廣州某房地產(chǎn)項目鋼筋計算表格

labE=laE=33d=33*25=825mm，端支座寬-柱保護層=500-20=480mm，不滿足直錨，需要彎錨,,,,,,,,,,,,,,,11.5,,,,

0.4labE=0.4*33d=0.4*33*25=330mm,,,,,ln1=3600-250-200=3150mm,,,,,,,,,,15.66666667,,,,

端支座彎錨長度=500-20+15*25=855mm,,,,,ln2=4800-200-200=4400mm,,,,,,,,,,,,,,

端支座彎錨長度=500-20+500-20=960mm,,,,,,,,,,,,,,,,,,,

"max(lae,0.5hc+5d)=max(825,0.5*400+5*25)=825mm",,,,,,,,,,,,,,,,,,,

編號,鋼筋名稱,級別,直徑,根數(shù),長度計算公式,長度mm,理論重量Kg/m,總重量Kg,,編號,鋼筋名稱,級別,直徑,長度計算公式,長度mm,根數(shù),理論重量Kg/m,總重量Kg,

1號,上部通長筋,二級,25,2,"（3600*2+4800-250*2）+

（500-20+500-20）*2",13420,3.85,103.334,,1,外圈大箍筋,一級,8,(350-2*20+500-2*20)*2+2*11.9*8,1730.4,95,0.395,64.933,

2號,端支座第一排非通長鋼筋,二級,25,4,3150/3+500-20+500-20,2010,3.85,30.954,,2,里圈小箍筋,一級,8,((350-2*20-2*8-25)/3+25+2*8+(500-2*20))*2+2*11.9*8,1371.73,95,0.395,51.474,

3號,中間支座第一排非通長筋,二級,25,4,4400/3*2+400,3333.33,3.85,51.333,,,,,,,,,,,

4號,架立筋,二級,16,2,4400-4400/3*2+150*2,1766.67,1.58,5.583,,編號,鋼筋名稱,根數(shù)計算公式,根數(shù),,,,,,

4號,架立筋,二級,16,4,3150-3150/3-4400/3+150*2,933.33,1.58,5.899,,1,端跨箍筋加密區(qū),（1000-50）/100+1,11,10.5,,,,,

5號,中間支座第二排非通長筋,二級,25,4,4400/4*2+400,2600,3.85,40.040,,2,端跨箍筋非加密區(qū),（3150-1000*2）/150-1,7,7.666666667,,,,,

6號,第一跨底部鋼筋,二級,25,4,855+3150+825,4830,3.85,74.382,,3,中間跨箍筋加密區(qū),（1000-50）/100+1,11,,,,,,

7號,第二跨底部鋼筋,二級,25,6,4400+825*2,6050,3.85,139.755,,4,中間跨箍筋非加密區(qū),（4400-1000*2）/150-1,15,16,,,,,

6號,第三跨底部鋼筋,二級,25,4,855+3150+825,4830,3.85,74.382,,,,,,,,,,,

6號,底部通長筋,二級,25,4,（3600*2+4800-250*2）+855*2,13210,3.85,203.434,,3,中間跨箍筋加密區(qū),（1000-50）/100+1,11,,,,,,

7號,底部中跨非通長筋,二級,25,2,4400+825*2,6050,3.85,46.585,,4,中間跨箍筋非加密區(qū),（4400-1000*2）/150-1,15,16,,,,,

8號,構(gòu)造筋,二級,16,2,（3600*2+4800-250*2）+2*15*16,11980,1.58,37.857,,5,合計,（11*2+7）*2+（11*2+15）,95,95,,,,,

,,,,,,,,,,編號,鋼筋名稱,級別,直徑,長度計算公式,長度mm,根數(shù)計算式,根數(shù),理論重量Kg/m,總重量Kg

,,,,,,,,,,1,"1、3跨

構(gòu)造筋拉筋",一級,6,（350-2*20）+75*2+2*1.9*6,482.8,(3150-50*2)/300+1)*2,24,0.222,2.572