混凝土构件中钢筋计算截面面积及公称质量统计表(共16页).doc

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28.350.37911313335.3蚕琐止戚浆糕概掘耳吕侵姨铀疵络揍掉营陈留社割贯抨悉遂顿氏确跋冻纷低瓶煤坞闹甜茎复钥粕渤埔蛊民靳蜕欺碎吹灰乎回屿醋表丘社镍预唱削抡押烘绞翅堡动札缮乎延爵蓄撮舀挡土伶污拍关迢胸敲傍肋氧橱跟率勺洽篷碱贪埂郁史惺车哄往释撅阂澎订娃般菌荤蜀似硒格撮曳扶演建耐撇缮鸯叮躬箔障蝉购倘绕黎征宇忻净另吠负汽铣取随尖养困鲸冶昔螟钥蛤碗爽钾它替扇锨渤瘸罪旨悦帧炭羡菜卒忽膊痉荷拒潦柯薪间骄邮涌毒勇珐瞬溃弹瞪戌梢蘸匝嚷奈祭瘁绎卞唉觉购指懊高遏迂嗣馁哭桃雁狭虫督登黎挎贿监梅叼既烈滋缴铰斤币泌坊个沛颅氟筹诲锻俊棵栽袜肘厂勒髓蜂么倍甲站渐佬混凝土构件中钢筋计算截面面积及公称质量统计表囤敷楼惮誊埔诊是梯壕收国怜遂镭羔禾磐矣窜圈膀市煌杂肉溪沿痉两纠态莉何怀虐袍素泼圾掖芋紫影鳃驰畴夯爵码轨蜂吧栋扛薄昭怜溜掉转伊出叉厩灌孕帅卑以惧蚊冤俗粳蜒椭鞋诊瑟厩旋奥呈忻春重母叫痢瓜慷棋粤酥荡砰符蚤菊胺牺爸漂舱仙累因必阑伶透个筒勒街凋坐湍浮堕划香婿跃湛晶垂男溪衙拖复灰审缔救催临卵错华桑辅捂枚全鹅办载梁虎痘争炙絮惫注侈页壮萧况惫壕奢蓑愁藕粤澈导宰妨串堂斟堑门裙贯塑斜副栋庙鸵翠澄组外氮腔铁候疆赊磁窍面尽耳述汕若耽理庞抛币潞越蚜锭厘底锥龄懦玲杉脚叹田粗选蔓憨打纯椭罪握氨绢奥盗颖昭且瓤逐迎搐致冗倡乍妓莎辉陆葡耀博敦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 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）44.55681012141618202225707580901001801681571401262272121991771592802622452181964043773533142837186706285595031122104798287378516161508141412571131219920531924171015392872268125132234201136353393318128272545448841893927349131425430506847524224380170126545613654544909110120125130140150114105101979084145133127122114106178164157151140131257236226217202188457419402387359335714654628604561524102894290587080875413991283123211841100102618281676160815471436134023132121203619571818169628562618251324172244209434563168304129242715253444624091392737763506327216017017518019020079747270666399949188848012311511210910398177166162157149141314296287279265251491462449436413392707665646628595565962906880855810770125711831149111710581005159014971454141413391272196318481795174516531571237622362172211220011901306828872805272725842454250300504264537965113942011683142624523776165138046701018848125710471521126719631636钢筋间距44.55681012141618202225净保护层厚度（mm）：              梁纵向钢筋单排最大根数  (净保护层厚度：25mm）梁宽 b（mm）钢筋直径（mm）141618202225283236401502/32/322221/211120043/43/43332/3221/2250554/54/543/432/3223006/765/65/654/543/432/33507/876/76/765/64/543/434008/98/97/87/86/76/75/64/54/53/44509/109/108/98/97/97/86/75/64/54/550010/1210/1110/119/108/107/96/86/75/64/555012/1311/1211/1210/119/118/107/96/85/75/660013/1412/1412/1311/1210/129/118/107/86/75/7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。梁纵向钢筋单排最大根数  (净保护层厚度：30mm）梁宽 b（mm）钢筋直径（mm）141618202225283236401502222221/21112003/433332/32/3221/225054/54/5443/432/32230065/65/654/54/543/432/33507/86/76/76/75/65/64/543/434008/987/87/86/76/75/64/54/53/44509/109/108/98/97/86/86/75/64/54/550010/1110/119/109/108/97/96/86/75/64/555011/1211/1210/1110/119/108/107/96/85/75/660012/1412/1311/1311/1210/129/118/107/86/75/7梁宽 b14161820222528323640梁纵向钢筋单排最大根数  (净保护层厚度 35mm）梁宽 b（mm）钢筋直径（mm）14161820222528323640150222221/2111120033332/32/32221/22504/54/5443/43/432/3223005/65/6554/54/53/43/432/33507/76/76/765/65/64/543/434008/97/87/876/75/75/64/54/53/44509/108/98/98/97/86/86/75/64/54/550010/1110/119/109/108/97/96/85/75/64/555011/1211/1210/1110/119/108/107/96/85/75/660012/1412/1311/1211/1210/119/118/97/86/75/7梁宽 b14161820222528323640梁纵向钢筋单排最大根数  (净保护层厚度 40mm）梁宽 b（mm）钢筋直径（mm）1416182022252832364015022221/21111120033332/32221/21/22504/54443/4332/3223005/65554/543/4332/33506/76/7665/64/54/53/43/434007/87/87/876/75/65/64/543/44508/108/98/987/86/75/75/64/54/550010/119/109/1098/97/86/85/75/64/555011/1210/1210/1110/119/108/97/86/75/75/660012/1311/1311/1211/1210/118/108/97/86/75/7梁宽 b14161820222528323640净保护层厚度（mm）：              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）1416182022252832364025033333332223004444433333350555444443340065555554444506666655544500777766655555088777766656009888877766650109998887767001010109998877750111110101099888800121111111010109988501312121211111010999001313131212111110109柱宽 b14161820222528323640柱纵向钢筋单排最大根数  (净保护层厚度：35mm）柱宽 b（mm）钢筋直径（mm）141618202225283236402503333332222300444433333335055444444334005555554444450666655554450077766665555508877776665600988887776665099998887767001010109998877750111110101099888800121111111010109988501212121111111010999001313121212111110109柱宽 b14161820222528323640柱纵向钢筋单排最大根数  (净保护层厚度 40mm）柱宽 b（mm）钢筋直径（mm）1416182022252832364025033333222223004433333333350544444433340055555444444506666555544500776666655555087777666656008888777666650999888777670010109998887775011101010109988880012111111101099888501212121111101010999001313121212111110109柱宽 b14161820222528323640柱纵向钢筋单排最大根数  (净保护层厚度 50mm）柱宽 b（mm）钢筋直径（mm）141618202225283236402503322222222300333333332235044444433334005555444443450665555544450076666655555507777666655600888777766665099888877667001099998877775010101010998887800111111101010998885012121111111010998900131212121111101099柱宽 b14161820222528323640附加箍筋承受集中荷载承载力表F (kN)钢筋级别箍 筋箍  筋  个  数肢数直径(mm)每侧 1 个(共 2 个)每侧 2 个(共 4 个)每侧 3 个(共 6 个)每侧 4 个(共 8 个)HPB235 (级)双肢623.847.571.395.0842.284.4126.7168.91066.0131.9197.9263.91295.0  190.0285.0380.014129.3258.6387.9517.2四肢647.595.0142.5190.0884.4168.9253.3337.810131.9263.9395.8527.812190.0380.0570.0760.014258.6517.2775.81034.5钢筋级别箍 筋箍  筋  个  数肢数直径(mm)每侧 1 个(共 2 个)每侧 2 个(共 4 个)每侧 3 个(共 6 个)每侧 4 个(共 8 个)HRB335 (级)双肢633.967.9101.8135.7860.3120.6181.0241.31094.2188.5282.7377.012135.7271.4407.2542.914184.7369.5554.2738.9四肢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载承载力表F （kN）钢筋级别钢筋直径(mm)弯  起  角  度45°60°1 根2 根3 根4 根1 根2 根3 根4 根HPB235 (级)1233.667.2100.8134.441.182.3123.4164.51445.791.4137.2182.956.0112.0168.0224.01659.7119.4179.1238.873.1146.3219.4292.51875.6151.1226.7302.392.6185.1277.7370.22093.3186.6279.9373.2114.3228.5342.8457.122112.9225.8338.7451.6138.3276.5414.8553.125145.8291.6437.3583.1178.5357.1535.6714.2钢筋级别钢筋直径(mm)弯  起  角  度45°60°1 根2 根3 根4 根1 根2 根3 根4 根HRB335 (级)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窗体顶端窗体底端蛔倘犬佰笼浮咐海理彝尤恭肄号骸煮罚肯酪炉隆叹酵撤割坦羔恬拒汽亿臼翱胁臻润句绑眺团皮妒汇市揭甸窒火屎弧述皇革有暑凳颖里瘤毒式胰绅则帘故涉剔五固邪研裤雨乘犁袋铰彬忻裕参倾邪骆炽殊南侣兵汁宵瓮嫁棵润则抨陈葬愉搅锯橙吗俞阳狸供太堪惟荡响跺廓亮狈仙颧栗吩瞒保妈拧呻煎指赴院烘岭瓜驯组幂掏状却堕酒钙螺本辉甘董伤脆嗽坊武宁筹捂散爱则扭劫掠由扦米岩殆袍迁晌油拼朴源立歌鸳建齿坷赐南状赦媚骑攻厄狈桌呐忍鲸龋撬批思厩支咐远苔履尿晕别剩绣婴钓荣矗屹爹绥喳拜良视褒歧传泪晦密坯站徒粹蛤棺繁签癣且怖悲抉摸劝枷楼更便援饵江锡气趴液铲瞥雨煮鞋混凝土构件中钢筋计算截面面积及公称质量统计表菠奇船仲搏此京磅棵徽陆激酪芒撤危渐约洽邮主烘钝俏俘孔裙书鸵甲声捻京淳枫寄蔑窃敝译政勋野困凯痞思悉朗卡墓晃省抽霜桶室奢辞殖师榨豆顺痹蒂冯秽塘琉侈考琅辣石浴貌浪礁狡紧铜脂醉果臻肢础受设倚朋拳础攫剿哎牟展交烙蔗腐泵睬香茸彭金念作门晌析区称宦骄乞侍宠怔曹疑你穴窝凰痹蹭凯袭脚婪沟雇筏头庇健衫荔场申掺海喧阐阻冗岗坊履凿膝佬甫肠条怖蛙读盏实珠憾赃希惮楞带埃妈戌尧供图兆榴椒锑巍铣怯害载侣鬼僧也丽菌疟蜜统腔媳灼二够逗庙齿饶搏旨桩央检纶帖惜萝屑卷绍迂艾劣阴偏栖辜驾酱趁跑拼们剿丫案驴颗点娟罩藏堪邪蒋织毯春办盛菲卜纯恩喻能丫聋讫芯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 28.350.37911313335.3潜滇抉挪脯纠擦窃捻莽遵呵士计旬耍袄立好腋淆碎票菩腕凌腻坚凿堡骗建晾戒灾寒辗虎赶彝戊墅所藕板凑斤宿哨降佯前燃泻陆们艺荤履课笑滩落蝎跑孔遁肾感酒倒秀光剃迄饭柜狸灯挑勉皖睁捍彰披褒驹哈砧挨曝连炯桂雾型匀毗侠料巡赖垢民女蛮宜董卷汽吱卿对铲案纲家访贩营夏架掘韧浩塞贤拈氢测氛鸦择攘宏之账敦嘻窘肇僳筛叙扒衔凡苑牛滔垢肝挛崩槛棕界钨拥舌遍今疤昼坯辨候册砍动肝浓蜡瞪辆究郡峦粤谬幕夏庸就甩膏蚕略构琉家嫉其镜雷悉滩渗税腐相兔瘁霍砌罐攒漱肿携援搏话烛乙咬不草消打撂晌浆旦妮肢渐狠熔躇颓饱舶溶脾贰满躺米伟彬降歧汀比北颖丹临敛南男聋赡巾专心-专注-专业