鋼筋配筋詳細(xì)表

1、、鋼筋混凝土板最小配筋量 mm2混凝土標(biāo)號(hào)鋼筋種類(lèi)0.45ft/fy 和0.2%勺 較大值板厚（mm）為下行數(shù)值時(shí)每米寬范圍內(nèi)最小配筋mm90100110120130140150160170C20 ft=1.10HPB2350.236%212236260283307330354378401HRB3350.200%180200220240260280300320340HRB4000.200%180200220240260280300320340C25 ft=1.27HPB2350.272%245272299326354381408435462HRB3350.200%180200220240260

2、280300320340HRB4000.200%180200220240260280300320340C30 ft=1.43HPB2350.306%275306337367398428459490520HRB3350.215%194215237258280301323344366HRB4000.200%180200220240260280300320340C35 ft=1.57HPB2350.336%302336370403437470504538571HRB3350.236%212236260283307330354378401HRB4000.200%18020022024026028030

3、0320340C40 ft=1.91HPB2350.409%368409450491532573614654695HRB3350.287%259287316345373402431459488HRB4000.239%215239263287311335359383406每米板寬內(nèi)的鋼筋截面面積表鋼筋間距（mm當(dāng)鋼筋直徑（mm為下列數(shù)值時(shí)的鋼筋截面面積（mm2678910121416182022252828.338.550.263.678.5113.0 153.9 201.0 254.3314.0 379.9 490.6 615.450565769100512721570226130774019

4、508762807599981370404550718908112116152198287136334486542870098792753775136708481047150720512679339141875066654282068035348162879598114131923251231793925474961337693903144275587078721256171022332826348942225451683810028338550263678511301539201025433140379949066154110257350457578714102813991827231228

5、553454446055951202363214195306549421282167521202617316640895129125226308402509628904123116082035251230403925492413021729638648960487011841546195624152923377447341402022753594545618071099143518172243271435044396150188256335424523754102613401696209325333271410316017724031439749170796212561590196323753

6、066384717016622629637446266590511821496184722352886362017516122028736344964687911481453179421712804351718015721427935343662885511161413174421112726341919014920226433541359581010581339165320002582323920014119225131839356576910051272157019002453307725011315420125431445261580410171256152019632462300941

7、281672122623775136708481047126616352051鋼筋的計(jì)算截面面積及理論質(zhì)量公稱(chēng)直徑/mm不1司根數(shù)鋼筋的計(jì)算截面回積/mm2單根鋼筋理 論質(zhì)里/(kg/m)1234567891011628.357851131411701982262542833110.2226.533.266991331661992322652983323650.261738.5771151541922312693083463854230.302850.21001512012513013524024525025530.3958.252.810615821126431736942247552858

8、10.415963.61271912543183824455095726366990.5001078.51572363143934715506287077858640.61712113.02263394525656787919041017113012430.88814153.9308462615769923107712311385153916921.20916201.040260380410051206140716081809201022111.58018254.3509763101712721526178020352289254327981.99920314.0628942125615701

9、884219825122826314034542.46822379.97601140152019002280266030403419379941792.98625490.69811472196324532944343439254416490653973.85628615.412311846246230773693430849245539615467704.83732803.816082412321540194823562764317235803888426.318361017203530524069508761047122813991567.996梁縱向鋼筋單排最大根數(shù)？(凈保護(hù)層厚度：25m

10、m梁寬b(mm鋼筋直徑(mm141618202225283236401502/32/322221/211120043/43/43332/3221/2250554/54/543/432/3223006/765/65/654/543/432/33507/876/76/765/64/543/434008/98/97/87/86/76/75/64/54/53/44509/109/108/98/97/97/86/75/64/54/550010/1210/1110/119/108/107/96/86/75/64/555012/1311/1211/1210/119/118/107/96/85/75/6600

11、13/1412/1412/1311/1210/129/118/107/86/75/7梁寬b14161820222528323640注：表內(nèi)分?jǐn)?shù)值，其分子為梁上部縱筋單排最大根數(shù)，分母為梁下部鋼筋單排最大根 數(shù)。梁縱向鋼筋單排最大根數(shù) ？（凈保護(hù)層厚度：30mm梁寬b(mm鋼筋直徑（mm141618202225283236401502222221/21112003/433332/32/3221/225054/54/5443/432/32230065/65/654/54/543/432/33507/86/76/76/75/65/64/543/434008/987/87/86/76/75/64/54

12、/53/44509/109/108/98/97/86/86/75/64/54/550010/1110/119/109/108/97/96/86/75/64/555011/1211/1210/1110/119/108/107/96/85/75/660012/1412/1311/1311/1210/129/118/107/86/75/7梁寬b14161820222528323640注：表內(nèi)分?jǐn)?shù)值，其分子為梁上部縱筋單排最大根數(shù)，分母為梁下部鋼筋單排最大根 數(shù)。柱縱向鋼筋單排最大根數(shù)？（凈保護(hù)層厚度：30mm尼b(mm鋼筋直徑（mm1416182022252832364025033333332223

13、004444433333350555444443340065555554444506666655544500777766655555088777766656009888877766650109998887767001010109998877750111110101099888800121111111010109988501312121211111010999001313131212111110109尼b尼b14柱鄉(xiāng)16從向鋼筋18J單排最一20大根數(shù)22?（凈彳岡筋直彳425呆護(hù)層店、（mm28)度：332>5mm3640(mrh14161820222528323640250333333

14、2222300444433333335055444444334005555554444450666655554450077766665555508877776665600988887776665099998887767001010109998877750111110101099888800121111111010109988501212121111111010999001313121212111110109尼b14161820222528323640每米板寬內(nèi)的鋼筋截面面積表鋼筋間距（mrh當(dāng)鋼筋直徑（mm為卜列數(shù)值時(shí)的鋼筋截面面積（m市44.5568101214161820222570180

15、227280404718112216162199287236354488543070127516821226237767010471508205326813393418950686545801571992453536289821414192425133181392747526136901401772183145598731257171022342827349142245454100126159196283503785113115392011254531423801490911011414517825745771410281399182823132856345644621201051331642

16、364196549421283167621212618316840911251011271572264026289051232160820362513304139271309712215121738760487011841547195724172924377614090114140202359561808110014361818224427153506150841061311883355247541026134016962094253432721607999123177314491707962125715901963237630681707494115166296462665906118314

17、9718482236288717572911121622874496468801149145417952172280518070881091572794366288551117141417452112272719066841031492654135958101058133916532001258420063809814125139256577010051272157119012454250506479113201314452616804101812571521196330042536594168262377513670848104712671636鋼筋間距44.5568101214161820

18、2225附加箍筋承受集中荷載承載力表附加箍筋承受集中荷載承載力表F（kN）鋼筋級(jí) 別箍筋箍？筋？個(gè)？數(shù)肢數(shù)直徑(mm)每側(cè)1 個(gè)（共2 個(gè)）每側(cè)2 個(gè)（共4 個(gè)）每側(cè)3 個(gè)（共6 個(gè)）每側(cè)4 個(gè)（共8 個(gè)）HPB235(I級(jí))雙肢623.847.571.395.0842.284.4126.7168.91066.0131.9197.9263.91295.0?190.0285.0380.014129.3258.6387.9517.2四肢647.595.0142.5190.0884.4168.9253.3337.810131.9263.9395.8527.812190.0380.0570.0760.

19、014258.6517.2775.81034.5鋼筋級(jí) 別箍筋箍？筋？個(gè)？數(shù)肢數(shù)直徑(mm)每側(cè)1 個(gè)（共2 個(gè)）每側(cè)2 個(gè)（共4 個(gè)）每側(cè)3 個(gè)（共6 個(gè)）每側(cè)4 個(gè)（共8 個(gè)）HRB335(II 級(jí))雙肢633.967.9101.8135.7860.3120.6181.0241.31094.2188.5282.7377.012135.7271.4407.2542.914184.7369.5554.2738.9四667.9135.7203.6271.48120.6241.3361.9482.5肢10188.5377.0565.5754.012271.4542.9814.31085.714369.5738.91108.41477.8附加吊筋承受集中荷載承載力表附加吊筋承受集中荷載承載力表F(kN)鋼筋級(jí) 別鋼筋直 徑(mm)彎？起？角？度a = 45a = 601根2根3根4根1根2根3根4根HPB235（I級(jí)）1233.667.2100.813