框架梁混凝土及模板工程量計(jì)算表格

1、第 1 頁(yè)，共 一一層層及及以以下下框框架架梁梁后后澆澆帶帶工工程程量量計(jì)計(jì)算算表表工程名稱：梁編號(hào)軸號(hào)本層層高（mm）梁類別根數(shù) 凈長(zhǎng)(m)寬(m)高(m)板厚(m)砼標(biāo)號(hào)有梁板中梁砼澆搗量(m3)弧形梁砼（m3）模板（m2）支模超高工程量(m2)計(jì)算有梁板模時(shí)扣梁底模(m2)砼工程量計(jì)算式(m3)模板工程量計(jì)算式(m2)內(nèi)外分類形狀分類有梁板中梁模板弧形超高高度（m）有梁板中梁模板弧形梁扣梁底?？鄢吡旱啄?.43m5.43m結(jié)結(jié)構(gòu)構(gòu)梁梁后澆帶D3-D45.5外矩10.800.40.80.12C300.222.26 1.904.51-0.32-0.640.8*0.4*(0.8-0.12)*

2、10.8*(0.4+0.8*2-0.12)*1.5*1后澆帶D3-D45.43內(nèi)矩10.800.20.60.12C300.081.39 1.832.78-0.16-0.320.8*0.2*(0.6-0.12)*10.8*(0.2+(0.6-0.12)*2)*1.5*1后澆帶D3-D45.43內(nèi)矩10.800.30.70.12C300.141.75 1.833.50-0.24-0.480.8*0.3*(0.7-0.12)*10.8*(0.3+(0.7-0.12)*2)*1.5*1后澆帶D3-D45.43內(nèi)矩10.800.40.80.12C300.222.11 1.834.22-0.32-0.64

3、0.8*0.4*(0.8-0.12)*10.8*(0.4+(0.8-0.12)*2)*1.5*1后澆帶D3-D45.43內(nèi)矩10.800.30.70.12C300.141.75 1.833.50-0.24-0.480.8*0.3*(0.7-0.12)*10.8*(0.3+(0.7-0.12)*2)*1.5*1后澆帶D3-D45.43內(nèi)矩10.800.40.80.12C300.222.11 1.834.220.000.00*0.4*(0.8-0.12)*1*(0.4+(0.8-0.12)*2)*1.5*1后澆帶D3-D45.43內(nèi)矩10.800.350.70.12C300.161.81 1.83

4、3.620.000.00*0.35*(0.7-0.12)*1*(0.35+(0.7-0.12)*2)*1.5*1后澆帶D3-D45.43內(nèi)矩10.800.20.60.1C300.081.44 1.832.880.000.00*0.2*(0.6-0.1)*1*(0.2+(0.6-0.1)*2)*1.5*1后澆帶D3-D45.43內(nèi)矩10.800.20.60.1C300.081.44 1.832.880.000.00*0.2*(0.6-0.1)*1*(0.2+(0.6-0.1)*2)*1.5*1后澆帶D3-D45.43內(nèi)矩10.800.20.60.1C300.081.44 1.832.88-3.7

5、8-7.5618.911*0.2*(0.6-0.1)*118.911*(0.2+(0.6-0.1)*2)*1.5*1后澆帶D3-D45.43內(nèi)矩10.800.20.60.1C300.081.44 1.832.880.000.00*0.2*(0.6-0.1)*1*(0.2+(0.6-0.1)*2)*1.5*1后澆帶D3-D45.43內(nèi)矩10.800.20.60.1C300.081.44 1.832.880.000.00*0.2*(0.6-0.1)*1*(0.2+(0.6-0.1)*2)*1.5*1后澆帶D3-D45.43內(nèi)矩10.800.20.60.1C300.081.44 1.832.880.

6、000.00*0.2*(0.6-0.1)*1*(0.2+(0.6-0.1)*2)*1.5*1第 2 頁(yè)，共 一一層層及及以以下下框框架架梁梁后后澆澆帶帶工工程程量量計(jì)計(jì)算算表表工程名稱：梁編號(hào)軸號(hào)本層層高（mm）梁類別根數(shù) 凈長(zhǎng)(m)寬(m)高(m)板厚(m)砼標(biāo)號(hào)有梁板中梁砼澆搗量(m3)弧形梁砼（m3）模板（m2）支模超高工程量(m2)計(jì)算有梁板模時(shí)扣梁底模(m2)砼工程量計(jì)算式(m3)模板工程量計(jì)算式(m2)內(nèi)外分類形狀分類有梁板中梁模板弧形超高高度（m）有梁板中梁模板弧形梁扣梁底模扣超高梁底模后澆帶D3-D45.43內(nèi)矩10.800.20.60.1C300.000.00 1.830.0

7、00.000.00*0.2*(0.6-0.1)*1*(0.2+(0.6-0.1)*2)*1.5*1小 計(jì)1.6521.8325.6943.66-5.06-10.12后澆帶扳D3-D42.4內(nèi)矩10.10.030.3200.000.000.00*(-0.1)*1*(+(-0.1)*2)*1.5*1后澆帶扳D3-D43.21內(nèi)矩10.10.040.4000.000.000.00*(-0.1)*1*(+(-0.1)*2)*1.5*1后澆帶扳D3-D43.59內(nèi)矩10.10.040.3600.000.000.00*(-0.1)*1*(+(-0.1)*2)*1.5*1后澆帶扳D3-D43.97內(nèi)矩10.

8、10.050.5000.000.000.00*(-0.1)*1*(+(-0.1)*2)*1.5*1后澆帶扳D3-D44.4內(nèi)矩10.10.050.500.370.500.000.00*(-0.1)*1*(+(-0.1)*2)*1.5*1后澆帶扳D3-D44.8內(nèi)矩10.10.050.500.800.500.000.00*(-0.1)*1*(+(-0.1)*2)*1.5*1后澆帶扳D3-D45.2內(nèi)矩10.10.050.501.200.990.000.00*(-0.1)*1*(+(-0.1)*2)*1.5*1后澆帶扳D3-D45.43內(nèi)矩10.10.050.501.600.990.000.00*

9、(-0.1)*1*(+(-0.1)*2)*1.5*1后澆帶扳D3-D45.43內(nèi)矩10.10.020.221.830.440.000.00*(-0.1)*1*(+(-0.1)*2)*1.5*1后澆帶扳D3-D45.43內(nèi)矩10.10.212.061.834.110.000.00*(-0.1)*1*(+(-0.1)*2)*1.5*1后澆帶扳D3-D45.43內(nèi)矩10.10.262.581.835.160.000.00*(-0.1)*1*(+(-0.1)*2)*1.5*1后澆帶扳D3-D45.43內(nèi)矩10.10.343.411.836.830.000.00*(-0.1)*1*(+(-0.1)*2)

10、*1.5*1后澆帶扳D3-D45.43內(nèi)矩10.10.282.781.835.560.000.00*(-0.1)*1*(+(-0.1)*2)*1.5*1后澆帶扳D3-D45.43內(nèi)矩10.10.292.891.835.780.000.00*(-0.1)*1*(+(-0.1)*2)*1.5*1后澆帶扳D3-D45.43內(nèi)矩10.10.151.471.832.930.000.00*(-0.1)*1*(+(-0.1)*2)*1.5*1后澆帶扳D3-D45.43內(nèi)矩10.10.090.871.831.740.000.00*(-0.1)*1*(+(-0.1)*2)*1.5*1小 計(jì)1.9819.840.

11、0018.6135.530.000.000.00第 3 頁(yè)，共 一一層層及及以以下下框框架架梁梁工工程程量量計(jì)計(jì)算算表表工程名稱：梁編號(hào)軸號(hào)本層層高mm梁類別根數(shù)凈長(zhǎng)(m)寬(m)高(m)板厚(m)砼標(biāo)號(hào)梁體積(m3)有梁板中梁模板單梁（連續(xù)梁）模板(m2)弧,拱形梁模板單連弧拱梁模板面積小計(jì)(m2)超過米數(shù)(m)有梁板中梁支模超過3.6m以外工程量(m2)單連弧拱梁模超3.6m以外工程量(m2)計(jì)算有梁板模時(shí)扣除梁底模(m2)計(jì)算板模超高時(shí)扣除梁底模超高(m2)有梁板中梁體積計(jì)算式(m3)有梁板中梁模板面積計(jì)算式(m2)內(nèi)外分類形狀分類是否斜梁有梁板中梁體積弧形梁體積單、連梁體積有梁板中梁模

12、板(m2)梁寬25cm以內(nèi)梁寬25cm以外弧形(m2)拱形(m2)5.43m層結(jié)構(gòu)層橫向主梁（G-E-09）KL1(4A）D1軸5.43外矩否19.600.400.800.12C303.0718.05 1.8336.10-3.84-7.689.6*0.4*(0.8-0.12)*19.6*(0.8+0.8-0.12+0.4)*1KL2（3）D2軸5.43內(nèi)矩否215.020.350.800.12C308.4151.36 1.83102.72-10.51-21.0215.017*0.35*(0.8-0.12)*215.017*(0.8-0.12)*2+0.35)*2KL4(4A)D3軸5.43內(nèi)矩

13、否118.330.400.800.12C305.8632.26 1.8364.51-7.33-14.6618.328*0.4*(0.8-0.12)*118.328*(0.8-0.12)*2+0.4)*1KL5(4)D4軸5.43內(nèi)矩否220.510.350.800.12C3011.4870.13 1.83140.26-14.35-28.7120.5065*0.35*(0.8-0.12)*220.5065*(0.8-0.12)*2+0.35)*2KL7(5A)D5軸5.43內(nèi)矩否121.690.400.800.12C306.9438.18 1.8376.35-8.68-17.3521.691*0

14、.4*(0.8-0.12)*121.691*(0.8-0.12)*2+0.4)*1KL8(5A)D6軸5.43內(nèi)矩否224.280.350.800.12C3013.6083.03 1.83166.05-16.99-33.9924.277*0.35*(0.8-0.12)*224.277*(0.8-0.12)*2+0.35)*2KL10(5A)D7軸5.43內(nèi)矩否124.340.350.800.12C306.8141.61 1.8383.23-8.52-17.0324.335*0.35*(0.8-0.12)*124.335*(0.8-0.12)*2+0.35)*1小計(jì)56.18334.61669.

15、22-70.23-140.455.43m層結(jié)構(gòu)層橫向次梁（G-E-09）L1（4）D1-D25.43內(nèi)矩112.610.250.600.12C301.8915.26 0.001.8330.53-3.15-6.3112.614*0.25*(0.6-0.12)*112.614*(0.6-0.12)*2+0.25)*1L2（4）D2-D45.43內(nèi)矩117.390.250.600.12C302.6121.04 0.001.8342.08-4.35-8.7017.39*0.25*(0.6-0.12)*117.39*(0.6-0.12)*2+0.25)*1L3（4）D3-D45.43內(nèi)矩119.760.

16、250.600.12C302.9623.91 0.001.8347.81-4.94-9.8819.757*0.25*(0.6-0.12)*119.757*(0.6-0.12)*2+0.25)*1L4（5）D4-D55.43內(nèi)矩122.750.250.600.12C303.4127.52 0.001.8355.05-5.69-11.3722.746*0.25*(0.6-0.12)*122.746*(0.6-0.12)*2+0.25)*1L5（5）D5-D65.43內(nèi)矩124.070.250.600.12C303.6129.12 0.001.8358.24-6.02-12.0324.067*0.2

17、5*(0.6-0.12)*124.067*(0.6-0.12)*2+0.25)*1L5a（5）D6-D75.43內(nèi)矩125.010.250.600.12C303.7530.27 0.001.8360.53-6.25-12.5125.014*0.25*(0.6-0.12)*125.014*(0.6-0.12)*2+0.25)*1L6（5A）D75.43外矩124.680.250.600.12C303.7032.8340.94 40.941.8365.65-6.17-12.3424.682*0.25*(0.6-0.12)*124.682*(0.6+0.6-0.12+0.25)*1小計(jì)1821.94

18、179.9540.940.000.000.0040.94359.900.00-36.57-73.145.43m層結(jié)構(gòu)層縱向主梁（G-E-09）KL13（9A）C5.43內(nèi)矩否154.530.400.800.12C3017.4595.97 0.001.83191.95-21.81-43.6254.531*0.4*(0.8-0.12)*154.531*(0.8-0.12)*2+0.4)*1KL14（9A）D5.43內(nèi)矩否157.630.400.800.12C3018.44101.43 0.001.83202.86-23.05-46.1157.632*0.4*(0.8-0.12)*157.632*(

19、0.8-0.12)*2+0.4)*1KL15（9A）D-E5.43內(nèi)矩否140.290.400.800.12C3012.8970.91 0.001.83141.81-16.12-32.2340.288*0.4*(0.8-0.12)*140.288*(0.8-0.12)*2+0.4)*1第 4 頁(yè)，共 一一層層及及以以下下框框架架梁梁工工程程量量計(jì)計(jì)算算表表工程名稱：梁編號(hào)軸號(hào)本層層高mm梁類別根數(shù)凈長(zhǎng)(m)寬(m)高(m)板厚(m)砼標(biāo)號(hào)梁體積(m3)有梁板中梁模板單梁（連續(xù)梁）模板(m2)弧,拱形梁模板單連弧拱梁模板面積小計(jì)(m2)超過米數(shù)(m)有梁板中梁支模超過3.6m以外工程量(m2)單

20、連弧拱梁模超3.6m以外工程量(m2)計(jì)算有梁板模時(shí)扣除梁底模(m2)計(jì)算板模超高時(shí)扣除梁底模超高(m2)有梁板中梁體積計(jì)算式(m3)有梁板中梁模板面積計(jì)算式(m2)內(nèi)外分類形狀分類是否斜梁有梁板中梁體積弧形梁體積單、連梁體積有梁板中梁模板(m2)梁寬25cm以內(nèi)梁寬25cm以外弧形(m2)拱形(m2)KL16(6) E1以外5.50外矩否166.670.400.800.12C3021.34125.34 0.001.90250.69-26.67-53.3466.672*0.4*(0.8-0.12)*166.672*(0.8+0.8-0.12+0.4)*1小計(jì)70.120.000.00393.6

21、60.000.000.000.000.00787.310.00-87.65-175.305.43m層結(jié)構(gòu)層縱向次梁（G-E-09）L8(9A)C-D5.43內(nèi)矩160.730.300.700.12C3012.7588.66 0.001.83177.33-18.22-36.4460.729*0.3*(0.7-0.12)*160.729*(0.7-0.12)*2+0.3)*1L9(10)D-E5.43內(nèi)矩156.800.300.700.12C3011.9382.93 0.001.83165.86-17.04-34.0856.8*0.3*(0.7-0.12)*156.8*(0.7-0.12)*2+0

22、.3)*1L10(4A)E-E15.43內(nèi)矩133.750.300.700.12C307.0949.28 0.001.8398.56-10.13-20.2533.753*0.3*(0.7-0.12)*133.753*(0.7-0.12)*2+0.3)*1L12(2)D-E5.43內(nèi)矩153.600.200.600.12C306.4362.17 0.001.83124.35-10.72-21.4453.599*0.2*(0.6-0.12)*153.599*(0.6-0.12)*2+0.2)*1小計(jì)38.200.000.00283.050.000.000.000.00566.090.00-56.1

23、0-112.215.43m層以下結(jié)構(gòu)橫向看臺(tái)梁(結(jié)G-E-09)KL1(4A)D1/AB4.11外矩是14.570.400.800.12C301.468.60 0.000.518.60-1.83-1.834.574*0.4*(0.8-0.12)*14.574*(0.8+0.8-0.12+0.4)*1KL1(4A)D1向西2.80外矩否11.300.400.800.12C300.422.44 0.000.00-0.520.001.3*0.4*(0.8-0.12)*11.3*(0.8+0.8-0.12+0.4)*1L1(4)D1-D24.16內(nèi)矩是15.400.250.600.12C300.816

24、.53 0.000.566.53-1.35-1.355.4*0.25*(0.6-0.12)*15.4*(0.6-0.12)*2+0.25)*1KL3（1A）D24.11內(nèi)矩是14.570.350.800.12C301.287.82 0.000.517.82-1.60-1.604.574*0.35*(0.8-0.12)*14.574*(0.8-0.12)*2+0.35)*1KL3（1A）D22.75內(nèi)矩否11.300.350.800.12C300.362.22 0.000.00-0.460.001.3*0.35*(0.8-0.12)*11.3*(0.8-0.12)*2+0.35)*1L2(4)D

25、2-D3/A-B4.16內(nèi)矩是15.400.250.600.12C300.816.53 0.000.566.53-1.35-1.355.4*0.25*(0.6-0.12)*15.4*(0.6-0.12)*2+0.25)*1KL4（4A）D34.11內(nèi)矩是14.570.400.800.12C301.468.05 0.000.518.05-1.83-1.834.574*0.4*(0.8-0.12)*14.574*(0.8-0.12)*2+0.4)*1KL4（4A）D32.75內(nèi)矩否11.300.400.800.12C300.422.29 0.000.00-0.520.001.3*0.4*(0.8-

26、0.12)*11.3*(0.8-0.12)*2+0.4)*1L3（4）D3-D44.16內(nèi)矩是15.400.250.600.12C300.816.53 0.00-1.355.4*0.25*(0.6-0.12)*15.4*(0.6-0.12)*2+0.25)*1KL6(1A)D44.11內(nèi)矩是14.570.350.800.12C301.287.827.82 0.000.517.82-1.60-1.604.574*0.35*(0.8-0.12)*14.574*(0.8-0.12)*2+0.35)*1KL6(1A)D42.75內(nèi)矩否11.300.350.800.12C300.362.22 0.000

27、.00-0.460.001.3*0.35*(0.8-0.12)*11.3*(0.8-0.12)*2+0.35)*1L4(5)D4-D5/AB4.16內(nèi)矩是15.400.250.600.12C300.816.53 0.000.566.53-1.35-1.355.4*0.25*(0.6-0.12)*15.4*(0.6-0.12)*2+0.25)*1KL7(5A)D5/A-B4.11內(nèi)矩是14.570.400.800.12C301.468.05 0.00-1.830.004.574*0.4*(0.8-0.12)*14.574*(0.8-0.12)*2+0.4)*1第 5 頁(yè)，共 一一層層及及以以下下

28、框框架架梁梁工工程程量量計(jì)計(jì)算算表表工程名稱：梁編號(hào)軸號(hào)本層層高mm梁類別根數(shù)凈長(zhǎng)(m)寬(m)高(m)板厚(m)砼標(biāo)號(hào)梁體積(m3)有梁板中梁模板單梁（連續(xù)梁）模板(m2)弧,拱形梁模板單連弧拱梁模板面積小計(jì)(m2)超過米數(shù)(m)有梁板中梁支模超過3.6m以外工程量(m2)單連弧拱梁模超3.6m以外工程量(m2)計(jì)算有梁板模時(shí)扣除梁底模(m2)計(jì)算板模超高時(shí)扣除梁底模超高(m2)有梁板中梁體積計(jì)算式(m3)有梁板中梁模板面積計(jì)算式(m2)內(nèi)外分類形狀分類是否斜梁有梁板中梁體積弧形梁體積單、連梁體積有梁板中梁模板(m2)梁寬25cm以內(nèi)梁寬25cm以外弧形(m2)拱形(m2)KL7(5A)D5

29、/A-B2.75內(nèi)矩否11.300.400.800.12C300.422.29 0.00-0.520.001.3*0.4*(0.8-0.12)*11.3*(0.8-0.12)*2+0.4)*1L5(5)D5-D6/A-B4.16內(nèi)矩是15.400.250.600.12C300.816.53 0.000.566.53-1.35-1.355.4*0.25*(0.6-0.12)*15.4*(0.6-0.12)*2+0.25)*1KL9(1A)D6/A-B4.11內(nèi)矩是14.570.350.800.12C301.287.82 0.000.517.82-1.60-1.604.574*0.35*(0.8-

30、0.12)*14.574*(0.8-0.12)*2+0.35)*1KL9(1A)D6/A-B2.75內(nèi)矩否11.300.350.800.12C300.362.22 0.000.00-0.460.001.3*0.35*(0.8-0.12)*11.3*(0.8-0.12)*2+0.35)*1L5a（5）D6-D7/A-B4.16內(nèi)矩是15.400.250.600.12C300.816.53 0.000.566.53-1.35-1.355.4*0.25*(0.6-0.12)*15.4*(0.6-0.12)*2+0.25)*1KL10(5A)D7/AB4.11內(nèi)矩是14.570.350.800.12C

31、301.287.82 0.000.517.82-1.60-1.604.574*0.35*(0.8-0.12)*14.574*(0.8-0.12)*2+0.35)*1KL10(5A)D7/AB2.75內(nèi)矩否11.300.350.800.12C300.362.22 0.000.00-0.460.001.3*0.35*(0.8-0.12)*11.3*(0.8-0.12)*2+0.35)*1L6（5A）D7/AB4.36內(nèi)矩是15.940.250.600.12C300.897.19 0.000.767.19-1.49-1.495.94*0.25*(0.6-0.12)*15.94*(0.6-0.12)*

32、2+0.25)*1L6（5A）D7/AB2.75內(nèi)矩否11.300.250.600.12C300.201.57 0.000.00-0.330.001.3*0.25*(0.6-0.12)*11.3*(0.6-0.12)*2+0.25)*1小計(jì)18.160.007.82119.860.000.000.000.000.006.6287.790.00-25.18-18.305.43m層以下結(jié)構(gòu)縱向主梁(結(jié)G-E-09)KL12（6A）D1-D7/B5.43內(nèi)矩否155.900.350.700.11C3013.7085.53 0.001.83171.05-19.57-39.1355.9*0.35*(0.

33、7-0.11)*155.9*(0.7-0.11)*2+0.35)*1看臺(tái)梁-1A-B5.20內(nèi)矩否160.610.200.500.10C306.0660.61 0.001.60121.21-12.12-24.2460.606*0.2*(0.5-0.1)*160.606*(0.5-0.1)*2+0.2)*1看臺(tái)梁-2A-B4.70內(nèi)矩否160.300.200.500.10C306.0360.30 0.001.10120.61-12.06-24.1260.304*0.2*(0.5-0.1)*160.304*(0.5-0.1)*2+0.2)*1看臺(tái)梁-3A-B4.35內(nèi)矩否160.000.200.5

34、00.10C306.0060.00 0.000.7560.00-12.00-12.0060.002*0.2*(0.5-0.1)*160.002*(0.5-0.1)*2+0.2)*1看臺(tái)梁-4A-B3.97內(nèi)矩否159.250.200.500.10C305.9359.25 0.000.3759.25-11.85-11.8559.25*0.2*(0.5-0.1)*159.25*(0.5-0.1)*2+0.2)*1看臺(tái)梁-5A-B3.59內(nèi)矩否159.400.200.500.10C305.9459.40 0.000.00-11.880.0059.399*0.2*(0.5-0.1)*159.399*(

35、0.5-0.1)*2+0.2)*1KL11(6A)A-B3.21內(nèi)矩否158.840.351.000.10C3020.59126.51 0.000.00-20.590.0058.841*0.35*(1-0.1)*158.841*(1-0.1)*2+0.35)*1看臺(tái)梁-7A-B2.75內(nèi)矩否158.840.250.600.10C308.8373.55 0.000.00-14.710.0058.841*0.25*(0.6-0.1)*158.841*(0.6-0.1)*2+0.25)*1看臺(tái)梁-8A-B2.75內(nèi)矩否158.620.250.600.10C308.7973.27 0.000.00-1

36、4.650.0058.617*0.25*(0.6-0.1)*158.617*(0.6-0.1)*2+0.25)*1小計(jì)81.860.000.00658.420.000.000.000.000.005.65532.130.00-129.44-111.34合計(jì)286.471969.5540.940.000.0040.943002.450.00-405.16-630.73總 計(jì)572.943939.0981.870.000.000.0081.876004.890.00-810.33-1261.47100.03186.44461.00第 6 頁(yè)，共 一一層層及及以以下下框框架架梁梁工工程程量量計(jì)計(jì)算算

37、表表工程名稱：梁編號(hào)軸號(hào)本層層高mm梁類別根數(shù)凈長(zhǎng)(m)寬(m)高(m)板厚(m)砼標(biāo)號(hào)梁體積(m3)有梁板中梁模板單梁（連續(xù)梁）模板(m2)弧,拱形梁模板單連弧拱梁模板面積小計(jì)(m2)超過米數(shù)(m)有梁板中梁支模超過3.6m以外工程量(m2)單連弧拱梁模超3.6m以外工程量(m2)計(jì)算有梁板模時(shí)扣除梁底模(m2)計(jì)算板模超高時(shí)扣除梁底模超高(m2)有梁板中梁體積計(jì)算式(m3)有梁板中梁模板面積計(jì)算式(m2)內(nèi)外分類形狀分類是否斜梁有梁板中梁體積弧形梁體積單、連梁體積有梁板中梁模板(m2)梁寬25cm以內(nèi)梁寬25cm以外弧形(m2)拱形(m2)37.50-44.57181.98第 7 頁(yè)，共

38、第 8 頁(yè)，共 第 9 頁(yè)，共 軸號(hào)構(gòu)件部位寬（m）高（m）長(zhǎng)（m）面積（m2）梁頂起點(diǎn)標(biāo)高（m）梁頂終點(diǎn)標(biāo)高（m）I區(qū)看臺(tái)扳A-B/D1-D7A-2/A-B/D1-D70.450.159.60326.821353.213.21A-B/D1-D7A-3/A-B/D1-D70.450.160.41827.18813.593.59A-B/D1-D7A-4/A-B/D1-D70.450.160.7227.3243.973.97A-B/D1-D7A-5/A-B/D1-D70.450.161.0227.4594.354.35A-B/D1-D7A-6/A-B/D1-D70.450.161.37227.61

39、744.754.75A-B/D1-D7A-7/A-B/D1-D70.450.161.67427.75335.155.15樓面扳D-E/D1-D7D1-D20.124.575.035.03D-E/D1-D7D1-D20.1215.765.035.03D-E/D1-D7D2-D30.127.095.035.03D-E/D1-D7D2-D30.124.95.035.03D-E/D1-D7D3-D40.124.795.035.03D-E/D1-D7D3-D40.127.35.035.03D-E/D1-D7D5-D60.125.355.035.03D-E/D1-D7D5-D60.126.815.035.

40、03D-E/D1-D7D6-D70.125.35.035.03D-E/D1-D7D6-D70.1265.035.03B-E1/D1-D7D1-D30.1210.275.435.43B-E1/D1-D7D1-D30.1213.155.435.43B-E1/D1-D7D1-D30.1217.685.435.43B-E1/D1-D7D1-D30.121.85.435.43B-E1/D1-D7D1-D30.1212.595.435.43B-E1/D1-D7D1-D30.1213.685.435.43B-E1/D1-D7D1-D30.1218.7495.435.43B-E1/D1-D7D1-D30.12

41、12.3435.435.43B-E1/D1-D7D1-D30.124.725.435.43B-E1/D1-D7D1-D30.1211.085.435.43B-E1/D1-D7D1-D30.1214.5095.435.43B-E1/D1-D7D1-D30.127.965.435.43B-E1/D1-D7D1-D30.120.735.435.43B-E1/D1-D7D1-D30.12125.435.43B-E1/D1-D7D1-D30.12135.435.43B-E1/D1-D7D1-D30.1217.825.435.43B-E1/D1-D7D1-D30.1216.8665.435.43B-E1/

42、D1-D7D1-D30.129.325.435.43B-E1/D1-D7D1-D30.129.85.435.43B-E1/D1-D7D1-D30.1212.5785.435.43B-E1/D1-D7D1-D30.1217.0545.435.43B-E1/D1-D7D1-D30.1214.2585.435.43B-E1/D1-D7D1-D30.1214.295.435.43B-E1/D1-D7D3-D50.1210.085.435.43B-E1/D1-D7D3-D50.1212.9185.435.43B-E1/D1-D7D3-D5衛(wèi)生間0.1517.3735.135.13B-E1/D1-D7D3

43、-D50.1214.6135.435.43B-E1/D1-D7D3-D50.1215.665.435.43B-E1/D1-D7D3-D50.123.385.435.43B-E1/D1-D7D3-D50.124.7945.435.43B-E1/D1-D7D3-D50.1212.9195.435.43B-E1/D1-D7D3-D50.1214.5935.435.43B-E1/D1-D7D3-D5衛(wèi)生間0.1219.895.435.43B-E1/D1-D7D3-D50.1217.7265.435.43B-E1/D1-D7D3-D50.1218.1665.435.43B-E1/D1-D7D3-D50.

44、1211.8685.435.43B-E1/D1-D7D3-D50.124.25.435.43B-E1/D1-D7D3-D50.129.7185.435.43B-E1/D1-D7D3-D50.1212.775.435.43B-E1/D1-D7D3-D50.1210.315.435.43B-E1/D1-D7D3-D50.1210.985.435.43B-E1/D1-D7D3-D50.126.735.435.43B-E1/D1-D7D3-D50.1212.335.435.43B-E1/D1-D7D3-D50.1213.85.435.43B-E1/D1-D7D3-D5衛(wèi)生間0.1518.85.135.

45、13B-E1/D1-D7D3-D50.1215.995.435.43B-E1/D1-D7D3-D50.1217.2765.435.43B-E1/D1-D7D3-D50.1219.9645.435.43B-E1/D1-D7D3-D50.128.035.435.43B-E1/D1-D7D3-D50.1210.145.435.43B-E1/D1-D7D3-D50.1212.985.435.43B-E1/D1-D7D3-D5衛(wèi)生間0.1217.535.135.13B-E1/D1-D7D3-D50.1214.6825.435.43B-E1/D1-D7D3-D50.1215.70885.435.43B-E

46、1/D1-D7D3-D50.1216.2335.435.43B-E1/D1-D7D3-D50.1210.2145.435.43B-E1/D1-D7D5-D70.1210.885.435.43B-E1/D1-D7D5-D70.1213.9675.435.43B-E1/D1-D7D5-D7衛(wèi)生間0.1518.845.135.13B-E1/D1-D7D5-D70.1215.8345.435.43B-E1/D1-D7D5-D70.1216.9145.435.43B-E1/D1-D7D5-D70.1217.5125.435.43B-E1/D1-D7D5-D70.128.455.435.43B-E1/D1

47、-D7D5-D70.1211.715.435.43B-E1/D1-D7D5-D70.1212.8485.435.43B-E1/D1-D7D5-D7衛(wèi)生間0.1517.5345.135.13B-E1/D1-D7D5-D70.1214.8445.435.43B-E1/D1-D7D5-D70.1216.0645.435.43B-E1/D1-D7D5-D70.1217.7555.435.43B-E1/D1-D7D5-D70.1213.8015.435.43B-E1/D1-D7D5-D70.124.25.435.43B-E1/D1-D7D5-D70.129.7185.435.43B-E1/D1-D7D5

48、-D70.1212.7815.435.43B-E1/D1-D7D5-D70.1210.31995.435.43B-E1/D1-D7D5-D70.1210.975.435.43B-E1/D1-D7D5-D70.128.585.435.43B-E1/D1-D7D5-D70.122.925.435.43B-E1/D1-D7D5-D70.128.85.435.43B-E1/D1-D7D5-D70.129.15.435.43B-E1/D1-D7D5-D70.1212.55.435.43B-E1/D1-D7D5-D70.1210.645.435.43B-E1/D1-D7D5-D70.1211.6145.4

49、35.43B-E1/D1-D7D5-D70.12135.435.43B-E1/D1-D7D5-D70.1213.165.435.43B-E1/D1-D7D5-D70.126.315.435.43B-E1/D1-D7D5-D70.128.115.435.43B-E1/D1-D7D5-D70.1211.45.435.43B-E1/D1-D7D5-D70.129.735.435.43B-E1/D1-D7D5-D70.1210.825.435.43B-E1/D1-D7D5-D70.1213.2855.435.43B-E1/D1-D7D5-D70.1215.3685.435.43B-E1/D1-D7D5

50、-D70.126.545.435.43B-E1/D1-D7D5-D70.128.125.435.43B-E1/D1-D7D5-D70.1210.6755.435.43B-E1/D1-D7D5-D70.128.6485.435.43B-E1/D1-D7D5-D70.129.2445.435.43B-E1/D1-D7D5-D70.126.6345.435.43B-E1/D1-D7D5-D70.123.095.435.43天溝扳A-B/D1-D7A-1/A-B/D1-D71.10.159.45365.39832.352.35實(shí)際支模高度（m）砼（m3）模板（m2）平扳、有梁扳砼（m3）拱型砼（m3）

51、平板、有梁扳（m2）拱型模板（m2）平扳、有梁扳3.64.65.63.212.68213526.821352.682135026.82135026.82135003.592.7188127.18812.71881027.1881027.1881003.972.732427.3242.7324027.3240027.32404.352.745927.4592.7459027.4590027.45904.752.7617427.61742.76174027.617400027.61745.152.7753327.75332.77533027.753300027.75335.030.54844.57

52、0.548404.570004.575.031.891215.761.8912015.7600015.765.030.85087.090.850807.090007.095.030.5884.90.58804.90004.95.030.57484.790.574804.790004.795.030.8767.30.87607.30007.35.030.6425.350.64205.350005.355.030.81726.810.817206.810006.815.030.6365.30.63605.30005.35.030.7260.720600065.431.232410.271.2324

53、010.2700010.275.431.57813.151.578013.1500013.155.432.121617.682.1216017.6800017.685.430.2161.80.21601.80001.85.431.510812.591.5108012.5900012.595.431.641613.681.6416013.6800013.685.432.2498818.7492.24988018.74900018.7495.431.4811612.3431.48116012.34300012.3435.430.56644.720.566404.720004.725.431.329

54、611.081.3296011.0800011.085.431.7410814.5091.74108014.50900014.5095.430.95527.960.955207.960007.965.430.08760.730.087600.730000.735.431.44121.44012000125.431.56131.56013000135.432.138417.822.1384017.8200017.825.432.0239216.8662.02392016.86600016.8665.431.11849.321.118409.320009.325.431.1769.81.17609

55、.80009.85.431.5093612.5781.50936012.57800012.5785.432.0464817.0542.04648017.05400017.0545.431.7109614.2581.71096014.25800014.2585.431.714814.291.7148014.2900014.295.431.209610.081.2096010.0800010.085.431.5501612.9181.55016012.91800012.9185.132.6059517.3732.60595017.37300017.3735.431.7535614.6131.753

56、56014.61300014.6135.431.879215.661.8792015.6600015.665.430.40563.380.405603.380003.385.430.575284.7940.5752804.7940004.7945.431.5502812.9191.55028012.91900012.9195.431.7511614.5931.75116014.59300014.5935.432.386819.892.3868019.8900019.895.432.1271217.7262.12712017.72600017.7265.432.1799218.1662.1799

57、2018.16600018.1665.431.4241611.8681.42416011.86800011.8685.430.5044.20.50404.20004.25.431.166169.7181.1661609.7180009.7185.431.532412.771.5324012.7700012.775.431.237210.311.2372010.3100010.315.431.317610.981.3176010.9800010.985.430.80766.730.807606.730006.735.431.479612.331.4796012.3300012.335.431.6

58、5613.81.656013.800013.85.132.8218.82.82018.800018.85.431.918815.991.9188015.9900015.995.432.0731217.2762.07312017.27600017.2765.432.3956819.9642.39568019.96400019.9645.430.96368.030.963608.030008.035.431.216810.141.2168010.1400010.145.431.557612.981.5576012.9800012.985.132.103617.532.1036017.5300017

59、.535.431.7618414.6821.76184014.68200014.6825.431.88505615.70881.885056015.708800015.70885.431.9479616.2331.94796016.23300016.2335.431.2256810.2141.22568010.21400010.2145.431.305610.881.3056010.8800010.885.431.6760413.9671.67604013.96700013.9675.132.82618.842.826018.8400018.845.431.9000815.8341.90008

60、015.83400015.8345.432.0296816.9142.02968016.91400016.9145.432.1014417.5122.10144017.51200017.5125.431.0148.451.01408.450008.455.431.405211.711.4052011.7100011.715.431.5417612.8481.54176012.84800012.8485.132.630117.5342.6301017.53400017.5345.431.7812814.8441.78128014.84400014.8445.431.9276816.0641.92