层清单计算式汇总 (4).xls

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1010302001001实心砖墙（外墙）水泥砂浆(细砂)M10(4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*0.13板厚)扣板-7.1*0.2*0.12*8扣配筋带=4.921(4层)空心砖:A 墙体积=(8.4轴线长-(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=5.3691(4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=5.4182(4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=5.4182(4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=5.4181(4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=5.3691(4层)空心砖:(-0.2/10)A、(-0.2/10)D、D 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=3.2523(4层)空心砖:AB、(-0.2/D)C、BA 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=3.3893(4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=3.651(4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=5.0471(4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=5.5751(4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=5.6285(4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=5.5751(4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=5.51812010402001011矩形柱(中砂)C30(4层)KZ1:1,-0.2/D 柱体积=0.6截面宽*0.6截面高*4.5柱高=1.621(4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=1.621(4层)KZ2:2,D 柱体积=0.6截面宽*0.75截面高*4.5柱高=2.0251(4层)KZ2C:9,D 柱体积=0.6截面宽*0.75截面高*4.5柱高=2.0251(4层)KZ2A:1,C 柱体积=0.6截面宽*0.75截面高*4.5柱高=2.0251(4层)KZ2B:10,C 柱体积=0.6截面宽*0.75截面高*4.5柱高=2.0251(4层)KZ3A:9,C 柱体积=0.75截面宽*0.75截面高*4.5柱高=2.5311(4层)KZ3:2,C 柱体积=0.6截面宽*0.6截面高*4.5柱高=1.621(4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=1.622(4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 柱体积=0.6截面宽*0.6截面高*4.5柱高=1.6211(4层)KZ5:2,A、9,A 柱体积=0.6截面宽*0.75截面高*4.5柱高=2.0252(4层)KZ5A:8,0.2/D 柱体积=0.6截面宽*0.6截面高*4.5柱高=1.621(4层)KZ6:1,B 柱体积=0.6截面宽*0.75截面高*4.5柱高=2.0251(4层)KZ6:10,B 柱体积=0.6截面宽*0.75截面高*4.5柱高=2.0251(4层)KZ7:3,C、4,C、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=1.7559(4层)KZ7:3,B、5,B 柱体积=0.6截面宽*0.65截面高*4.5柱高=1.7552(4层)KZ7:4,B 柱体积=0.6截面宽*0.65截面高*4.5柱高=1.7551(4层)KZ8:2,B 柱体积=0.7截面宽*0.7截面高*4.5柱高=2.2051(4层)KZ8:9,B 柱体积=0.7截面宽*0.7截面高*4.5柱高=2.20513010405001001有梁板(3.6M以内)(4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)=2.6631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)=2.9251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)=2.9251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)=2.9251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)=2.9251第6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)=2.9251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)=2.9251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=2.8081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)=2.6621(4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*0.14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=1.7471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=1.8741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=1.8741第4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*0.169扣板宽*0.13板厚+7.8长*0.136扣板宽*0.13板厚)扣板=1.8741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=1.8741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=1.8741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*0.25扣板宽*0.13板厚+7.8001长*0.055扣板宽*0.13板厚)扣板=1.8741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=1.8561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=1.6821(4层)KL3(9):B第1跨 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=2.3231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=1.8171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=2.4821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)-7.8长*0.475梁宽*0.13板厚扣板=2.4821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=1.8291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=1.8291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=1.8291第8跨 梁体积=0.35宽*0.8高*(8.4长-0.3起点扣减-0.35终点扣减)-7.75长*0.35梁宽*0.13板厚扣板=1.8171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=1.7111(4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=2.4821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)-7.8长*0.175扣板宽*0.13板厚扣板=2.7481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=2.7481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=2.7481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=2.7481第6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=2.7481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=2.7481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=2.7481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=2.5131(4层)KL5(3):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=2.6951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=2.8651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=2.7271(4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)-7.65长*0.3梁宽*0.13板厚扣板=1.5381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=1.5581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=1.5481(4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=1.5582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=1.5792(4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=1.5681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=1.5581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=1.5841(4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=1.5792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*0.3梁宽*0.13板厚扣板=1.5582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=1.5732(4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=1.5591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=0.1031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=1.5581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=1.5681(4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=1.5261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扣板=1.5431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=1.5331(4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=2.621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=2.6431第3跨 梁体积=0.3宽*1.25高*(8.004长-0.303起点扣减-0.301终点扣减)-7.4005长*0.3梁宽*0.13板厚扣板=2.4871(4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=0.1731(4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=0.2741(4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)-3.1316长*0.2梁宽*0.13板厚扣板=0.1691(4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=0.31(4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=0.1161(4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*0.3梁宽*0.13板厚扣板=1.3251(4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=1.3051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=1.3441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*0.3梁宽*0.13板厚扣板=1.3591(4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=0.1861(4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=0.2161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板厚扣板=0.1761(4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=1.5881(4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=1.3721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=1.3581第3跨 梁体积=0.3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=1.3981(4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=1.3511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=1.3611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)-7.9184长*0.3扣板宽*0.13板厚扣板=1.3961(4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=1.3511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=1.3631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=1.3941(4层)L14(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=1.3724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=1.3774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=1.384(4层)L15(1):(-3.9/10)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=1.3151(4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)=0.9361(4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)=0.9721(4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)=0.5221(4层)XL1:D(3.1/D)、D(3.1/D)梁体积=0.3宽*0.6高*(3.05长-0.5起点扣减+0.1终点增长)=0.4772(4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)=0.44114010405001011有梁板(中砂)C30 板部分(4层)B1降50:B1降50_No1:BC 板体积=(67.423面积)*0.13板厚=8.7651(4层)B3:B3_No1:(3.5/1)()C 板体积=(57.682面积)*0.14板厚=8.0751(4层)B3:B3_No2:AB 板体积=(63.977面积)*0.14板厚=8.9571(4层)B2:B2_No1:CD 板体积=(8.075*74.625面积-0.3379扣柱)*0.13板厚=78.2921(4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=136.3651(4层)B120:B120_No1:D(3.1/D)板体积=(2.925*7.9面积)*0.12板厚=2.7731(4层)B120:B120_No2:D(3.1/D)板体积=(2.925*8.25面积)*0.12板厚=2.89615011203002011现浇混凝土柱模板使用费 矩形柱(4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=9.871(4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=10.051(4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=10.981(4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-1.17扣梁=10.981(4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=11.121(4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=11.1351(4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=12.461(4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=9.761(4层)KZ4:1,A、-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=10.052(4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=9.8111(4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=11.162(4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=9.631(4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=11.021(4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=11.1351(4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=10.219(4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=10.112(4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=10.011(4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=11.461(4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=11.5616011203003001现浇混凝土梁模板使用费(4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=19.671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=21.631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=21.631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=21.631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?遌-0.21扣梁=21.631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=21.631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=21.631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)=20.6941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=19.881(4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)=11.9731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)=12.7621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)=12.7621第4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)=12.7621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)=12.7621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)=12.7621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)=12.7621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)=12.6351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)=11.9791(4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)=13.8421第2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)=12.6771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)=13.7371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)=13.7371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*7.7999长*0.13板厚)=12.7621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)=12.7621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)=12.7621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)=12.6781第9跨 梁模板面积=0.35宽*7.35净长+(7.35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)=12.1381(4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)=19.0111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)=20.6161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-(7.8长*0.13板厚)=20.6161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)=20.6161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)=20.6161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)=20.6161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-(7.8长*0.13板厚)=20.6161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)=20.6161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)=18.8861(4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)=19.6841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-(6长*0.14板厚)=211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)=19.7571(4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)=12.5461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)=12.711第3跨 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)=12.6281(4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)=12.8332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)=12.712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-(7