梁板柱配筋常用数据(整理汇总)(共17页).docx

梁（上部/下部）一排钢筋最多根数（1）12141618202225283032361503/32/32/32/22/22/22/21803/43/33/33/33/32/32/32004/44/44/43/43/33/33/32405/55/54/54/54/44/43/42505/65/55/54/54/54/43/43006/76/76/65/65/65/54/53507/87/87/76/76/76/65/64/54008/98/97/87/86/76/75/65/64509/108/98/97/97/86/75/75/650010/119/108/107/96/86/76/75/655010/119/118/107/97/86/85/760011/1210/129/118/107/97/86/765011/1310/129/118/107/97/870012/1411/139/129/118/107/975013/1511/1410/129/129/118/980012/1511/1310/129/128/1085013/1611/1411/1310/129/1190014/1712/1511/1411/139/1295015/1813/1612/1511/1410/12100015/1914/1713/1612/1510/13110017/2115/1914/1713/1612/14120019/2516/2015/1914/1813/161214161820222528303236注：保护层厚度为25mm和主筋直径的大者。

梁钢筋最大根数（2）剪力墙连梁单排钢筋最多根数梁宽b钢筋直径d（mm）161820222528322003222222504333333004444333350655544340076665544507765550088765注：面筋和底筋相同，钢筋净距按面筋柱钢筋最大根数钢筋的计算截面面积及公称质量表直径d（mm）不同根数直径的计算截面面积（mm2）单根钢筋公称质量（kg/m）12345678934566.57.112.619.628.333.214.125.139576621.237.75985100 28.350.37911313335.362.89814116642.475.4118170199 49.588.0137198232 56.5100.5157226265 63.6113.1177254299 0.05550.09860.1540.2220.26088.210121450.352.878.5113.1153.9 101106157226308 151158236339462 201211314452616 251264393565770 302317471679924 3523705507921078 4024226289051232 45247570710181385 0.3950.4150.6170.8881.208 1618202225201.1254.5314.2380.1490.9402509628760982 60376394211401473 8041018125715211963 10051272157119012454 12061527188522812945 14071781219926613436 16082036251330413927 18102290282734214418 1.5781.9982.4662.9843.853 28323640615.8804.21017.91256.6 1232160820362513 1847241330543770 2463321740725027 3079402150896283 3695482561077540 4310563071258796 49266434814310053 55427238916111310 4.8346.3137.9909.865 住宅类建筑梁配筋面积速查（个人整理）（SATWE结果中，小数点后小于0.1舍，大于0.1进，比如10.09会显示10，10.11则会显示11）1≈112=1.132≈116=2.013≈214=3.084≈216=4.02 or 314=4.625≈218=5.04 or 216+112=5.156≈316=6.03 or 220=6.287≈318=7.65 or 218+116=7.03 or 216+214=7.108≈216=8.04 or 218+214=8.129≈320=9.42 or 218+216=9.06 or 318+114=9.2010≈418=10.20 or 220+216=10.3211≈220+218=11.3212≈420=12.56 or 220+216=10.3213≈320+216=13.4414≈222+220=13.88 or 320+218=14.50 or 418+216=14.2215≈325=14.73 or 422=15.20 or 520=15.70 or 618=15.3016≈225+220=16.08 or 322+218=16.48 or 420+216=16.5817≈225+222=17.40 or 320+318=17.07 or 420+218=17.64 18≈322+220=17.68 or 420+316=18.59 or 718=17.7819≈522=19.00 or 322+318=19.05 or 620=18.8420≈425=19.60 or 422+218=20.30 or 520+216=19.7221≈325+220=20.98 or 422+220=21.4822≈325+222=22.30 or 720=21.9823≈622=22.8024≈525=24.50 or 422+320=24.62≈2526≈425+220=25.8827≈425+222=27.2028≈425+320=29.02 or 625=29.40≈2930≈425+322=31.00 or 525+220=30.78≈31每米板宽内的钢筋截面面积表 钢筋间距（mm）当钢筋直径（mm）为下列数值时的钢筋截面面积（mm2）44.5568101214161820222570758090100180168157140126227212199177159280262245218196404377353314283718670628559503112210479828737851616150814141257113121992053192417101539287226812513223420113635339331812827254544884189392734913142543050684752422438017012654561365454490911012012513014015011410510197908414513312712211410617816415715114013125723622621720218845741940238735933571465462860456152410289429058708087541399128312321184110010261828167616081547143613402313212120361957181816962856261825132417224420943456316830412924271525344462409139273776350632721601701751801902007974727066639994918884801231151121091039817716616215714914131429628727926525149146244943641339270766564662859556596290688085581077012571183114911171058100515901497145414141339127219631848179517451653157123762236217221。