地下連續(xù)墻鋼筋計(jì)算表

地下連續(xù)墻鋼筋統(tǒng)計(jì)表,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,

墻型,,先行幅,,墻段剖面,1-1剖面,,,計(jì)量單位,1幅,,墻型,,嵌幅,,墻段剖面,1-1剖面,,,計(jì)量單位,1幅,,,,

墻高(m),,64.6,,墻寬(m),5.5,,,幅寬(m),1,,墻高(m),,64.6,,墻寬(m),4.5,,,幅寬(m),1,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,

鋼筋編號(hào),分類名稱,,單根長(zhǎng)度(m),間距參數(shù)(m),分類數(shù),,分類總長(zhǎng)(m),鋼筋直徑(mm),比重(kg),總重(kg),鋼筋編號(hào),分類名稱,,單根長(zhǎng)度(m),間距參數(shù)(m),分類數(shù),,分類總長(zhǎng)(m),鋼筋直徑(mm),比重(kg),總重(kg),,,

,,,,,組,根,,,,,,,,,,組,根,,,,,,,

1,"豎向

主筋",開挖面,42.1,0.2,,28,1178.80,32,6.313,7442.20,1,"豎向

主筋",開挖面,42.1,0.2,,23,968.30,32,6.313,6113.24,,,

14,,開挖面,22,0.4,,14,308.00,25,3.853,1186.84,14,,開挖面,22,0.4,,12,264.00,25,3.853,1017.29,,,

1,,錨入圈梁,0.7,0.2,,28,19.60,32,6.313,123.74,1,,錨入圈梁,0.7,0.2,,23,16.10,32,6.313,101.65,,,

4,,迎土面,42.1,0.2,,28,1178.80,32,6.313,7442.20,4,,迎土面,42.1,0.2,,23,968.30,32,6.313,6113.24,,,

14,,迎土面,22,0.4,,14,308.00,25,3.853,1186.84,14,,迎土面,22,0.4,,12,264.00,25,3.853,1017.29,,,

4,,錨入圈梁,0.7,0.2,,28,19.60,32,6.313,123.74,4,,錨入圈梁,0.7,0.2,,23,16.10,32,6.313,101.65,,,

2,附加筋,開挖面,29.8,0.4,,14,417.20,32,6.313,2633.94,2,附加筋,開挖面,29.8,0.4,,12,357.60,32,6.313,2257.66,,,

3,,開挖面,25.3,0.4,,14,354.20,32,6.313,2236.20,3,,開挖面,25.3,0.4,,12,303.60,32,6.313,1916.74,,,

16,,開挖面,15.3,0.2,,28,428.40,32,6.313,2704.65,16,,開挖面,15.3,0.2,,23,351.90,32,6.313,2221.67,,,

5,水平筋,,5.5,0.2,2,137,1507.00,25,3.853,5807.04,5,水平筋,,4.5,0.2,2,137,1233.00,25,3.853,4751.21,,,

6,水平筋,,5.5,0.2,2,74,814.00,22,2.984,2429.02,6,水平筋,,4.5,0.2,2,74,666.00,22,2.984,1987.38,,,

15,水平筋,,5.5,0.4,2,55,605.00,16,1.578,954.90,15,水平筋,,4.5,0.4,2,55,495.00,16,1.578,781.28,,,

7,籠頂拉結(jié)筋,,1.26,,,9,11.34,16,1.578,17.90,7,籠頂拉結(jié)筋,,1.26,,,9,11.34,16,1.578,17.90,,,

8,導(dǎo)管倉(cāng)限位筋,豎向,64.1,,2,5,641.00,16,1.578,1011.72,8,導(dǎo)管倉(cāng)限位筋,豎向,64.1,,2,5,641.00,16,1.578,1011.72,,,

11,,水平,0.8,0.6,2,107,171.20,16,1.578,270.21,11,,水平,0.8,0.6,2,107,171.20,16,1.578,270.21,,,

,端頭筋,,,,,,,,,,,端頭筋,M筋,1.8,0.4,2,161,579.60,16,1.578,914.81,,,

,,,,,,,,,,,,,豎向,64.8,,,2,129.60,16,1.578,204.55,,,

9,桁架筋,縱向,1.4,1.26,8,51,571.20,25,3.853,2201.05,9,桁架筋,縱向,1.4,1.26,6,51,428.40,25,3.853,1650.79,,,

10,,橫向,6.125,4,4,17,416.50,22,2.984,1242.86,10,,橫向,6.125,4,4,17,416.50,22,2.984,1242.86,,,

,墊塊,,0.3,0.25,2,42,84.00,5,7.850,247.28,,墊塊,,0.3,0.25,2,42,84.00,5,7.850,247.28,,,

,吊點(diǎn),,2.72,,,15,40.80,40,9.865,402.48,,吊點(diǎn),,2.72,,,15,40.80,40,9.865,402.48,,,

,擱置點(diǎn),,0.8,,2,18,28.80,40,9.865,284.10,,擱置點(diǎn),,0.8,,2,18,28.80,40,9.865,284.10,,,

,吊筋,,2,,,4,8.00,32,6.313,50.51,,吊筋,,2,,,4,8.00,32,6.313,50.51,,,

,吊環(huán),,1.1,,,4,4.40,40,9.865,43.40,,吊環(huán),,1.1,,,4,4.40,40,9.865,43.40,,,

,扶壁柱預(yù)埋,,2.84,0.2,2,101,573.68,12,0.888,509.32,,扶壁柱預(yù)埋,,2.84,0.2,2,101,573.68,12,0.888,509.32,,,

,樓層邊梁預(yù)埋,,0.85,0.2,6,28,142.80,12,0.888,126.78,,樓層邊梁預(yù)埋,,0.85,0.2,6,23,117.30,12,0.888,104.14,,,

,圍檁梁預(yù)埋,,1.35,0.2,6,28,226.80,12,0.888,201.36,,圍檁梁預(yù)埋,,1.35,0.2,6,23,186.30,12,0.888,165.40,,,

,承臺(tái)預(yù)埋,接駁器,0.5,0.15,2,37,37.00,20,2.466,91.25,,承臺(tái)預(yù)埋,接駁器,0.5,0.15,2,30,30.00,20,2.466,73.98,,,

,,預(yù)埋筋,1.15,0.15,2,37,85.10,20,2.466,209.87,,,預(yù)埋筋,1.15,0.15,2,30,69.00,20,2.466,170.17,,,

,,預(yù)埋筋,1.2,0.15,2,37,88.80,20,2.466,219.00,,,預(yù)埋筋,1.2,0.15,2,30,72.00,20,2.466,177.56,,,

,,鋼板,5.5,0.15,,1,,8,7.850,51.81,,,鋼板,4.5,0.15,,1,,8,7.850,42.39,,,

,抗剪接頭板,豎板,66.3,0.4,,2,,14,7.850,5829.10,,抗剪接頭板,豎板,,,,,,,,,,,

,,空洞,0.12,0.18,2,253,-506.00,14,7.850,-1201.16,,,空洞,,,,,,,,,,,

,,封口板,66.3,1.1,,2,,14,7.850,16030.01,,,封口板,,,,,,,,,,,

,,斜撐板,66.3,0.77,2,2,4.00,14,7.850,22442.02,,,斜撐板,,,,,,,,,,,

,,封堵板,66.3,0.05,2,2,4.00,8,7.850,832.73,,,封堵板,,,,,,,,,,,

,,止?jié){鐵皮,66.3,0.95,2,2,4.00,6,7.850,11866.37,,,止?jié){鐵皮,,,,,,,,,,9955168.96098326,66813.2145

鋼筋合計(jì)(kg),,97251.25,,幅數(shù),75,,,總計(jì)(kg),7293843.66,,鋼筋合計(jì)(kg),,35963.86,,幅數(shù),74,,,總計(jì)(kg),2661325.30,,,48127,206.8520573

,,,,,,,,,,,,,,,,,,,,,,,206.8520573,

地下連續(xù)墻鋼筋統(tǒng)計(jì)表,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,

墻型,,先行幅,,墻段剖面,2-2剖面,,,計(jì)量單位,1幅,,墻型,,嵌幅,,墻段剖面,2-2剖面,,,計(jì)量單位,1幅,,,,

墻高(m),,64.6,,墻寬(m),5.5,,,幅寬(m),1.2,,墻高(m),,64.6,,墻寬(m),4.5,,,幅寬(m),1.2,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,

鋼筋編號(hào),分類名稱,,單根長(zhǎng)度(m),間距參數(shù)(m),分類數(shù),,分類總長(zhǎng)(m),鋼筋直徑(mm),比重(kg),總重(kg),鋼筋編號(hào),分類名稱,,單根長(zhǎng)度(m),間距參數(shù)(m),分類數(shù),,分類總長(zhǎng)(m),鋼筋直徑(mm),比重(kg),總重(kg),,,

,,,,,組,根,,,,,,,,,,組,根,,,,,,,

1,"豎向

主筋",開挖面,42.1,0.2,,28,1178.80,36,7.990,9419.03,1,"豎向

主筋",開挖面,42.1,0.2,,23,968.30,36,7.990,7737.06,,,

14,,開挖面,22,0.4,,14,308.00,25,3.853,1186.84,14,,開挖面,22,0.4,,12,264.00,25,3.853,1017.29,,,

1,,錨入圈梁,0.7,0.2,,28,19.60,36,7.990,156.61,1,,錨入圈梁,0.7,0.2,,23,16.10,36,7.990,128.64,,,

4,,迎土面,42.1,0.2,,28,1178.80,36,7.990,9419.03,4,,迎土面,42.1,0.2,,23,968.30,36,7.990,7737.06,,,

14,,迎土面,22,0.4,,14,308.00,25,3.853,1186.84,14,,迎土面,22,0.4,,12,264.00,25,3.853,1017.29,,,

4,,錨入圈梁,0.7,0.2,,28,19.60,36,7.990,156.61,4,,錨入圈梁,0.7,0.2,,23,16.10,36,7.990,128.64,,,

2,附加筋,開挖面,29.8,0.4,,14,417.20,36,7.990,3333.58,2,附加筋,開挖面,29.8,0.4,,12,357.60,36,7.990,2857.35,,,

3,,開挖面,25.3,0.4,,14,354.20,36,7.990,2830.18,3,,開挖面,25.3,0.4,,12,303.60,36,7.990,2425.87,,,

16,,開挖面,15.3,0.2,,28,428.40,36,7.990,3423.07,16,,開挖面,15.3,0.2,,23,351.90,36,7.990,2811.81,,,

5,水平筋,,5.5,0.2,2,137,1507.00,25,3.853,5807.04,5,水平筋,,4.5,0.2,2,137,1233.00,25,3.853,4751.21,,,

6,水平筋,,5.5,0.2,2,74,814.00,22,2.984,2429.02,6,水平筋,,4.5,0.2,2,74,666.00,22,2.984,1987.38,,,

15,水平筋,,5.5,0.4,2,55,605.00,16,1.578,954.90,15,水平筋,,4.5,0.4,2,55,495.00,16,1.578,781.28,,,

7,籠頂拉結(jié)筋,,1.46,,,9,13.14,16,1.578,20.74,7,籠頂拉結(jié)筋,,1.46,,,9,13.14,16,1.578,20.74,,,

8,導(dǎo)管倉(cāng)限位筋,豎向,64.1,,2,5,641.00,16,1.578,1011.72,8,導(dǎo)管倉(cāng)限位筋,豎向,64.1,,2,5,641.00,16,1.578,1011.72,,,

11,,水平,0.8,0.6,2,107,171.20,16,1.578,270.21,11,,水平,0.8,0.6,2,107,171.20,16,1.578,270.21,,,

,端頭筋,,,,,,,,,,,端頭筋,M筋,1.8,0.4,2,161,579.60,16,1.578,914.81,,,

,,,,,,,,,,,,,豎向,64.8,,,2,129.60,16,1.578,204.55,,,

9,桁架筋,縱向,1.6,1.26,8,51,652.80,25,3.853,2515.48,9,桁架筋,縱向,1.4,1.26,6,51,428.40,25,3.853,1650.79,,,

10,,橫向,6.125,4,4,17,416.50,22,2.984,1242.86,10,,橫向,6.125,4,4,17,416.50,22,2.984,1242.86,,,

,墊塊,,0.3,0.25,2,42,84.00,5,7.850,247.28,,墊塊,,0.3,0.25,2,42,84.00,5,7.850,247.28,,,

,吊點(diǎn),,2.72,,,15,40.80,40,9.865,402.48,,吊點(diǎn),,2.72,,,15,40.80,40,9.865,402.48,,,

,擱置點(diǎn),,0.8,,2,18,28.80,40,9.865,284.10,,擱置點(diǎn),,0.8,,2,18,28.80,40,9.865,284.10,,,

,吊筋,,2,,,4,8.00,32,6.313,50.51,,吊筋,,2,,,4,8.00,32,6.313,50.51,,,

,吊環(huán),,1.1,,,4,4.40,40,9.865,43.40,,吊環(huán),,1.1,,,4,4.40,40,9.865,43.40,,,

,扶壁柱預(yù)埋,,2.84,0.2,2,101,573.68,12,0.888,509.32,,扶壁柱預(yù)埋,,2.84,0.2,2,101,573.68,12,0.888,509.32,,,

,樓層邊梁預(yù)埋,,0.85,0.2,6,28,142.80,12,0.888,126.78,,樓層邊梁預(yù)埋,,0.85,0.2,6,23,117.30,12,0.888,104.14,,,

,圍檁梁預(yù)埋,,1.35,0.2,6,28,226.80,12,0.888,201.36,,圍檁梁預(yù)埋,,1.35,0.2,6,23,186.30,12,0.888,165.40,,,

,承臺(tái)預(yù)埋,接駁器,0.5,0.15,2,37,37.00,20,2.466,91.25,,承臺(tái)預(yù)埋,接駁器,0.5,0.15,2,30,30.00,20,2.466,73.98,,,

,,預(yù)埋筋,1.15,0.15,2,37,85.10,20,2.466,209.87,,,預(yù)埋筋,1.15,0.15,2,30,69.00,20,2.466,170.