框架梁混凝土及模板工程量計算表格

1、第 1 頁，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計算算表表工程名稱：梁編號軸號本層層高（mm）梁類別根數(shù) 凈長(m)寬(m)高(m)板厚(m)砼標(biāo)號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)計算有梁板模時扣梁底模(m2)砼工程量計算式(m3)模板工程量計算式(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5.43m5.43m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，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計算算表表工程名稱：梁編號軸號本層層高（mm）梁類別根數(shù) 凈長(m)寬(m)高(m)板厚(m)砼標(biāo)號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)計算有梁板模時扣梁底模(m2)砼工程量計算式(m3)模板工程量計算式(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：鬂矌3-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1.9819.840.

11、0018.6135.530.000.000.00第 3 頁，共 一一層層及及以以下下框框架架梁梁工工程程量量計計算算表表工程名稱：梁編號軸號本層層高mm梁類別根數(shù)凈長(m)寬(m)高(m)板厚(m)砼標(biāo)號梁體積(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(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)計算有梁板模時扣除梁底模(m2)計算板模超高時扣除梁底模超高(m2)有梁板中梁體積計算式(m3)有梁板中梁模板面積計算式(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，共 一一層層及及以以下下框框架架梁梁工工程程量量計計算算表表工程名稱：梁編號軸號本層層高mm梁類別根數(shù)凈長(m)寬(m)高(m)板厚(m)砼標(biāo)號梁體積(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(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)計算有梁板模時扣除梁底模(m2)計算板模超高時扣除梁底模超高(m2)有梁板中梁體積計算式(m3)有梁板中梁模板面積計算式(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，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計算算表表工程名稱：梁編號軸號本層層高mm梁類別根數(shù)凈長(m)寬(m)高(m)板厚(m)砼標(biāo)號梁體積(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(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)計算有梁板模時扣除梁底模(m2)計算板模超高時扣除梁底模超高(m2)有梁板中梁體積計算式(m3)有梁板中梁模板面積計算式(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81.860.000.00658.420.000.000.000.000.005.65532.130.00-129.44-111.34合計286.471969.5540.940.000.0040.943002.450.00-405.16-630.73總 計572.943939.0981.870.000.000.0081.876004.890.00-810.33-1261.47100.03186.44461.00第 6 頁，共 一一層層及及以以下下框框架架梁梁工工程程量量計計算算

37、表表工程名稱：梁編號軸號本層層高mm梁類別根數(shù)凈長(m)寬(m)高(m)板厚(m)砼標(biāo)號梁體積(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(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)計算有梁板模時扣除梁底模(m2)計算板模超高時扣除梁底模超高(m2)有梁板中梁體積計算式(m3)有梁板中梁模板面積計算式(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，共

38、第 8 頁，共 第 9 頁，共 軸號構(gòu)件部位寬（m）高（m）長（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