钢筋配筋详细表

1、、钢筋混凝土板最小配筋量 mm2混凝土标 号钢筋种 类0.45ft/fy 和 0.2% 的较 大值板厚(mm)为下行数值时每米宽范围内最小配筋2mm901001101201301401501601700.23637HPB235%21223626028330733035484010.20032C20 ft=1.10HRB335%18020022024026028030003400.20032HRB400%18020022024026028030003400.27243HPB235%24527229932635438140854620.20032C25 ft=1.27HRB335%18020022

2、024026028030003400.20032HRB400%18020022024026028030003400.30649C30 ft=1.43HPB235%2753063373673984284590520HRB3350.215%194215237258280301323344366HRB4000.200%180200220240260280300320340C35 ft=1.57HPB2350.336%302336370403437470504538571HRB3350.236%212236260283307330354378401HRB4000.200%180200220240260

3、280300320340C40 ft=1.91HPB2350.409%368409450491532573614654695HRB3350.287%259287316345373402431459488HRB4000.239%215239263287311335359383406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）678910121416182022252828.338.550.263.678.5113.0153.9201.0254.3314.0379.9490.6615.4505657691005127215702261307740

4、195087628075999813704045507189081121161521982871363344865428700987927537751367084810471507205126793391418750666542820680353481628795981141319232512317939254749613376939031442755870787212561710223328263489422254516838100283385502636785113015392010254331403799490661541102573504575787141028139918272312

5、285534544460559512023632141953065494212821675212026173166408951291252263084025096289041231160820352512304039254924130217296386489604870118415461956241529233774473414020227535945456180710991435181722432714350443961501882563354245237541026134016962093253332714103160177240314397491707962125615901963237

6、530663847170166226296374462665905118214961847223528863620175161220287363449646879114814531794217128043517180157214279353436628855111614131744211127263419190149202264335413595810105813391653200025823239200141192251318393565769100512721570190024533077250113154201254314452615804101712561520196324623009

7、41281672122623775136708481047 1266 1635 2051钢筋的计算截面面积及理论质量公称直径/mm不同根数钢筋的计算截面面积/mm2单根钢筋理论质量/（kg/m）1234567891011628.357851131411701982262542833110.2226.533.266991331661992322652983323650.261738.5771151541922312693083463854230.302850.21001512012513013524024525025530.3958.252.810615821126431736942247552

8、85810.415963.61271912543183824455095726366990.5001078.51572363143934715506287077858640.61712113.02263394525656787919041017113012430.88814153.9308462615769923107712311385153916921.20916201.040260380410051206140716081809201022111.58018254.3509763101712721526178020352289254327981.99920314.0628942125615

9、701884219825122826314034542.46822379.97601140152019002280266030403419379941792.98625490.69811472196324532944343439254416490653973.85628615.412311846246230773693430849245539615467704.83732803.816082412321540194823562764317235803888426.318361017203530524069508761047122813991567.996梁纵向钢筋单排最大根数？净保护层厚度：2

10、5mm）梁宽钢筋直径（mm）b（mm）141618202225283236401502/32/322221/211120043/43/43332/3221/2250554/54/543/432/3223006/765/65/654/543/432/33507/876/76/765/64/543/434008/98/97/87/86/76/75/64/54/53/44509/109/108/98/97/97/86/75/64/54/550010/1210/1110/119/108/107/96/86/75/64/555012/1311/1211/1210/119/118/107/96/85/75

11、/660013/1412/1412/1311/1210/129/118/107/86/75/7梁宽b14161820222528323640注：表内分数值，其分子为梁上部纵筋单排最大根数，分母为梁下部钢筋单排最大根数。梁宽b(mm)钢筋直径（mm）141618202225283236401502222221/21112003/433332/32/3221/225054/54/5443/432/32230065/65/654/54/543/432/33507/86/76/76/75/65/64/543/434008/987/87/86/76/75/64/54/53/44509/109/108/9

12、8/97/86/86/75/64/54/550010/1110/119/109/108/97/96/86/75/64/555011/1211/1210/1110/119/108/107/96/85/75/660012/1412/1311/1311/1210/129/118/107/86/75/7梁宽b14161820222528323640注：表内分数值，其分子为梁上部纵筋单排最大根数，分母为梁下部钢筋单排最大根数。柱纵向钢筋单排最大根数？净保护层厚度：30mm）柱宽b（mm）钢筋直径（mm）141618202225283236402503333333222300444443333335055

13、5444443340065555554444506666655544500777766655555088777766656009888877766650109998887767001010109998877750111110101099888800121111111010109988501312121211111010999001313131212111110109柱宽b14161820222528323640柱纵向钢筋单排最大根数?净保护层厚度：35mm）柱宽b钢筋直径（mm）(mm)141618202225283236402503333332222300444433333335055444

14、444334005555554444450666655554450077766665555508877776665600988887776665099998887767001010109998877750111110101099888800121111111010109988501212121111111010999001313121212111110109柱宽b14161820222528323640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）44.5568101214161820222570180227280404718112216162

15、199287236354488543070127516821226237767010471508205326813393418950686545801571992453536289821414192425133181392747526136901401772183145598731257171022342827349142245454100126159196283503785113115392011254531423801490911011414517825745771410281399182823132856345644621201051331642364196549421283167621

16、212618316840911251011271572264026289051232160820362513304139271309712215121738760487011841547195724172924377614090114140202359561808110014361818224427153506150841061311883355247541026134016962094253432721607999123177314491707962125715901963237630681707494115166296462665906118314971848223628871757291

17、1121622874496468801149145417952172280518070881091572794366288551117141417452112272719066841031492654135958101058133916532001258420063809814125139256577010051272157119012454250506479113201314452616804101812571521196330042536594168262377513670848104712671636钢筋间距44.55681012141618202225附加箍筋承受集中荷载承载力表附加箍

18、筋承受集中荷载承载力表F(kN )钢筋级箍筋箍？筋？个？数别肢直径每侧1每侧2每侧3每侧4数(mm)个（共 2 个）个（共 4 个）个（共6个）个（共 8 个）623.847.571.395.0双842.284.4126.7168.91066.0131.9197.9263.9肢1295.0?190.0285.0380.0HPB23514129.3258.6387.9517.2（I级）647.595.0142.5190.0四884.4168.9253.3337.810131.9263.9395.8527.8肢12190.0380.0570.0760.014258.6517.2775.81034.

19、5箍筋箍？筋？个？数钢筋级直径每侧1每侧2每侧3每侧4别肢数(mm个个个个)（共 2 个）(共 4 个)（共6个）（共 8 个）HRB335双633.967.9101.8135.7860.3120.6181.0241.31094.2188.5282.7377.0肢12135.7271.4407.2542.914184.7369.5554.2738.9667.9135.7203.6271.4四8120.6241.3361.9482.510188.5377.0565.5754.0肢12271.4542.9814.31085.714369.5738.91108.41477.8附加吊筋承受集中荷载承载力表附加吊筋承受集中荷载承载力表F(kN )钢筋级别钢筋直径(mm)弯？起？角？度a= 45 a= 60 1根2根3根4根1根2根3