1、1钢筋按规格汇总表规 格直 径重 量(kg)分 类净用量(吨)消耗量(吨)660圆10内钢 筋006.56.508801010012120圆10上钢 筋100.34102.346141410034010100螺纹25内钢筋1207.1471231.2912120141410034016160181812100420200222260679825253790052828025上钢筋003232038380L660冷拔丝00L10100冷扎扭筋00YL0预应力筋0000总重量1307.4871333.637平米含量1.21.2建筑面积：1111序号原位标注上下部判断跨数选择一、二排判断左右侧挑梁还2、是端部支座判断钢筋根数钢筋规格单件长度计算钢筋总长重量 kg说明1KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)2225集中标注22541950839003235393422构造筋422416781667124978494214抗扭筋214414868297210034058100/200/4箍筋3跨时中间跨1548277942791568100(2)箍筋3跨时右侧挑梁2781510400157422 2/2上部支座2一排伸入支座2224000800023890上部支座2二3、排伸入支座22231006200185158422 2/2上部支座3一排伸入支座2224000800023890上部支座3二排伸入支座22231006200185159225下部第1跨一排伸入支座2255150103003971910418下部第2跨一排伸入支座4186804272165440711318下部第3跨一排伸入支座3184604138122761112222上部3跨时一排右侧挑梁 伸入支座222404280832413913218下部3跨时一排右侧挑梁 伸入支座218284556901137514225上部1跨时一排左侧端部 伸入支座225204240831574615318下部14、跨时一排左侧端部 伸入支座31846041381227611序号框架名称代码3代码4原位标注上下部判 断跨数选择一、二排判断钢筋根数钢筋规格左右侧挑梁支座判断单件长度计 算钢筋总长KL1(3A)11KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)21225集中标注225419508390031422构造筋4224167816671241214抗扭筋21441486829721跨时拉筋518100/200/4箍筋3跨时1548中间跨2779427915618100(2)箍筋3跨时278右侧挑5、梁1510400151上部纵筋71422 2/2上部支座2一排222伸入支座4000800081上部支座2二排222伸入支座3100620091422 2/2上部支座3一排222伸入支座40008000101上部支座3二排222伸入支座310062002下部纵筋111225下部第1跨一排225伸入支座515010300121418下部第2跨一排418伸入支座680427216131318下部第3跨一排318伸入支座4604138123上部挑梁141222上部3跨时一排222右侧挑梁伸入支座404280834下部挑梁151218下部3跨时一排218右侧挑梁伸入支座284556905右侧端部上部66、右侧端部下部7上部左侧挑梁8上部左侧端部161225上部1跨时一排225左侧端部伸入支座204240839下部左侧挑梁10下部左侧端部171318下部1跨时一排318左侧端部伸入支座460413812重量 kg说明小于等于2535大于2539A右341150部位名称全长集中标注锚固长度构造筋锚固长度抗扭筋锚固长度KL1(3A)KL1(3A)集中标注锚固800A左16550800528336323539KL1(3A)构造筋锚固528A左212350800528336497849KL1(3A)抗扭筋锚固336A左315950800528336100340KL1(3A)A左41875080052837、36KL1(3A)A左522350800528336KL1(3A)A左625950800528336KL1(3A)A左729550800528336KL1(3A)A左83315080052833623890KL1(3A)A左93675080052833618515KL1(3A)A左1040350800528336KL1(3A)A右1955080052833623890KL1(3A)A右21315080052833618515KL1(3A)A右315950800528336KL1(3A)A右419550800528336KL1(3A)A右523150800528336KL1(3A)A右626758、0800528336KL1(3A)A右730350800528336KL1(3A)A右833950800528336KL1(3A)A右937550800528336KL1(3A)A右1041150800528336KL1(3A)无139501000528336KL1(3A)无297501000528336KL1(3A)无3133501000528336KL1(3A)无4161501000528336KL1(3A)无5197501000528336KL1(3A)无6233501000528336KL1(3A)无7269501000528336KL1(3A)无8305501000528336KL19、(3A)无9341501000528336KL1(3A)无10377501000528336KL1(3A)B112150600528336KL1(3A)B21575060052833639719KL1(3A)B318550600528336KL1(3A)B422150600528336KL1(3A)B52575060052833654407KL1(3A)B629350600528336KL1(3A)B732950600528336KL1(3A)B83655060052833627611KL1(3A)B940150600528336KL1(3A)B1043750600528336KL1(3A)K10、L1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)24139KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL11、1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)11375KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL112、(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL13、1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)15746KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)KL1(3A)27611KL1(3A)KL1(3A)框架梁设置Lae选择梁说明KL1(3A)HRB335普通钢筋HRB335普通钢筋梁断面(宽*高)300*600d25d25225225箍筋设置8100/200/4C25C25第1跨集中标注225三级抗震等 级三级抗震等 级22531814、构造筋422353928003600抗扭筋214框架梁类型跨跨数数8100(2)400抗震等级（箍筋加密区）1级抗震加密区A右3支支座座1 1422 2/2422 2/2422 2/2422 2/2第2跨第3跨422 2/2418422 2/2318580036004008100(2)4008100(2)支支座座2 2支支座座3 3第1跨3600422 2/2222422 2/2第4跨第5跨422 2/2218422 2/2280036004008100(2)4008100(2)支支座座4 4支支座座5 5第3跨3600第6跨第7跨360036004008100(2)4008100(2)支支座15、座6 6支支座座7 7第5跨3600第8跨第9跨360036004008100(2)4008100(2)支支座座8 8支支座座9 9第7跨3600第10跨360036004008100(2)4008100(2)支支座座1010支支座座1111第9跨3600123456789101112131415部位名称左侧挑梁箍筋符号各跨箍筋符号右侧挑梁箍筋符号左侧挑梁箍筋个数各跨箍筋个数右侧挑梁箍筋个数左侧挑梁钢筋规格各跨钢筋规格右侧挑梁钢筋规格左侧跨数中跨数右侧跨数左侧挑梁双肢箍左侧挑梁四肢箍A左18100(2)8100/200/426.544881跨时1跨时15102779A左28100(2)810016、/200/426.5110882跨时2跨时15102779A左38100(2)8100/200/426.5154883跨时3跨时15102779A左48100(2)8100/200/426.5190884跨时4跨时15102779A左58100(2)8100/200/426.5234885跨时5跨时15102779A左68100(2)8100/200/426.5278886跨时6跨时15102779A左78100(2)8100/200/426.5322887跨时7跨时15102779A左88100(2)8100/200/426.5366888跨时8跨时15102779A左98100(2)81017、0/200/426.5410889跨时9跨时15102779A左108100(2)8100/200/426.54548810跨时10跨时15102779A右18100/200/4 8100(2)4456.5881跨时1跨时A右28100/200/4 8100(2)11034.5882跨时2跨时A右38100/200/4 8100(2)15426.5883跨时3跨时A右48100/200/4 8100(2)19034.5884跨时4跨时A右58100/200/4 8100(2)23434.5885跨时5跨时A右68100/200/4 8100(2)27834.5886跨时6跨时A右78100/218、00/4 8100(2)32234.5887跨时7跨时A右88100/200/4 8100(2)36634.5888跨时8跨时A右98100/200/4 8100(2)41034.5889跨时9跨时A右108100/200/4 8100(2)45434.58810跨时10跨时无18100/200/44481跨时无28100/200/411082跨时无38100/200/415483跨时无48100/200/419084跨时无58100/200/423485跨时无68100/200/427886跨时无78100/200/432287跨时无88100/200/436688跨时无98100/200/19、441089跨时无108100/200/4454810跨时B18100(2)8100/200/4 8100(2)26.54456.58881跨时1跨时1跨时 15102779B28100(2)8100/200/4 8100(2)26.511034.58882跨时2跨时2跨时 15102779B38100(2)8100/200/4 8100(2)26.515426.58883跨时3跨时3跨时 15102779B48100(2)8100/200/4 8100(2)26.519034.58884跨时4跨时4跨时 15102779B58100(2)8100/200/4 8100(2)26.52343420、.58885跨时5跨时5跨时 15102779B68100(2)8100/200/4 8100(2)26.527834.58886跨时6跨时6跨时 15102779B78100(2)8100/200/4 8100(2)26.532234.58887跨时7跨时7跨时 15102779B88100(2)8100/200/4 8100(2)26.536634.58888跨时8跨时8跨时 15102779B98100(2)8100/200/4 8100(2)26.541034.58889跨时9跨时9跨时 15102779B108100(2)8100/200/4 8100(2)26.545434.58821、810跨时10跨时10跨时 1510277916171819中间双肢箍中间四肢箍右侧挑梁双肢箍右侧挑梁四肢箍条件计算程序15102779A右3左侧挑梁箍筋符号钢筋根数钢筋规格跨数15102779000015102779各跨箍筋符号钢筋根数钢筋规格跨数151027798100/200/415483跨时15102779右侧挑梁箍筋符号钢筋根数钢筋规格跨数151027798100(2)2783跨时151027791510277915102779151027791510277915102779151027791510277915102779151027791510277915102779151027722、91510277915102779151027791510277915102779151027791510277915102779151027791510277915102779151027791510277915102779151027791510277915102779151027791510277915102779151027791510277915102779151027791510277915102779151027791510277915102779151027791510277915102779151027791510277915102779151027791510277915123、02779151027791510277915102779箍筋个数计算引用11-10跨右侧挑梁左侧挑梁部位名称左侧挑梁长度左侧挑梁双肢箍左侧挑梁四肢箍14456.526.5A左125500026634.5A左2中间双肢箍中间四肢箍34426.5A左31510277943634.5A左4右侧挑梁双肢箍右侧挑梁四肢箍54434.5A左51510277964434.5A左674434.5A左784434.5A左894434.5A左9104434.5A左10A右1A右2A右3A右4A右5A右6A右7A右8A右9A右10无1无2无3无4无5无6无7无8无9无10B1B2B3B4B5B6B7B8B9B1024、右侧长度B1A右1 5550无139503950B2A右2 3350无297509750B3A右3 2550无31335013350B4A右4 3350无41615016150B5A右5 3350无51975019750B6A右6 3350无62335023350B7A右7 3350无72695026950B8A右8 3350无83055030550B9A右9 3350无93415034150B10A右10 3350无103775037750左侧挑梁长度序号 项目数情况说明LEN值 数值提取钢筋根数1提取钢筋根数2提取钢筋根数3提取钢筋种类1提取钢筋种类2提取钢筋种类3排数1 排数2 排数3 25、支座情况111422 2/284422一排伸入支座2422 2/28942222一排一排伸入支座3422 2/281242222一排一排伸入支座4422 2/281342222一排一排二排伸入支座5422 2/28184222一排一排二排伸入支座6422 2/281442222一排二排二排伸入支座7422 2/28112222一排二排伸入支座8422 2/288222222一排二排伸入支座12422 2/284422一排伸入支座2422 2/28942222一排一排伸入支座3422 2/281242222一排一排伸入支座4422 2/281342222一排一排二排伸入支座5422 2/281826、4222一排一排二排伸入支座6422 2/281442222一排二排二排伸入支座7422 2/28112222一排二排伸入支座8422 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抗震等级2数据框架梁类型跨数抗震等级2HPB235普通钢筋d25C20一、二级抗震等级1级抗震加密区2A左1HRB335普通钢筋d25C25三级抗震等 级2、4级抗震加密区1.5A右2HRB335环氧树57、脂涂层钢筋C30B3HRB400RRB400普通钢筋C35无4HRB400RRB400环氧树脂涂层钢筋C405678910钢筋种类钢筋直径混凝土强度等级抗震等级Lae数值排序编号钢筋种类钢筋直径混凝土强度等级HRB335普通钢筋d25C20一、二级抗震等级44d1HRB335普通钢筋d25C20HRB335普通钢筋d25C20一、二级抗震等级49d2HRB335环氧树脂涂层钢筋d25C20一、二级抗震等级55d3HRB335环氧树脂涂层钢筋d25C20一、二级抗震等级61d4HRB335普通钢筋d25C20三级抗震等 级41d5HRB335普通钢筋d25C20三级抗震等 级45d6HRB33558、环氧树脂涂层钢筋d25C20三级抗震等 级51d7HRB335环氧树脂涂层钢筋d25C20三级抗震等 级56d8HRB335普通钢筋d25C25一、二级抗震等级38d9HRB335普通钢筋d25C25一、二级抗震等级42d10HRB335环氧树脂涂层钢筋d25C25一、二级抗震等级48d11HRB335环氧树脂涂层钢筋d25C25一、二级抗震等级53d12HRB335普通钢筋d25C25三级抗震等 级35d13HRB335普通钢筋d25C25三级抗震等 级39d14HRB335环氧树脂涂层钢筋d25C25三级抗震等 级44d15HRB335环氧树脂涂层钢筋d25C25三级抗震等 级48d16H59、RB335普通钢筋d25C30一、二级抗震等级34d17HRB335普通钢筋d25C30一、二级抗震等级38d18HRB335环氧树脂涂层钢筋d25C30一、二级抗震等级43d19HRB335环氧树脂涂层钢筋d25C30一、二级抗震等级47d20HRB335普通钢筋d25C30三级抗震等 级31d21HRB335普通钢筋d25C30三级抗震等 级34d22HRB335环氧树脂涂层钢筋d25C30三级抗震等 级39d23HRB335环氧树脂涂层钢筋d25C30三级抗震等 级43d24HRB335普通钢筋d25C35一、二级抗震等级31d25HRB335普通钢筋d25C35一、二级抗震等级34d260、6HRB335环氧树脂涂层钢筋d25C35一、二级抗震等级39d27HRB335环氧树脂涂层钢筋d25C35一、二级抗震等级43d28HRB335普通钢筋d25C35三级抗震等 级29d29HRB335普通钢筋d25C35三级抗震等 级31d30HRB335环氧树脂涂层钢筋d25C35三级抗震等 级36d31HRB335环氧树脂涂层钢筋d25C35三级抗震等 级39d32HRB335普通钢筋d25C40一、二级抗震等级29d33HRB335普通钢筋d25C40一、二级抗震等级32d34HRB335环氧树脂涂层钢筋d25C40一、二级抗震等级36d35HRB335环氧树脂涂层钢筋d25C40一、61、二级抗震等级39d36HRB335普通钢筋d25C40三级抗震等 级26d37HRB335普通钢筋d25C40三级抗震等 级29d38HRB335环氧树脂涂层钢筋d25C40三级抗震等 级33d39HRB335环氧树脂涂层钢筋d25C40三级抗震等 级36d40HRB400RRB400普通钢筋d25C20一、二级抗震等级53d41HRB400RRB400普通钢筋d25C20一、二级抗震等级58d42HRB400RRB400环氧树脂涂层钢筋d25C20一、二级抗震等级66d43HRB400RRB400环氧树脂涂层钢筋d25C20一、二级抗震等级73d44HRB400RRB400普通钢筋d25C262、0三级抗震等 级49d45HRB400RRB400普通钢筋d25C20三级抗震等 级53d46HRB400RRB400环氧树脂涂层钢筋d25C20三级抗震等 级61d47HRB400RRB400环氧树脂涂层钢筋d25C20三级抗震等 级67d48HRB400RRB400普通钢筋d25C25一、二级抗震等级46d49HRB400RRB400普通钢筋d25C25一、二级抗震等级51d50HRB400RRB400环氧树脂涂层钢筋d25C25一、二级抗震等级57d51HRB400RRB400环氧树脂涂层钢筋d25C25一、二级抗震等级63d52HRB400RRB400普通钢筋d25C25三级抗震等 级63、42d53HRB400RRB400普通钢筋d25C25三级抗震等 级46d54HRB400RRB400环氧树脂涂层钢筋d25C25三级抗震等 级53d55HRB400RRB400环氧树脂涂层钢筋d25C25三级抗震等 级58d56HRB400RRB400普通钢筋d25C30一、二级抗震等级41d57HRB400RRB400普通钢筋d25C30一、二级抗震等级45d58HRB400RRB400环氧树脂涂层钢筋d25C30一、二级抗震等级51d59HRB400RRB400环氧树脂涂层钢筋d25C30一、二级抗震等级56d60HRB400RRB400普通钢筋d25C30三级抗震等 级37d61HRB64、400RRB400普通钢筋d25C30三级抗震等 级41d62HRB400RRB400环氧树脂涂层钢筋d25C30三级抗震等 级47d63HRB400RRB400环氧树脂涂层钢筋d25C30三级抗震等 级51d64HRB400RRB400普通钢筋d25C35一、二级抗震等级37d65HRB400RRB400普通钢筋d25C35一、二级抗震等级41d66HRB400RRB400环氧树脂涂层钢筋d25C35一、二级抗震等级47d67HRB400RRB400环氧树脂涂层钢筋d25C35一、二级抗震等级51d68HRB400RRB400普通钢筋d25C35三级抗震等 级34d69HRB400RRB4065、0普通钢筋d25C35三级抗震等 级38d70HRB400RRB400环氧树脂涂层钢筋d25C35三级抗震等 级43d71HRB400RRB400环氧树脂涂层钢筋d25C35三级抗震等 级47d72HRB400RRB400普通钢筋d25C40一、二级抗震等级34d73HRB400RRB400普通钢筋d25C40一、二级抗震等级38d74HRB400RRB400环氧树脂涂层钢筋d25C40一、二级抗震等级43d75HRB400RRB400环氧树脂涂层钢筋d25C40一、二级抗震等级47d76HRB400RRB400普通钢筋d25C40三级抗震等 级31d77HRB400RRB400普通钢筋d2566、C40三级抗震等 级34d78HRB400RRB400环氧树脂涂层钢筋d25C40三级抗震等 级39d79HRB400RRB400环氧树脂涂层钢筋d25C40三级抗震等 级43d80HPB235普通钢筋C20一、二级抗震等级36d81HPB235普通钢筋C20三级抗震等 级33d82HPB235普通钢筋C25一、二级抗震等级31d83HPB235普通钢筋C25三级抗震等 级28d84HPB235普通钢筋C30一、二级抗震等级27d85HPB235普通钢筋C30三级抗震等 级25d86HPB235普通钢筋C35一、二级抗震等级25d87HPB235普通钢筋C35三级抗震等 级53d88HPB235普通钢筋C40一、二级抗震等级23d89HPB235普通钢筋C40三级抗震等 级21d90抗震等级Lae数值三级抗震等 级41