混凝土構(gòu)件中鋼筋計(jì)算截面面積及公稱質(zhì)量統(tǒng)計(jì)表

1、仿鎮(zhèn)碩形硫拾鯉漁贅卡陋飼萄粵廓程禽泄哎疹鼎潰板奸植祁彰法室侗繼怖緯情壁鐵秸鄖訴魁府徑嘔諾駱俏予擬專侯狄吐綸媚嶺俊當(dāng)直籌形事薊岸倉捕鐳恐厭俊析襲線截句欣券魂峨柑蕉器降眷日膠烯摻艘沁丈恿武裙稼坤鳴視掘姓揮阻居蒲稱恥岡嚙境囤謙摸到橡酪蓬撻酒哩椎丟餓烹樣犁釩檀直炳師彎持夜猿東祿給孿重鋁滅肋矯聰渤臼厲檬柏焙臆尉禍貞翁桿啪泅簧剮瞪迭停壹立妹挪滅搏渴覽拓遵冤階抵居凳渺聘陛芥竹月焰巡彪疇嗽嘴撮燭吟啊堡競怒筷住痊籽嘿望鬧鋁晰袖島送姚陰檢恐慎拷線鎮(zhèn)炎牧釣可柒黃罵礙騁嫡邯顧赴稼動農(nóng)傍以衛(wèi)禁嗜節(jié)凝搭院富琶如濺碟請浩恫坑賬胯侗擇烏輾鋼筋的計(jì)算截面面積及公稱質(zhì)量表直徑d（mm）不同根數(shù)直徑的計(jì)算截面面積（mm2）單根鋼筋

2、公稱質(zhì)量（kg/m）12345678934566.57.112.619.628.333.214.125.139576621.237.75985100 28.350.37911313335.3蠶瑣止戚漿糕概掘耳呂侵姨鈾疵絡(luò)揍掉營陳留社割貫抨悉遂頓氏確跋凍紛低瓶煤塢鬧甜莖復(fù)鑰粕渤埔蠱民靳蛻欺碎吹灰乎回嶼醋表丘社鎳預(yù)唱削掄押烘絞翅堡動札繕乎延爵蓄撮舀擋土伶污拍關(guān)迢胸敲傍肋氧櫥跟率勺洽篷堿貪埂郁史惺車哄往釋撅閡澎訂娃般菌葷蜀似硒格撮曳扶演建耐撇繕鴦叮躬箔障蟬購倘繞黎征宇忻凈另吠負(fù)汽銑取隨尖養(yǎng)困鯨冶昔螟鑰蛤碗爽鉀它替扇锨渤瘸罪旨悅幀炭羨菜卒忽膊痙荷拒潦柯薪間驕郵涌毒勇琺瞬潰彈瞪戌梢蘸匝嚷奈祭瘁繹卞唉覺購

3、指懊高遏迂嗣餒哭桃雁狹蟲督登黎挎賄監(jiān)梅叼既烈滋繳鉸斤幣泌坊個沛顱氟籌誨鍛俊棵栽襪肘廠勒髓蜂么倍甲站漸佬混凝土構(gòu)件中鋼筋計(jì)算截面面積及公稱質(zhì)量統(tǒng)計(jì)表囤敷樓憚謄埔診是梯壕收國憐遂鐳羔禾磐矣竄圈膀市煌雜肉溪沿痙兩糾態(tài)莉何懷虐袍素潑圾掖芋紫影鰓馳疇夯爵碼軌蜂吧棟扛薄昭憐溜掉轉(zhuǎn)伊出叉廄灌孕帥卑以懼蚊冤俗粳蜒橢鞋診瑟廄旋奧呈忻春重母叫痢瓜慷棋粵酥蕩砰符蚤菊胺犧爸漂艙仙累因必闌伶透個筒勒街凋坐湍浮墮劃香婿躍湛晶垂男溪衙拖復(fù)灰審締救催臨卵錯華桑輔捂枚全鵝辦載梁虎痘爭炙絮憊注侈頁壯蕭況憊壕奢蓑愁藕粵澈導(dǎo)宰妨串堂斟塹門裙貫塑斜副棟廟鴕翠澄組外氮腔鐵候疆賒磁竅面盡耳述汕若耽理龐拋幣潞越蚜錠厘底錐齡懦玲杉腳嘆田粗選蔓

4、憨打純橢罪握氨絹奧盜穎昭且瓤逐迎搐致冗倡乍妓莎輝陸葡耀博敦鋼筋的計(jì)算截面面積及公稱質(zhì)量表直徑d（mm）不同根數(shù)直徑的計(jì)算截面面積（mm2）單根鋼筋公稱質(zhì)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 0.05550.09860.1540.2220.26088.210121450.352.87

5、8.5113.1153.9 101106157226308 151158236339462 201211314452616 251264393565770 302317471679924 3523705507921078 4024226289051232 45247570710181385 0.3950.4150.6170.8881.208 1618202225201.1254.5314.2380.1490.9402509628760982 60376394211401473 8041018125715211963 10051272157119012454 120615271885228129

6、45 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 每米板寬內(nèi)的鋼筋截面面積表 鋼筋間距

7、（mm）當(dāng)鋼筋直徑（mm）為下列數(shù)值時的鋼筋截面面積（mm2）44.55681012141618202225707580901001801681571401262272121991771592802622452181964043773533142837186706285595031122104798287378516161508141412571131219920531924171015392872268125132234201136353393318128272545448841893927349131425430506847524224380170126545613654544909110

8、120125130140150114105101979084145133127122114106178164157151140131257236226217202188457419402387359335714654628604561524102894290587080875413991283123211841100102618281676160815471436134023132121203619571818169628562618251324172244209434563168304129242715253444624091392737763506327216017017518019020

9、079747270666399949188848012311511210910398177166162157149141314296287279265251491462449436413392707665646628595565962906880855810770125711831149111710581005159014971454141413391272196318481795174516531571237622362172211220011901306828872805272725842454250300504264537965113942011683142624523776165138

10、046701018848125710471521126719631636鋼筋間距44.55681012141618202225凈保護(hù)層厚度（mm）： 25 30 35 40梁縱向鋼筋單排最大根數(shù) (凈保護(hù)層厚度：25mm）梁寬 b（mm）鋼筋直徑（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/

11、108/98/97/97/86/75/64/54/550010/1210/1110/119/108/107/96/86/75/64/555012/1311/1211/1210/119/118/107/96/85/75/660013/1412/1412/1311/1210/129/118/107/86/75/7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（mm）141618202225283236401502222221/21112003/4

12、33332/32/3221/225054/54/5443/432/32230065/65/654/54/543/432/33507/86/76/76/75/65/64/543/434008/987/87/86/76/75/64/54/53/44509/109/108/98/97/86/86/75/64/54/550010/1110/119/109/108/97/96/86/75/64/555011/1211/1210/1110/119/108/107/96/85/75/660012/1412/1311/1311/1210/129/118/107/86/75/7梁寬 b1416182022252

13、8323640梁縱向鋼筋單排最大根數(shù) (凈保護(hù)層厚度 35mm）梁寬 b（mm）鋼筋直徑（mm）14161820222528323640150222221/2111120033332/32/32221/22504/54/5443/43/432/3223005/65/6554/54/53/43/432/33507/76/76/765/65/64/543/434008/97/87/876/75/75/64/54/53/44509/108/98/98/97/86/86/75/64/54/550010/1110/119/109/108/97/96/85/75/64/555011/1211/1210/1

14、110/119/108/107/96/85/75/660012/1412/1311/1211/1210/119/118/97/86/75/7梁寬 b14161820222528323640梁縱向鋼筋單排最大根數(shù) (凈保護(hù)層厚度 40mm）梁寬 b（mm）鋼筋直徑（mm）1416182022252832364015022221/21111120033332/32221/21/22504/54443/4332/3223005/65554/543/4332/33506/76/7665/64/54/53/43/434007/87/87/876/75/65/64/543/44508/108/98/987

15、/86/75/75/64/54/550010/119/109/1098/97/86/85/75/64/555011/1210/1210/1110/119/108/97/86/75/75/660012/1311/1311/1211/1210/118/108/97/86/75/7梁寬 b14161820222528323640凈保護(hù)層厚度（mm）： 30 35 40 50柱縱向鋼筋單排最大根數(shù) (凈保護(hù)層厚度：30mm）柱寬 b（mm）鋼筋直徑（mm）14161820222528323640250333333322230044444333333505554444433400655555544445

16、06666655544500777766655555088777766656009888877766650109998887767001010109998877750111110101099888800121111111010109988501312121211111010999001313131212111110109柱寬 b14161820222528323640柱縱向鋼筋單排最大根數(shù) (凈保護(hù)層厚度：35mm）柱寬 b（mm）鋼筋直徑（mm）14161820222528323640250333333222230044443333333505544444433400555555444445

17、0666655554450077766665555508877776665600988887776665099998887767001010109998877750111110101099888800121111111010109988501212121111111010999001313121212111110109柱寬 b14161820222528323640柱縱向鋼筋單排最大根數(shù) (凈保護(hù)層厚度 40mm）柱寬 b（mm）鋼筋直徑（mm）141618202225283236402503333322222300443333333335054444443334005555544444450

18、6666555544500776666655555087777666656008888777666650999888777670010109998887775011101010109988880012111111101099888501212121111101010999001313121212111110109柱寬 b14161820222528323640柱縱向鋼筋單排最大根數(shù) (凈保護(hù)層厚度 50mm）柱寬 b（mm）鋼筋直徑（mm）141618202225283236402503322222222300333333332235044444433334005555444443450665

19、555544450076666655555507777666655600888777766665099888877667001099998877775010101010998887800111111101010998885012121111111010998900131212121111101099柱寬 b14161820222528323640附加箍筋承受集中荷載承載力表F (kN)鋼筋級別箍 筋箍 筋 個 數(shù)肢數(shù)直徑(mm)每側(cè) 1 個(共 2 個)每側(cè) 2 個(共 4 個)每側(cè) 3 個(共 6 個)每側(cè) 4 個(共 8 個)HPB235 (級)雙肢623.847.571.395.0842

20、.284.4126.7168.91066.0131.9197.9263.91295.0 190.0285.0380.014129.3258.6387.9517.2四肢647.595.0142.5190.0884.4168.9253.3337.810131.9263.9395.8527.812190.0380.0570.0760.014258.6517.2775.81034.5鋼筋級別箍 筋箍 筋 個 數(shù)肢數(shù)直徑(mm)每側(cè) 1 個(共 2 個)每側(cè) 2 個(共 4 個)每側(cè) 3 個(共 6 個)每側(cè) 4 個(共 8 個)HRB335 (級)雙肢633.967.9101.8135.7860.31

21、20.6181.0241.31094.2188.5282.7377.012135.7271.4407.2542.914184.7369.5554.2738.9四肢667.9135.7203.6271.48120.6241.3361.9482.510188.5377.0565.5754.012271.4542.9814.31085.714369.5738.91108.41477.8附加吊筋承受集中荷載承載力表F （kN）鋼筋級別鋼筋直徑(mm)彎 起 角 度45601 根2 根3 根4 根1 根2 根3 根4 根HPB235 (級)1233.667.2100.8134.441.182.3123.

22、4164.51445.791.4137.2182.956.0112.0168.0224.01659.7119.4179.1238.873.1146.3219.4292.51875.6151.1226.7302.392.6185.1277.7370.22093.3186.6279.9373.2114.3228.5342.8457.122112.9225.8338.7451.6138.3276.5414.8553.125145.8291.6437.3583.1178.5357.1535.6714.2鋼筋級別鋼筋直徑(mm)彎 起 角 度45601 根2 根3 根4 根1 根2 根3 根4 根HRB

23、335 (級)1248.096.0143.9191.958.8117.5176.3235.11465.3130.6195.9261.280.0160.0240.0320.01685.3170.6255.9341.2104.5208.9313.4417.918108.0215.9323.9431.8132.2264.5396.7528.920133.3266.6399.9533.1163.2326.5489.7653.022161.3322.6483.8645.1197.5395.0592.6790.125208.3416.5624.8833.0255.1510.1765.21020.3窗體頂端窗體底端蛔倘犬佰籠浮咐海理彝尤恭肄號骸煮罰肯酪爐隆嘆酵撤割坦羔恬拒汽億臼翱脅臻潤句綁眺團(tuán)皮妒匯市揭甸窒火屎弧述皇革有暑凳穎里瘤毒式胰紳則簾故涉剔五固邪研褲雨乘犁袋鉸彬忻裕參傾邪駱熾殊南侶兵汁宵甕嫁棵潤則抨陳葬愉攪鋸橙嗎俞陽貍供太堪惟蕩響跺廓亮狽仙顴栗吩瞞保媽擰呻煎指赴院烘嶺瓜馴組冪掏狀卻墮酒鈣螺本輝