)空心砖: A 、A 墙体积=(8.4轴线长-(0.225+0.225)扣柱)*4.5墙高)*0.2墙宽-8.0999长*0.2墙宽*0.13板厚扣板-7.95*0.2*0.12*8扣配筋带=5.418210.836(2层)空心砖: A 墙体积=(8.4轴线长-(0.3+0.225)扣柱)*4.5墙高)*0.2墙宽-7.95长*0.2墙宽*0.13板厚扣板-7.875*0.2*0.12*8扣配筋带=5.36915.369(2层)空心砖: A 墙体积=(7.7轴线长-(0.3+0.3)扣柱)*4.5墙高)*0.2墙宽-(0.7673长*0.017扣板宽*0.14板厚+4.05长*0.2墙宽*0

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

7、*0.75截面高*4.5柱高=2.02512.025(2层)KZ2B: 10,C 柱体积=0.6截面宽*0.75截面高*4.5柱高=2.02512.025(2层)KZ3A: 9,C 柱体积=0.75截面宽*0.75截面高*4.5柱高=2.53112.531(2层)KZ3: 2,C 柱体积=0.6截面宽*0.6截面高*4.5柱高=1.6211.62(2层)KZ4: 1,A 、-0.2/10,A 柱体积=0.6截面宽*0.6截面高*4.5柱高=1.6223.24(2层)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 柱体积=0.6截面宽*0.6截面高*4.5柱高=1.621117.82(2层)KZ5: 2,A 、9,A 柱体积=0.6截面宽*0.75截面高*4.5柱高=2.02524.05(2层)KZ5A: 8,0.2/D 柱体积=0.6截面宽*0.6截面高*4.5柱高=1.6211.62(2层)KZ6: 1,B 柱体积=0.6截面宽*0.75截面高*4.5柱高=2.02512.025(2层)KZ6: 10,B 柱体积=0.6截面宽*0.75截面高*4.5柱高=2.02512.025(2层)KZ7: 3,C 、4,C

9、、5,C 、6,C 、7,C 、8,C 、6,B 、7,B 、8,B 柱体积=0.6截面宽*0.65截面高*4.5柱高=1.755915.795(2层)KZ7: 3,B 、5,B 柱体积=0.6截面宽*0.65截面高*4.5柱高=1.75523.51(2层)KZ7: 4,B 柱体积=0.6截面宽*0.65截面高*4.5柱高=1.75511.755(2层)KZ8: 2,B 柱体积=0.7截面宽*0.7截面高*4.5柱高=2.20512.205(2层)KZ8: 9,B 柱体积=0.7截面宽*0.7截面高*4.5柱高=2.20512.2053010405001001有梁板(3.6M以内)180.71

10、4(2层)KL1(9): (-0.2/10)D第1跨 梁体积=0.3宽*1.25高*(7.7长-0.3起点扣减-0.3终点扣减)=2.66312.663第2跨 梁体积=0.3宽*1.25高*(8.4长-0.3起点扣减-0.3终点扣减)=2.92512.925第3跨 梁体积=0.3宽*1.25高*(8.4长-0.3起点扣减-0.3终点扣减)=2.92512.925第4跨 梁体积=0.3宽*1.25高*(8.4长-0.3起点扣减-0.3终点扣减)=2.92512.925第5跨 梁体积=0.3宽*1.25高*(8.4长-0.3起点扣减-0.3终点扣减)=2.92512.925第6跨 梁体积=0.3宽

11、*1.25高*(8.4长-0.3起点扣减-0.3终点扣减)=2.92512.925第7跨 梁体积=0.3宽*1.25高*(8.4长-0.3起点扣减-0.3终点扣减)=2.92512.925第8跨 梁体积=0.3宽*1.25高*(8.4长-0.3起点扣减-0.3终点扣减)-7.8长*0.125扣板宽*0.12板厚扣板=2.80812.808第9跨 梁体积=0.3宽*1.25高*(7.7长-0.3起点扣减-0.3终点扣减)=2.66212.662(2层)KL2(9): C第1跨 梁体积=0.35宽*0.8高*(8.075长-0.375起点扣减-0.3终点扣减)-(3.35长*0.232扣板宽*0.

12、14板厚+7.4长*0.131扣板宽*0.13板厚+4.05长*0.172扣板宽*0.13板厚)扣板=1.74711.747第2跨 梁体积=0.35宽*0.8高*(8.4长-0.3起点扣减-0.3终点扣减)-(7.8长*0.143扣板宽*0.13板厚+7.8长*0.162扣板宽*0.13板厚)扣板=1.87411.874第3跨 梁体积=0.35宽*0.8高*(8.4长-0.3起点扣减-0.3终点扣减)-(7.7999长*0.156扣板宽*0.13板厚+7.7999长*0.149扣板宽*0.13板厚)扣板=1.87411.874第4跨 梁体积=0.35宽*0.8高*(8.4长-0.3起点扣减-0

13、.3终点扣减)-(7.8长*0.169扣板宽*0.13板厚+7.8长*0.136扣板宽*0.13板厚)扣板=1.87411.874第5跨 梁体积=0.35宽*0.8高*(8.4长-0.3起点扣减-0.3终点扣减)-(7.7999长*0.25扣板宽*0.13板厚+7.7999长*0.055扣板宽*0.13板厚)扣板=1.87411.874第6跨 梁体积=0.35宽*0.8高*(8.4长-0.3起点扣减-0.3终点扣减)-(7.8长*0.25扣板宽*0.13板厚+7.8长*0.055扣板宽*0.13板厚)扣板=1.87411.874第7跨 梁体积=0.35宽*0.8高*(8.4长-0.3起点扣减-

14、0.3终点扣减)-(7.8001长*0.25扣板宽*0.13板厚+7.8001长*0.055扣板宽*0.13板厚)扣板=1.87411.874第8跨 梁体积=0.35宽*0.8高*(8.4长-0.3起点扣减-0.375终点扣减)-(7.725长*0.25扣板宽*0.13板厚+7.725长*0.055扣板宽*0.13板厚)扣板=1.85611.856第9跨 梁体积=0.35宽*0.8高*(8.075长-0.375起点扣减-0.375终点扣减)-(7.325长*0.213扣板宽*0.13板厚+7.325长*0.175扣板宽*0.13板厚)扣板=1.68211.682(2层)KL3(9): B第1跨

15、 梁体积=0.475宽*0.8高*(8.075长-0.375起点扣减-0.35终点扣减)-(3.35长*0.475扣板宽*0.14板厚+4长*0.475扣板宽*0.13板厚)扣板=2.32312.323第2跨 梁体积=0.35宽*0.8高*(8.4长-0.35起点扣减-0.3终点扣减)-7.75长*0.35梁宽*0.13板厚扣板=1.81711.817第3跨 梁体积=0.475宽*0.8高*(8.4长-0.3起点扣减-0.3终点扣减)-7.7999长*0.475梁宽*0.13板厚扣板=2.48212.482第4跨 梁体积=0.475宽*0.8高*(8.4长-0.3起点扣减-0.3终点扣减)-7

16、.8长*0.475梁宽*0.13板厚扣板=2.48212.482第5跨 梁体积=0.35宽*0.8高*(8.4长-0.3起点扣减-0.3终点扣减)-7.7999长*0.35梁宽*0.13板厚扣板=1.82911.829第6跨 梁体积=0.35宽*0.8高*(8.4长-0.3起点扣减-0.3终点扣减)-7.8长*0.35梁宽*0.13板厚扣板=1.82911.829第7跨 梁体积=0.35宽*0.8高*(8.4长-0.3起点扣减-0.3终点扣减)-7.8001长*0.35梁宽*0.13板厚扣板=1.82911.829第8跨 梁体积=0.35宽*0.8高*(8.4长-0.3起点扣减-0.35终点扣

17、减)-7.75长*0.35梁宽*0.13板厚扣板=1.81711.817第9跨 梁体积=0.35宽*0.8高*(8.075长-0.35起点扣减-0.375终点扣减)-(7.35长*0.175扣板宽*0.13板厚+7.35长*0.175扣板宽*0.14板厚)扣板=1.71111.711(2层)KL4(9): (-0.2/10)A第1跨 梁体积=0.3宽*1.25高*(7.704长-0.302起点扣减-0.302终点扣减)-(2.4581长*0.067扣板宽*0.14板厚+4.0502长*0.3扣板宽*0.13板厚)扣板=2.48212.482第2跨 梁体积=0.3宽*1.25高*(8.4长-0.

18、3起点扣减-0.3终点扣减)-7.8长*0.175扣板宽*0.13板厚扣板=2.74812.748第3跨 梁体积=0.3宽*1.25高*(8.4长-0.3起点扣减-0.3终点扣减)-7.7999长*0.175扣板宽*0.13板厚扣板=2.74812.748第4跨 梁体积=0.3宽*1.25高*(8.4长-0.3起点扣减-0.3终点扣减)-7.8长*0.175扣板宽*0.13板厚扣板=2.74812.748第5跨 梁体积=0.3宽*1.25高*(8.4长-0.3起点扣减-0.3终点扣减)-7.7999长*0.175扣板宽*0.13板厚扣板=2.74812.748第6跨 梁体积=0.3宽*1.25

19、高*(8.4长-0.3起点扣减-0.3终点扣减)-7.8长*0.175扣板宽*0.13板厚扣板=2.74812.748第7跨 梁体积=0.3宽*1.25高*(8.4长-0.3起点扣减-0.3终点扣减)-7.8001长*0.175扣板宽*0.13板厚扣板=2.74812.748第8跨 梁体积=0.3宽*1.25高*(8.4长-0.3起点扣减-0.3终点扣减)-7.8长*0.175扣板宽*0.13板厚扣板=2.74812.748第9跨 梁体积=0.3宽*1.25高*(7.7长-0.3起点扣减-0.3终点扣减)-7.1长*0.15扣板宽*0.14板厚扣板=2.51312.513(2层)KL5(3):

20、 A(-0.2/D)第1跨 梁体积=0.3宽*1.25高*(8长-0.3起点扣减-0.3终点扣减)-7.4长*0.077扣板宽*0.14板厚扣板=2.69512.695第2跨 梁体积=0.3宽*1.25高*(8.4长-0.3起点扣减-0.3终点扣减)-6.0001长*0.071扣板宽*0.14板厚扣板=2.86512.865第3跨 梁体积=0.3宽*1.25高*(8长-0.3起点扣减-0.3终点扣减)-7.3998长*0.05扣板宽*0.13板厚扣板=2.72712.727(2层)KL6(3): AD第1跨 梁体积=0.3宽*0.8高*(8.375长-0.375起点扣减-0.35终点扣减)-7

21、.65长*0.3梁宽*0.13板厚扣板=1.53811.538第2跨 梁体积=0.3宽*0.8高*(8.4长-0.35起点扣减-0.3终点扣减)-7.75长*0.3梁宽*0.13板厚扣板=1.55811.558第3跨 梁体积=0.3宽*0.8高*(8.375长-0.3起点扣减-0.375终点扣减)-7.6998长*0.3梁宽*0.13板厚扣板=1.54811.548(2层)KL7(3): (-0.3/A)(0.2/D) 、(-0.3/A)(0.2/D)第1跨 梁体积=0.3宽*0.8高*(8.45长-0.3起点扣减-0.325终点扣减)-7.825长*0.3梁宽*0.13板厚扣板=1.5732

22、3.146第2跨 梁体积=0.3宽*0.8高*(8.4长-0.325起点扣减-0.325终点扣减)-7.75长*0.3梁宽*0.13板厚扣板=1.55823.116第3跨 梁体积=0.3宽*0.8高*(8.45长-0.325起点扣减-0.3终点扣减)-7.6748长*0.3扣板宽*0.13板厚扣板=1.57923.158(2层)KL7(3): (-0.3/A)(0.2/D)第1跨 梁体积=0.3宽*0.8高*(8.425长-0.3起点扣减-0.325终点扣减)-7.8长*0.3梁宽*0.13板厚扣板=1.56811.568第2跨 梁体积=0.3宽*0.8高*(8.4长-0.325起点扣减-0.

23、325终点扣减)-7.75长*0.3梁宽*0.13板厚扣板=1.55811.558第3跨 梁体积=0.3宽*0.8高*(8.475长-0.325起点扣减-0.3终点扣减)-7.6998长*0.3扣板宽*0.13板厚扣板=1.58411.584(2层)KL7(3): (0.2/D)(-0.2/A) 、(0.2/D)(-0.2/A)第1跨 梁体积=0.3宽*0.8高*(8.45长-0.299起点扣减-0.326终点扣减)-7.675长*0.3扣板宽*0.13板厚扣板=1.57923.158第2跨 梁体积=0.3宽*0.8高*(8.4长-0.324起点扣减-0.325终点扣减)-7.7501长*0.

24、3梁宽*0.13板厚扣板=1.55823.116第3跨 梁体积=0.3宽*0.8高*(8.45长-0.325起点扣减-0.3终点扣减)-7.8251长*0.3梁宽*0.13板厚扣板=1.57323.146(2层)KL7(3): (0.2/D)(-0.2/A)第1跨 梁体积=0.3宽*0.8高*(8.025长-0.3起点扣减)-7.5748长*0.3扣板宽*0.13板厚扣板=1.55911.559第1跨 梁体积=0.3宽*0.8高*(0.45长)-0.125长*0.3梁宽*0.13板厚扣板=0.10310.103第2跨 梁体积=0.3宽*0.8高*(8.4长-0.325起点扣减-0.325终点扣

25、减)-7.75长*0.3梁宽*0.13板厚扣板=1.55811.558第3跨 梁体积=0.3宽*0.8高*(8.424长-0.326起点扣减-0.298终点扣减)-7.8006长*0.3梁宽*0.13板厚扣板=1.56811.568(2层)KL8(3): AD第1跨 梁体积=0.3宽*0.8高*(8.375长-0.375起点扣减-0.35终点扣减)-(7.65长*0.15扣板宽*0.14板厚+7.65长*0.15扣板宽*0.13板厚)扣板=1.52611.526第2跨 梁体积=0.3宽*0.8高*(8.4长-0.35起点扣减-0.375终点扣减)-7.675长*0.15扣板宽*0.13板厚*2

26、扣板=1.54311.543第3跨 梁体积=0.3宽*0.8高*(8.375长-0.375起点扣减-0.375终点扣减)-7.6248长*0.3梁宽*0.13板厚扣板=1.53311.533(2层)KL9(3): AD第1跨 梁体积=0.3宽*1.25高*(8长-0.3起点扣减-0.3终点扣减)-7.4长*0.15扣板宽*0.14板厚扣板=2.6212.62第2跨 梁体积=0.3宽*1.2高*(8.4长-0.3起点扣减-0.3终点扣减)-7.8长*0.163扣板宽*0.13板厚扣板=2.64312.643第3跨 梁体积=0.3宽*1.25高*(8.004长-0.303起点扣减-0.301终点扣

27、减)-7.4005长*0.3梁宽*0.13板厚扣板=2.48712.487(2层)L1(1): (3.5/1)(-2.8/D) 梁体积=0.2宽*0.4高*(3.35长-0.15终点扣减)-3.2长*0.2梁宽*0.13板厚扣板=0.17310.173(2层)L2(1): (3.5/1)(-0.6/2)(3.6/C) 梁体积=0.2宽*0.5高*(3.75长-0.15起点扣减+0.1终点增长)-3.7长*0.2梁宽*0.13板厚扣板=0.27410.274(2层)L4(1): (-3.6/10)(-2.8/D) 梁体积=0.2宽*0.4高*(3.432长-0.15起点扣减-0.15终点扣减)-

28、3.1316长*0.2梁宽*0.13板厚扣板=0.16910.169(2层)L5(1): (-3.6/10)(-4/D) 梁体积=0.2宽*0.5高*(4.35长-0.15起点扣减-0.15终点扣减)-4.05长*0.2梁宽*0.13板厚扣板=0.310.3(2层)L6(1): (1.9/9)(-3.6/10)(1.8/C) 梁体积=0.2宽*0.4高*(2.4长-0.1起点扣减-0.15终点扣减)-2.15长*0.2梁宽*0.13板厚扣板=0.11610.116(2层)L7(1): (-3.7/C) 梁体积=0.3宽*0.7高*(8.05长-0.15起点扣减-0.15终点扣减)-7.75长*

29、0.3梁宽*0.13板厚扣板=1.32511.325(2层)L8(3): (3.5/1)AD第1跨 梁体积=0.3宽*0.7高*(7.938长-0.237终点扣减)-(7.7长*0.15扣板宽*0.14板厚+7.7长*0.15扣板宽*0.13板厚)扣板=1.30511.305第2跨 梁体积=0.3宽*0.7高*(8.343长-0.237起点扣减-0.175终点扣减)-(7.9302长*0.15扣板宽*0.14板厚+7.9307长*0.15扣板宽*0.13板厚)扣板=1.34411.344第3跨 梁体积=0.3宽*0.7高*(8.27长-0.175起点扣减-0.15终点扣减)-7.9446长*0

30、.3梁宽*0.13板厚扣板=1.35911.359(2层)L9(1): (-0.6/2)C(3.6/C) 梁体积=0.2宽*0.4高*(3.714长-0.175起点扣减-0.1终点扣减)-3.4389长*0.2梁宽*0.13板厚扣板=0.18610.186(2层)L10(2): (1.9/9)(-4/D)(-3.7/C)第1跨 梁体积=0.2宽*0.4高*(4.275长-0.1起点扣减-0.175终点扣减)-4长*0.2梁宽*0.13板厚扣板=0.21610.216第2跨 梁体积=0.2宽*0.4高*(3.575长-0.175起点扣减-0.15终点扣减)-3.25长*0.2梁宽*0.13板厚扣

31、板=0.17610.176(2层)L11(1): (-3.6/10)CD 梁体积=0.3宽*0.8高*(8.225长-0.175起点扣减-0.15终点扣减)-7.9长*0.3梁宽*0.13板厚扣板=1.58811.588(2层)L14(3): (4.2/2)AD第1跨 梁体积=0.3宽*0.7高*(8.35长-0.15起点扣减-0.175终点扣减)-8.025长*0.3梁宽*0.13板厚扣板=1.37211.372第2跨 梁体积=0.3宽*0.7高*(8.293长-0.175起点扣减-0.175终点扣减)-7.9434长*0.3梁宽*0.13板厚扣板=1.35811.358第3跨 梁体积=0.

32、3宽*0.7高*(8.457长-0.175起点扣减-0.15终点扣减)-7.9312长*0.3扣板宽*0.13板厚扣板=1.39811.398(2层)L14(3): (4.2/3)AD第1跨 梁体积=0.3宽*0.7高*(8.288长-0.15起点扣减-0.237终点扣减)-7.9长*0.3梁宽*0.13板厚扣板=1.35111.351第2跨 梁体积=0.3宽*0.7高*(8.369长-0.237起点扣减-0.175终点扣减)-7.9563长*0.3梁宽*0.13板厚扣板=1.36111.361第3跨 梁体积=0.3宽*0.7高*(8.444长-0.175起点扣减-0.15终点扣减)-7.91

33、84长*0.3扣板宽*0.13板厚扣板=1.39611.396(2层)L14(3): (-4.2/5)AD第1跨 梁体积=0.3宽*0.7高*(8.288长-0.15起点扣减-0.237终点扣减)-7.9长*0.3梁宽*0.13板厚扣板=1.35111.351第2跨 梁体积=0.3宽*0.7高*(8.382长-0.237起点扣减-0.175终点扣减)-7.9691长*0.3梁宽*0.13板厚扣板=1.36311.363第3跨 梁体积=0.3宽*0.7高*(8.431长-0.175起点扣减-0.15终点扣减)-7.9055长*0.3扣板宽*0.13板厚扣板=1.39411.394(2层)L14(

34、3): (4.2/6)AD 、(4.2/7)AD 、(4.2/8)AD 、(4.2/5)AD第1跨 梁体积=0.3宽*0.7高*(8.35长-0.15起点扣减-0.175终点扣减)-8.025长*0.3梁宽*0.13板厚扣板=1.37245.488第2跨 梁体积=0.3宽*0.7高*(8.4长-0.175起点扣减-0.175终点扣减)-8.05长*0.3梁宽*0.13板厚扣板=1.37745.508第3跨 梁体积=0.3宽*0.7高*(8.35长-0.175起点扣减-0.15终点扣减)-7.8248长*0.3扣板宽*0.13板厚扣板=1.3845.52(2层)L15(1): (-3.9/10)

35、AB 梁体积=0.3宽*0.7高*(8长-0.175终点扣减)-7.825长*0.3梁宽*0.14板厚扣板=1.31511.315(2层)L16(1): (3.1/D) 梁体积=0.2宽*0.6高*(7.8长+0.15起点增长-0.15终点扣减)=0.93610.936(2层)L16(1): (3.1/D) 梁体积=0.2宽*0.6高*(8.1长+0.15起点增长-0.15终点扣减)=0.97210.972(2层)XL1: (-0.4/D)(3.1/D) 梁体积=0.3宽*0.6高*(3.5长-0.5起点扣减-0.1终点扣减)=0.52210.522(2层)XL1: D(3.1/D) 、D(3

36、.1/D) 梁体积=0.3宽*0.6高*(3.05长-0.5起点扣减+0.1终点增长)=0.47720.954(2层)XL1: D(3.1/D) 梁体积=0.3宽*0.6高*(3.05长-0.5起点扣减-0.1终点扣减)=0.44110.4414010405001011有梁板(中砂) C30 板部分246.123(2层)B1降50: B1降50_No1:BC 板体积=(67.423面积)*0.13板厚=8.76518.765(2层)B3: B3_No1:(3.5/1)()C 板体积=(57.682面积)*0.14板厚=8.07518.075(2层)B3: B3_No2:AB 板体积=(63.9

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

38、2.8965011203002011现浇混凝土柱模板使用费 矩形柱413.61(2层)KZ1: 1,-0.2/D 柱模板面积扣梁、墙=2*(0.6截面宽+0.6截面高)*4.5柱高-0.93扣梁=9.8719.87(2层)KZ1A: -0.2/10,-0.2/D 柱模板面积扣梁、墙=2*(0.6截面宽+0.6截面高)*4.5柱高-0.75扣梁=10.05110.05(2层)KZ2: 2,D 柱模板面积扣梁、墙=2*(0.6截面宽+0.75截面高)*4.5柱高-1.17扣梁=10.98110.98(2层)KZ2C: 9,D 柱模板面积扣梁、墙=2*(0.6截面宽+0.75截面高)*4.5柱高-1

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

40、-0.2/10,A 柱模板面积扣梁、墙=2*(0.6截面宽+0.6截面高)*4.5柱高-0.75扣梁=10.05220.1(2层)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 柱模板面积扣梁、墙=2*(0.6截面宽+0.6截面高)*4.5柱高-0.99扣梁=9.8111107.91(2层)KZ5: 2,A 、9,A 柱模板面积扣梁、墙=2*(0.6截面宽+0.75截面高)*4.5柱高-0.99扣梁=11.16222.32(2

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

42、21991.89(2层)KZ7: 3,B 、5,B 柱模板面积扣梁、墙=2*(0.6截面宽+0.65截面高)*4.5柱高-1.14扣梁=10.11220.22(2层)KZ7: 4,B 柱模板面积扣梁、墙=2*(0.6截面宽+0.65截面高)*4.5柱高-1.24扣梁=10.01110.01(2层)KZ8: 2,B 柱模板面积扣梁、墙=2*(0.7截面宽+0.7截面高)*4.5柱高-1.14扣梁=11.46111.46(2层)KZ8: 9,B 柱模板面积扣梁、墙=2*(0.7截面宽+0.7截面高)*4.5柱高-1.04扣梁=11.56111.566011203003001现浇混凝土梁模板使用费1

43、411.518(2层)KL1(9): (-0.2/10)D第1跨 梁模板面积=0.3宽*7.1净长+(7.1左侧净长+7.1右侧净长)*1.25高-0.21扣梁=19.67119.67第2跨 梁模板面积=0.3宽*7.8净长+(7.8左侧净长+7.8右侧净长)*1.25高-0.21扣梁=21.63121.63第3跨 梁模板面积=0.3宽*7.8净长+(7.8左侧净长+7.8右侧净长)*1.25高-0.21扣梁=21.63121.63第4跨 梁模板面积=0.3宽*7.8净长+(7.8左侧净长+7.8右侧净长)*1.25高-0.21扣梁=21.63121.63第5跨 梁模板面积=0.3宽*7.8净

44、长+(7.8左侧净长+7.8右侧净长)*1.25?遌-0.21扣梁=21.63121.63第6跨 梁模板面积=0.3宽*7.8净长+(7.8左侧净长+7.8右侧净长)*1.25高-0.21扣梁=21.63121.63第7跨 梁模板面积=0.3宽*7.8净长+(7.8左侧净长+7.8右侧净长)*1.25高-0.21扣梁=21.63121.63第8跨 梁模板面积=0.3宽*7.8净长+(7.8左侧净长+7.8右侧净长)*1.25高-0.21扣梁-(7.8长*0.12板厚)=20.694120.694第9跨 梁模板面积=0.3宽*7.1净长+(7.1左侧净长+7.1右侧净长)*1.25高=19.88

45、119.88(2层)KL2(9): C第1跨 梁模板面积=0.35宽*7.4净长+(7.4左侧净长+7.4右侧净长)*0.8高-0.5扣梁-(3.35长*0.14板厚+7.4长*0.13板厚+4.05长*0.13板厚)=11.973111.973第2跨 梁模板面积=0.35宽*7.8净长+(7.8左侧净长+7.8右侧净长)*0.8高-0.42扣梁-(7.8长*0.13板厚*2)=12.762112.762第3跨 梁模板面积=0.35宽*7.8净长+(7.8左侧净长+7.8右侧净长)*0.8高-0.42扣梁-(7.8长*0.13板厚*2)=12.762112.762第4跨 梁模板面积=0.35宽

46、*7.8净长+(7.8左侧净长+7.8右侧净长)*0.8高-0.42扣梁-(7.8长*0.13板厚*2)=12.762112.762第5跨 梁模板面积=0.35宽*7.8净长+(7.8左侧净长+7.8右侧净长)*0.8高-0.42扣梁-(7.8长*0.13板厚*2)=12.762112.762第6跨 梁模板面积=0.35宽*7.8净长+(7.8左侧净长+7.8右侧净长)*0.8高-0.42扣梁-(7.8长*0.13板厚*2)=12.762112.762第7跨 梁模板面积=0.35宽*7.8净长+(7.8左侧净长+7.8右侧净长)*0.8高-0.42扣梁-(7.8长*0.13板厚*2)=12.7

47、62112.762第8跨梁模板面积=0.35宽*7.725净长+(7.725左侧净长+7.725右侧净长)*0.8高-0.42扣梁-(7.725长*0.13板厚*2)=12.635112.635第9跨梁模板面积=0.35宽*7.325净长+(7.325左侧净长+7.325右侧净长)*0.8高-0.4扣梁-(7.325长*0.13板厚*2)=11.979111.979(2层)KL3(9): B第1跨梁模板面积=0.475宽*7.35净长+(7.35左侧净长+7.35右侧净长)*0.8高-0.42扣梁-(3.35长*0.14板厚+4长*0.13板厚)=13.842113.842第2跨 梁模板面积=

48、0.35宽*7.75净长+(7.75左侧净长+7.75右侧净长)*0.8高-0.42扣梁-(2*7.75长*0.13板厚)=12.677112.677第3跨 梁模板面积=0.475宽*7.8净长+(7.8左侧净长+7.8右侧净长)*0.8高-0.42扣梁-(2*7.7999长*0.13板厚)=13.737113.737第4跨 梁模板面积=0.475宽*7.8净长+(7.8左侧净长+7.8右侧净长)*0.8高-0.42扣梁-(2*7.8长*0.13板厚)=13.737113.737第5跨 梁模板面积=0.35宽*7.8净长+(7.8左侧净长+7.8右侧净长)*0.8高-0.42扣梁-(2*7.7

49、999长*0.13板厚)=12.762112.762第6跨 梁模板面积=0.35宽*7.8净长+(7.8左侧净长+7.8右侧净长)*0.8高-0.42扣梁-(2*7.8长*0.13板厚)=12.762112.762第7跨 梁模板面积=0.35宽*7.8净长+(7.8左侧净长+7.8右侧净长)*0.8高-0.42扣梁-(2*7.8001长*0.13板厚)=12.762112.762第8跨梁模板面积=0.35宽*7.75净长+(7.75左侧净长+7.75右侧净长)*0.8高-0.42扣梁-(2*7.75长*0.13板厚)=12.678112.678第9跨梁模板面积=0.35宽*7.35净长+(7.

50、35左侧净长+7.35右侧净长)*0.8高-0.21扣梁-(7.35长*0.13板厚+7.35长*0.14板厚)=12.138112.138(2层)KL4(9): (-0.2/10)A第1跨 梁模板面积=0.3宽*7.1净长+(7.1左侧净长+7.1右侧净长)*1.25高-(2.458长*0.14板厚+4.05长*0.13板厚)=19.011119.011第2跨 梁模板面积=0.3宽*7.8净长+(7.8左侧净长+7.8右侧净长)*1.25高-0.21扣梁-(7.8长*0.13板厚)=20.616120.616第3跨 梁模板面积=0.3宽*7.8净长+(7.8左侧净长+7.8右侧净长)*1.2

51、5高-0.21扣梁-(7.8长*0.13板厚)=20.616120.616第4跨 梁模板面积=0.3宽*7.8净长+(7.8左侧净长+7.8右侧净长)*1.25高-0.21扣梁-(7.8长*0.13板厚)=20.616120.616第5跨 梁模板面积=0.3宽*7.8净长+(7.8左侧净长+7.8右侧净长)*1.25高-0.21扣梁-(7.8长*0.13板厚)=20.616120.616第6跨 梁模板面积=0.3宽*7.8净长+(7.8左侧净长+7.8右侧净长)*1.25高-0.21扣梁-(7.8长*0.13板厚)=20.616120.616第7跨 梁模板面积=0.3宽*7.8净长+(7.8左

52、侧净长+7.8右侧净长)*1.25高-0.21扣梁-(7.8长*0.13板厚)=20.616120.616第8跨 梁模板面积=0.3宽*7.8净长+(7.8左侧净长+7.8右侧净长)*1.25高-0.21扣梁-(7.8长*0.13板厚)=20.616120.616第9跨 梁模板面积=0.3宽*7.1净长+(7.1左侧净长+7.1右侧净长)*1.25高-(7.1长*0.14板厚)=18.886118.886(2层)KL5(3): A(-0.2/D)第1跨 梁模板面积=0.3宽*7.4净长+(7.4左侧净长+7.4右侧净长)*1.25高-(7.4长*0.14板厚)=19.684119.684第2跨

53、 梁模板面积=0.3宽*7.8净长+(7.8左侧净长+7.8右侧净长)*1.25高-(6长*0.14板厚)=21121第3跨 梁模板面积=0.3宽*7.4净长+(7.4左侧净长+7.4右侧净长)*1.25高-(7.4长*0.13板厚)=19.757119.757(2层)KL6(3): AD第1跨 梁模板面积=0.3宽*7.65净长+(7.65左侧净长+7.65右侧净长)*0.8高-(2*7.65长*0.13板厚)=12.546112.546第2跨 梁模板面积=0.3宽*7.75净长+(7.75左侧净长+7.75右侧净长)*0.8高-(2*7.75长*0.13板厚)=12.71112.71第3跨

54、 梁模板面积=0.3宽*7.7净长+(7.7左侧净长+7.7右侧净长)*0.8高-(2*7.6998长*0.13板厚)=12.628112.628(2层)KL7(3): (-0.3/A)(0.2/D) 、(-0.3/A)(0.2/D)第1跨梁模板面积=0.3宽*7.825净长+(7.825左侧净长+7.825右侧净长)*0.8高-(2*7.825长*0.13板厚)=12.833225.666第2跨 梁模板面积=0.3宽*7.75净长+(7.75左侧净长+7.75右侧净长)*0.8高-(2*7.75长*0.13板厚)=12.71225.42第3跨梁模板面积=0.3宽*7.825净长+(7.825

55、左侧净长+7.825右侧净长)*0.8高-(7.675长*0.13板厚)=13.869227.738(2层)KL7(3): (-0.3/A)(0.2/D)第1跨 梁模板面积=0.3宽*7.8净长+(7.8左侧净长+7.8右侧净长)*0.8高-(2*7.8长*0.13板厚)=12.792112.792第2跨 梁模板面积=0.3宽*7.75净长+(7.75左侧净长+7.75右侧净长)*0.8高-(2*7.75长*0.13板厚)=12.71112.71第3跨 梁模板面积=0.3宽*7.85净长+(7.85左侧净长+7.85右侧净长)*0.8高-(7.7长*0.13板厚)=13.914113.914(

56、2层)KL7(3): (0.2/D)(-0.2/A) 、(0.2/D)(-0.2/A)第1跨梁模板面积=0.3宽*7.825净长+(7.825左侧净长+7.825右侧净长)*0.8高-(7.675长*0.13板厚)=13.87227.74第2跨 梁模板面积=0.3宽*7.75净长+(7.75左侧净长+7.75右侧净长)*0.8高-(2*7.7501长*0.13板厚)=12.71225.42第3跨梁模板面积=0.3宽*7.825净长+(7.825左侧净长+7.825右侧净长)*0.8高-(2*7.8251长*0.13板厚)=12.833225.666(2层)KL7(3): (0.2/D)(-0.

57、2/A)第1跨梁模板面积=0.3宽*7.725净长+(7.725左侧净长+7.725右侧净长)*0.8高-(7.575长*0.13板厚)=13.692113.692第1跨梁模板面积=0.3宽*0.45净长+(0.125左侧净长+0.125右侧净长)*0.8高-(2*0.125长*0.13板厚)=0.30210.302第2跨 梁模板面积=0.3宽*7.75净长+(7.75左侧净长+7.75右侧净长)*0.8高-(2*7.75长*0.13板厚)=12.71112.71第3跨梁模板面积=0.3宽*7.801净长+(7.801左侧净长+7.801右侧净长)*0.8高-(2*7.8006长*0.13板厚

58、)=12.793112.793(2层)KL8(3): AD第1跨 梁模板面积=0.3宽*7.65净长+(7.65左侧净长+7.65右侧净长)*0.8高-(7.65长*0.14板厚+7.65长*0.13板厚)=12.47112.47第2跨梁模板面积=0.3宽*7.675净长+(7.675左侧净长+7.675右侧净长)*0.8高-0.21扣梁-(7.675长*0.13板厚*2)=12.377112.377第3跨梁模板面积=0.3宽*7.625净长+(7.625左侧净长+7.625右侧净长)*0.8高-0.1扣梁-(2*7.6248长*0.13板厚)=12.405112.405(2层)KL9(3):

59、 AD第1跨 梁模板面积=0.3宽*7.4净长+(7.4左侧净长+7.4右侧净长)*1.25高-(7.4长*0.14板厚)=19.684119.684第2跨 梁模板面积=0.3宽*7.8净长+(7.8左侧净长+7.8右侧净长)*1.2高-0.21扣梁-(7.8长*0.13板厚)=19.836119.836第3跨 梁模板面积=0.3宽*7.401净长+(7.4左侧净长+7.4右侧净长)*1.25高-0.08扣梁-(2*7.4005长*0.13板厚)=18.717118.717(2层)L1(1): (3.5/1)(-2.8/D) 梁模板面积=0.2宽*3.2净长+(3.2左侧净长+3.2右侧净长)

60、*0.4高-(2*3.2长*0.13板厚)=2.36812.368(2层)L2(1): (3.5/1)(-0.6/2)(3.6/C) 梁模板面积=0.2宽*3.7净长+(3.7左侧净长+3.7右侧净长)*0.5高-(2*3.7长*0.13板厚)=3.47813.478(2层)L4(1): (-3.6/10)(-2.8/D) 梁模板面积=0.2宽*3.132净长+(3.13左侧净长+3.133右侧净长)*0.4高-(2*3.1316长*0.13板厚)=2.31712.317(2层)L5(1): (-3.6/10)(-4/D) 梁模板面积=0.2宽*4.05净长+(4.05左侧净长+4.05右侧净