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定定额额编编码码计计算算表表达达式式件件1TB0010现浇砼模板安装、拆除 矩形柱m2(5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=9.871KZ1A:-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=10.051KZ2:2,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=10.981KZ2C:9,D 柱模板面积扣梁、墙=2*(0.6截面宽+0.75截
2、面高)*4.5柱高-1.17扣梁=10.981KZ2A: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=11.121KZ2B: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=11.1351KZ3A: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=12.461KZ3:2,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=9.761KZ4:1,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.
3、5柱高-0.75扣梁=10.052KZ5:3,0.2/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=9.8111KZ5:2,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=11.162KZ5A: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=9.631KZ6:1,B 柱模板面积扣梁、墙=2
4、*(0.6截面宽+0.75截面高)*4.5柱高-1.13扣梁=11.021KZ6:10,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=11.1351KZ7:3,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=10.219KZ7:3,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=10.112KZ7:4,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
5、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=11.461KZ8:9,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=11.5612TB0014现浇砼模板安装、拆除 矩形梁m2(5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=19.671KL1(9):(-0.2/10)D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=21.631KL1(9):(-0.2/
6、10)D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=21.631KL1(9):(-0.2/10)D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=21.631KL1(9):(-0.2/10)D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=21.631KL1(9):(-0.2/10)D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=21.631KL1(9):(-0.2/
7、10)D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=21.631KL1(9):(-0.2/10)D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)=20.6941KL1(9):(-0.2/10)D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=19.881KL2(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*0.1
8、3板厚+4.05长*0.13板厚)=11.9731KL2(9):C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)=12.7621KL2(9):C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)=12.7621KL2(9):C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)=12.7621KL2(9):C第5跨 梁模板面积=0.35宽*7.
9、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)=12.7621KL2(9):C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)=12.7621KL2(9):C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)=12.7621KL2(9):C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
10、板厚*2)=12.6351KL2(9):C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)=11.9791KL3(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)=13.8421KL3(9):B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)=12.6771KL3(9):B第3跨 梁模板
11、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)=13.7371KL3(9):B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)=13.7371KL3(9):B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)=12.7621KL3(9):B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
12、梁-(2*7.8长*0.13板厚)=12.7621KL3(9):B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)=12.7621KL3(9):B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)=12.6781KL3(9):B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)=12.1381KL4(
13、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)=19.0111KL4(9):(-0.2/10)A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)=20.6161KL4(9):(-0.2/10)A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)=20.6161KL4(9):(-0.2/10)A第4跨 梁模板面积
14、=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)=20.6161KL4(9):(-0.2/10)A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)=20.6161KL4(9):(-0.2/10)A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)=20.6161KL4(9):(-0.2/10)A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)*
15、1.25高-0.21扣梁-(7.8长*0.13板厚)=20.6161KL4(9):(-0.2/10)A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)=20.6161KL4(9):(-0.2/10)A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)=18.8861KL5(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)=19.6841KL5(3):A(-0
16、.2/D)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)=211KL5(3):A(-0.2/D)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)=19.7571KL6(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)=12.5461KL6(3):AD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)=1
17、2.711KL6(3):AD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)=12.6281KL7(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)=12.8332KL7(3):(-0.3/A)(0.2/D)、(-0.3/A)(0.2/D)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.
18、712KL7(3):(-0.3/A)(0.2/D)、(-0.3/A)(0.2/D)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-(7.675长*0.13板厚)=13.8692KL7(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)=12.7921KL7(3):(-0.3/A)(0.2/D)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)=12.711KL7(3):
19、(-0.3/A)(0.2/D)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)=13.9141KL7(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)=13.872KL7(3):(0.2/D)(-0.2/A)、(0.2/D)(-0.2/A)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)=12.712
20、KL7(3):(0.2/D)(-0.2/A)、(0.2/D)(-0.2/A)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)=12.8332KL7(3):(0.2/D)(-0.2/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)=13.6921KL7(3):(0.2/D)(-0.2/A)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)=0.30
21、21KL7(3):(0.2/D)(-0.2/A)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)=12.711KL7(3):(0.2/D)(-0.2/A)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)=12.7931KL8(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)=12.471KL8(3):AD第2跨梁模板面积=0.3
22、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)=12.3771KL8(3):AD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)=12.4051KL9(3):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)=19.6841KL9(3):AD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*
23、0.13板厚)=19.8361KL9(3):AD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)=18.7171L1(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)*0.4高-(2*3.2长*0.13板厚)=2.3681L2(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)=3.4781L4(1):(-3.6/10)(-2.8/D)梁
24、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)=2.3171L5(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右侧净长)*0.5高-0.08扣梁-(2*4.05长*0.13板厚)=3.7271L6(1):(1.9/9)(-3.6/10)(1.8/C)梁模板面积=0.2宽*2.15净长+(2.15左侧净长+2.15右侧净长)*0.4高-(2*2.15长*0.13板厚)=1.5911L7(1):(-3.7/C)梁模板面积=0.3宽*7.75净长+(7.75左侧净长+
25、7.75右侧净长)*0.7高-0.08扣梁-(2*7.75长*0.13板厚)=11.081L8(3):(3.5/1)AD第1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)*0.7高-(7.7长*0.14板厚+7.7长*0.13板厚)=11.0111L8(3):(3.5/1)AD第2跨 梁模板面积=0.3宽*7.93净长+(7.93左侧净长+7.931右侧净长)*0.7高-(7.93长*0.14板厚+7.931长*0.13板厚)=11.3411L8(3):(3.5/1)AD第3跨梁模板面积=0.3宽*7.945净长+(7.945左侧净长+7.944右侧净长)*0.7高-
26、(2*7.9446长*0.13板厚)=11.441L9(1):(-0.6/2)C(3.6/C)梁模板面积=0.2宽*3.439净长+(3.439左侧净长+3.439右侧净长)*0.4高-(2*3.4389长*0.13板厚)=2.5451L10(2):(1.9/9)(-4/D)(-3.7/C)第1跨 梁模板面积=0.2宽*4净长+(4左侧净长+4右侧净长)*0.4高-(2*4长*0.13板厚)=2.961L10(2):(1.9/9)(-4/D)(-3.7/C)第2跨梁模板面积=0.2宽*3.25净长+(3.25左侧净长+3.25右侧净长)*0.4高-(2*3.25长*0.13板厚)=2.4051
27、L11(1):(-3.6/10)CD 梁模板面积=0.3宽*7.9净长+(7.9左侧净长+7.9右侧净长)*0.8高-(2*7.9长*0.13板厚)=12.9561L14(3):(4.2/2)AD第1跨梁模板面积=0.3宽*8.025净长+(8.025左侧净长+8.025右侧净长)*0.7高-(2*8.025长*0.13板厚)=11.5561L14(3):(4.2/2)AD第2跨梁模板面积=0.3宽*7.943净长+(7.943左侧净长+7.944右侧净长)*0.7高-(2*7.9434长*0.13板厚)=11.4391L14(3):(4.2/2)AD第3跨梁模板面积=0.3宽*8.132净长
28、+(8.132左侧净长+8.131右侧净长)*0.7高-(7.931长*0.13板厚)=12.7931L14(3):(4.2/3)AD第1跨 梁模板面积=0.3宽*7.9净长+(7.9左侧净长+7.9右侧净长)*0.7高-(2*7.9长*0.13板厚)=11.3761L14(3):(4.2/3)AD第2跨梁模板面积=0.3宽*7.956净长+(7.956左侧净长+7.956右侧净长)*0.7高-(2*7.9563长*0.13板厚)=11.4571L14(3):(4.2/3)AD第3跨梁模板面积=0.3宽*8.119净长+(8.119左侧净长+8.119右侧净长)*0.7高-(7.918长*0.
29、13板厚)=12.7731L14(3):(-4.2/5)AD第1跨 梁模板面积=0.3宽*7.9净长+(7.9左侧净长+7.9右侧净长)*0.7高-(2*7.9长*0.13板厚)=11.3761L14(3):(-4.2/5)AD第2跨梁模板面积=0.3宽*7.969净长+(7.969左侧净长+7.969右侧净长)*0.7高-(2*7.9691长*0.13板厚)=11.4751L14(3):(-4.2/5)AD第3跨梁模板面积=0.3宽*8.106净长+(8.106左侧净长+8.106右侧净长)*0.7高-(7.906长*0.13板厚)=12.7521L14(3):(4.2/6)AD、(4.2/
30、7)AD、(4.2/8)AD、(4.2/5)AD第1跨梁模板面积=0.3宽*8.025净长+(8.025左侧净长+8.025右侧净长)*0.7高-(2*8.025长*0.13板厚)=11.5564L14(3):(4.2/6)AD、(4.2/7)AD、(4.2/8)AD、(4.2/5)AD第2跨梁模板面积=0.3宽*8.05净长+(8.05左侧净长+8.05右侧净长)*0.7高-(2*8.05长*0.13板厚)=11.5924L14(3):(4.2/6)AD、(4.2/7)AD、(4.2/8)AD、(4.2/5)AD第3跨梁模板面积=0.3宽*8.025净长+(8.025左侧净长+8.025右侧
31、净长)*0.7高-(7.825长*0.13板厚)=12.6254L15(1):(-3.9/10)AB 梁模板面积=0.3宽*7.825净长+(7.825左侧净长+7.825右侧净长)*0.7?遌-(2*7.825长*0.14板厚)=11.1111L16(1):(3.1/D)梁模板面积=0.2宽*7.8净长+(7.8左侧净长+7.8右侧净长)*0.6高=10.921L16(1):(3.1/D)梁模板面积=0.2宽*8.1净长+(8.1左侧净长+8.1右侧净长)*0.6高=11.341XL1:(-0.4/D)(3.1/D)梁模板面积=0.3宽*2.9净长+(2.9左侧净长+2.9右侧净长)*0.6
32、高=4.351XL1:D(3.1/D)、D(3.1/D)梁模板面积=0.3宽*2.65净长+(2.65左侧净长+2.65右侧净长)*0.6高=3.9752XL1:D(3.1/D)梁模板面积=0.3宽*2.45净长+(2.45左侧净长+2.45右侧净长)*0.6高=3.67513TB0026现浇砼模板安装、拆除 有梁板 竹胶合板m2(5层)B1降50:B1降50_No1:BC 模板面积=(67.423面积-(0.1399+0.085+0.1051+0.1224)扣柱)-(7.35梁长*0.175扣梁宽+3.25梁长*0.2梁宽+7.75梁长*0.3梁宽+7.675梁长*0.15扣梁宽+7.325
33、梁长*0.213扣梁宽+7.8梁长*0.163扣梁宽)扣梁=58.7331B3:B3_No1:(3.5/1)()C 模板面积=(57.682面积-(0.1019+0.0902+0.1346)扣柱)-(3.35梁长*0.475扣梁宽+7.7梁长*0.15扣梁宽+7.93梁长*0.15扣梁宽+2.458梁长*0.067扣梁宽+7.4梁长*0.077扣梁宽+6梁长*0.071扣梁宽+3.35梁长*0.232扣梁宽)扣梁=51.481B3:B3_No2:AB 模板面积=(63.977面积-(0.045*2+0.2026+0.1225)扣柱)-(7.35梁长*0.175扣梁宽+7.825梁长*0.3梁宽
34、+7.65梁长*0.15扣梁宽+7.1梁长*0.15扣梁宽+7.4梁长*0.15扣梁宽)扣梁=56.6061B2:B2_No1:CD 模板面积=(8.075*74.625面积-(0.2402*3+0.3379+0.105+0.1802+0.0195+0.2246*2+0.2383+0.1406+0.2266)扣柱)-(3.7梁长*0.2梁宽+7.945梁长*0.3梁宽+4梁长*0.2梁宽+7.9梁长*0.3梁宽+3.439梁长*0.2梁宽+2.15梁长*0.2梁宽+4.05梁长*0.2梁宽+3.132梁长*0.2梁宽+3.2梁长*0.2梁宽+7.625梁长*0.3梁宽+7.931梁长*0.3扣
35、梁宽+(7.675梁长*0.3扣梁宽)*2+7.4梁长*0.05扣梁宽+7.4梁长*0.131扣梁宽+7.8梁长*0.143扣梁宽+7.8梁长*0.156扣梁宽+7.8梁长*0.169扣梁宽+(7.8梁长*0.25扣梁宽)*2+7.8梁长*0.25扣梁宽+7.725梁长*0.25扣梁宽+7.325梁长*0.175扣梁宽+7.7梁长*0.3梁宽+7.4梁长*0.3梁宽+7.918梁长*0.3扣梁宽+7.906梁长*0.3扣梁宽+(7.825梁长*0.3扣梁宽)*4+7.7梁长*0.3扣梁宽+(7.675梁长*0.3扣梁宽)*2+7.575梁长*0.3扣梁宽+0.125梁长*0.3梁宽)扣梁=53
36、9.4561B2:B2_No2:(3.5/1)AC 模板面积=(16.655*63.15面积-(0.1234+0.0955+0.123*2+0.1382*2+0.124+0.39*6+0.49+0.2246+0.1348*4+0.1357+0.1338+0.1123+0.2451+0.1082)扣柱)-(4梁长*0.475扣梁宽+(7.75梁长*0.35梁宽)*2+(7.8梁长*0.475梁宽)*2+(7.8梁长*0.35梁宽)*3+7.7梁长*0.15扣梁宽+7.931梁长*0.15扣梁宽+7.65梁长*0.15扣梁宽+7.675梁长*0.15扣梁宽+(8.025梁长*0.3梁宽)*5+7.
37、943梁长*0.3梁宽+(7.825梁长*0.3梁宽)*4+(7.75梁长*0.3梁宽)*7+4.05梁长*0.3扣梁宽+(7.8梁长*0.175扣梁宽)*6+7.8梁长*0.175扣梁宽+4.05梁长*0.172扣梁宽+7.8梁长*0.162扣梁宽+7.8梁长*0.149扣梁宽+7.8梁长*0.136扣梁宽+(7.8梁长*0.055扣梁宽)*2+7.8梁长*0.055扣梁宽+7.725梁长*0.055扣梁宽+7.65梁长*0.3梁宽+(7.9梁长*0.3梁宽)*2+7.956梁长*0.3梁宽+7.969梁长*0.3梁宽+(8.05梁长*0.3梁宽)*4+7.8梁长*0.3梁宽+7.801梁长
38、*0.3梁宽)扣梁=936.1081B120:B120_No1:D(3.1/D)模板面积=(2.925*7.9面积-0.1687扣柱)=22.941B120:B120_No2:D(3.1/D)模板面积=(2.925*8.25面积-(0.0562+0.1125)扣柱)-7.8梁长*0.125扣梁宽扣梁=22.98814AC0016砖墙 水泥砂浆(细砂)M10(Mu2.0)m3(5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
39、带=4.921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空心砖:
40、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空心砖:AB、(-0.2/D
41、)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*
42、0.2*0.12*8扣配筋带=5.5751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=5.51815AD0065现浇砼 矩形柱(中砂)C30(C30)m
43、3(5层)KZ1:1,-0.2/D 柱体积=0.6截面宽*0.6截面高*4.5柱高=1.621KZ1A:-0.2/10,-0.2/D 柱体积=0.6截面宽*0.6截面高*4.5柱高=1.621KZ2:2,D 柱体积=0.6截面宽*0.75截面高*4.5柱高=2.0251KZ2C:9,D 柱体积=0.6截面宽*0.75截面高*4.5柱高=2.0251KZ2A:1,C 柱体积=0.6截面宽*0.75截面高*4.5柱高=2.0251KZ2B:10,C 柱体积=0.6截面宽*0.75截面高*4.5柱高=2.0251KZ3A:9,C 柱体积=0.75截面宽*0.75截面高*4.5柱高=2.5311KZ3
44、:2,C 柱体积=0.6截面宽*0.6截面高*4.5柱高=1.621KZ4:1,A、-0.2/10,A 柱体积=0.6截面宽*0.6截面高*4.5柱高=1.622KZ5:3,0.2/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=1.6211KZ5:2,A、9,A 柱体积=0.6截面宽*0.75截面高*4.5柱高=2.0252KZ5A:8,0.2/D 柱体积=0.6截面宽*0.6截面高*4.5柱高=1.621KZ6:1,
45、B 柱体积=0.6截面宽*0.75截面高*4.5柱高=2.0251KZ6:10,B 柱体积=0.6截面宽*0.75截面高*4.5柱高=2.0251KZ7:3,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=1.7559KZ7:3,B、5,B 柱体积=0.6截面宽*0.65截面高*4.5柱高=1.7552KZ7:4,B 柱体积=0.6截面宽*0.65截面高*4.5柱高=1.7551KZ8:2,B 柱体积=0.7截面宽*0.7截面高*4.5柱高=2.2051KZ8:9,B 柱体积=0.7截面宽*0.7截面高*4.5柱高=2.20
46、516AD0250现浇砼 有梁板(中砂)C30(C30)m3(5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)=2.6631KL1(9):(-0.2/10)D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)=2.9251KL1(9):(-0.2/10)D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)=2.9251KL1(9):(-0.2/10)D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)=2.9251KL1(9)
47、:(-0.2/10)D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)=2.9251KL1(9):(-0.2/10)D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)=2.9251KL1(9):(-0.2/10)D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)=2.9251KL1(9):(-0.2/10)D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=2.8081KL1(9):(-0.2/10)D第9跨 梁体
48、积=0.3宽*1.25高*(7.7长-0.3起点扣减-0.3终点扣减)=2.6621KL2(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=1.7471KL2(9):C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=1.8741KL2(9):C第3跨 梁体积=0.35宽*0.8高*
49、(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=1.8741KL2(9):C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=1.8741KL2(9):C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=1.8741KL2(9):C第6
50、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=1.8741KL2(9):C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=1.8741KL2(9):C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
