1、字體顏色綠色藍色粉紅色紅色其它含義固定值應填項中間結果最終結果表頭文字等鋼筋相關數據(新規范)公稱直徑重量計算直徑螺紋鋼外徑(mm)面積受拉鋼筋彎鉤增長值(cm)構造鋼筋彎鉤增長值(cm)標準彎折修正值(cm)公稱直徑R235HRB335HRB400KL400R235螺紋鋼筋光圓鋼筋螺紋鋼筋(mm)(kg/m)(mm)老規范新規范cm290度135度180度90度135度90度135度90度135度90度135度180度90度45度90度45度90度(mm)60.22267.00.28278.36.58.87.38.0680.39589.30.502710.27.36.811.18.711.8

2、9.711.89.710.08.08.08.08100.6171011.311.60.785412.89.18.513.910.914.712.114.712.110.08.08.010.0-0.8-1.310120.8881213.013.91.131015.310.910.216.713.117.714.517.714.510.08.08.010.0-0.5-0.9-0.5-1.512141.211415.516.21.539417.912.711.919.515.220.616.920.616.912.010.010.012.0-0.6-1.1-0.6-1.814161.581617.5

3、18.42.010620.414.613.622.317.423.519.323.519.312.010.010.012.0-0.7-1.2-0.7-2.116182.001820.020.52.544723.016.415.325.019.626.521.826.521.812.010.010.012.0-0.8-1.4-0.8-2.318202.472022.022.73.141625.518.217.027.821.829.424.229.424.212.010.010.015.0-0.9-1.5-0.9-2.620222.982224.025.13.801330.624.032.426

4、.632.426.615.0-0.9-1.7-0.9-2.822253.852527.028.44.908734.827.236.830.236.830.215.0-1.1-1.9-1.1-3.225284.832830.031.66.157538.930.541.233.941.233.920.0-1.2-2.1-1.2-3.628326.313234.535.88.042544.534.847.138.747.138.720.0-1.4-2.4-1.4-4.132367.993639.540.210.178850.139.253.043.553.043.520.0-1.5-2.7-1.5-

5、4.636409.874043.545.112.566455.643.658.848.458.848.422.0-1.7-3.0-1.7-5.2405015.425054.919.640069.654.573.660.522.050鋼鉸線相關數據箍筋彎鉤長度表7.7公稱直徑重量面積箍筋直徑彎鉤長(cm)46.8802.68804.52-704.52(mm)(kg/m)cm2(mm)R235HRB3359.3612.70.7756101012.50.730.938131323.415.21.091.3910161615.241.1021.41218201603注：參考公路橋涵設計手冊基本資料P8

6、36表4-281注：彎鉤的彎曲直徑不應小于被箍的受力主筋的直徑。對于抗扭的箍筋，兩彎鉤之間應設30倍箍筋直徑長度的綁扎段。1451.672.193.225107.49普通鋼筋和預應力直線形鋼筋最小混凝土保護層厚度（m m ）普普通通鋼鋼筋筋和和預預應應力力直直線線形形鋼鋼筋筋最最小小混混凝凝土土保保護護層層厚厚度度（鋼鋼筋筋外外緣緣或或管管道道外外緣緣只只混混凝凝土土表表面面的的距距離離）不不應應小小于于鋼鋼筋筋公公稱稱直直徑徑，后后張張法法構構件件預預應應力力直直線線形形鋼鋼筋筋不不應應小小于于其其管管道道直直徑徑的的1/21/2，且且應應符符合合下下表表的的規規定定。序號構件類別環境條件1

7、基礎、樁基承臺（1）基坑地面有墊層或側面有模板（受力主筋） （2）基坑地面無墊層或側面無模板（受力主筋）4060507560852墩臺身、擋土結構、涵洞、梁、板、拱圈、拱上建筑（受力主筋）3040453人行道構件、欄桿（受力主筋）2025304箍筋2025305緣石、中央分隔帶、護欄等行車道構件3040456收縮、溫度、分布、防裂等表層鋼筋152025注：對于環氧樹脂涂層鋼筋，可按環境類別取用。鋼筋最小錨固長度la(mm)鋼筋種類R235HRB335HRB400,KL400混凝土強度等級C20C25C30C40C20C25C30C40C20C25C30C40受壓鋼筋（直端）40d35d30d2

8、5d35d30d25d20d40d35d30d25d受拉鋼筋直端-40d35d30d25d45d40d35d30d彎鉤端35d30d25d20d30d25d25d20d35d30d30d25d注：（1）d為鋼筋直徑； （2）對于受壓束筋和等代直徑de28mm的受拉束筋的錨固長度，應以等代直徑按表值確定，束筋的各單根鋼筋在同一錨固終點截斷；對于等代直徑de28mm的受拉束筋，束筋內各單根鋼筋，應自錨固起點開始，以表內規定的單根鋼筋的錨固長度的1.3倍，呈階梯形逐根延伸后截斷，即自錨固起點開始，第一根延伸1.3倍單根鋼筋的錨固長度，第二根延伸2.6倍單根鋼筋的錨固長度，第三根延伸3.9倍單根鋼筋的

9、錨固長度； （3）采用環氧樹脂涂層鋼筋時，受拉鋼筋最小錨固長度應增加25； （4）當混凝土在凝固過程中易受擾動時，錨固長度應增加25。預應力鋼筋錨固長度la(mm)預應力鋼筋種類混凝土強度等級C40C45C50C55C60C65鋼絞線1*2，1*3，fpd=1170MPa115d110d105d100d95d90d1*7，fpd=1260MPa130d125d120d115d110d105d螺旋肋鋼絲，fpd=1200MPa95d90d85d83d80d80d刻痕鋼絲，fpd=1070MPa125d115d110d105d103d100d注：（1）當采用驟然放松預應力鋼筋的施工工藝時，錨固長度

10、應從離構件末端0.25ltr處開始，ltr為預應力鋼筋預應力傳遞長度，按本規范表6.1.7采用； （2）當預應力鋼筋的抗拉強度設計值fpd與本表值不同時，其錨固長度應根據表值按強度比例增減。受拉鋼筋綁扎接頭搭接長度鋼筋混凝土強度等級C20C25C25R23535d30d25dHRB33545d40d35dHRB400,KL400-50d45d注：（1）當帶肋鋼筋直徑d大于25mm時，其受拉鋼筋的搭接長度應按表值增加5d采用，當帶肋鋼筋直徑小于25mm時，搭接長度可按表值減少5d采用； （2）當混凝土在凝固過程中受力鋼筋易受擾動時，其搭接長度應增加5d； （3）在任何情況下，受拉鋼筋的搭接長度不

11、應小于300mm，受壓鋼筋的搭接長度不應小于200mm； （4）環氧樹脂涂層鋼筋的綁扎接頭搭接長度，受拉鋼筋按表值的1.5倍采用； （5）受拉區段內，R235鋼筋綁扎接頭的末端應做成彎鉤，HRB335、HRB400、KL400鋼筋的末端可不做成彎鉤。受拉鋼筋端部彎鉤長度計算鋼筋直徑 鋼筋等級 彎曲角度彎曲直徑彎曲長度 平直段最小長度彎鉤總長8190202.28.010.212.810190252.710.012.712.712190303.312.015.312.814190353.814.017.812.716190404.416.020.412.818190454.918.022.912.

12、720190505.520.025.512.812.7681135203.34.07.39.1101135254.15.09.19.1121135304.96.010.99.1141135355.87.012.89.1161135406.68.014.69.1181135457.49.016.49.1201135508.210.018.29.181180204.42.46.88.5101180255.53.08.58.5121180306.63.610.28.5141180357.74.211.98.5161180408.84.813.68.5181180459.95.415.38.52011

13、805011.06.017.08.562135243.53.06.510.882135324.74.08.710.9102135405.95.010.910.9122135487.16.013.110.9142135568.27.015.210.9162135649.48.017.410.91821357210.69.019.610.92021358011.810.021.810.92221358813.011.024.010.925213510014.712.527.210.928213511216.514.030.510.932213512818.816.034.810.936213514

14、421.218.039.210.940213516023.620.043.610.950213520029.525.054.510.910.896290242.46.08.414.08290323.18.011.113.910290403.910.013.913.912290484.712.016.713.914290565.514.019.513.916290646.316.022.313.918290727.118.025.113.920290807.920.027.914.022290888.622.030.613.9252901009.825.034.813.92829011211.0

15、28.039.013.93229012812.632.044.613.93629014414.136.050.113.94029016015.740.055.713.95029020019.650.069.613.913.9163135304.23.07.212.083135405.74.09.712.1103135507.15.012.112.1123135608.56.014.512.1143135709.97.016.912.11631358011.38.019.312.11831359012.79.021.712.120313510014.110.024.112.12231351101

16、5.611.026.612.125313512517.712.530.212.128313514019.814.033.812.132313516022.616.038.612.136313518025.418.043.412.140313520028.320.048.312.150313525035.325.060.312.112.096390302.86.08.814.78390403.88.011.814.810390504.710.014.714.712390605.712.017.714.814390706.614.020.614.716390807.516.023.514.7183

17、90908.518.026.514.7203901009.420.029.414.72239011010.422.032.414.72539012511.825.036.814.72839014013.228.041.214.73239016015.132.047.114.73639018017.036.053.014.74039020018.840.058.814.75039025023.650.073.614.714.7181135203.38.011.312.0101135254.110.014.115.0121135304.912.016.917.062135243.56.09.510

18、.082135324.78.012.713.0102135405.910.015.916.0122135487.112.019.120.0螺旋筋長度計算(cm)附注：本表中所列的數值是根據以下的公式來進行計算：l=2*(*D+30*d+8.5*d)+L/s*(*D)2+s2柱徑計算長度螺徑螺旋筋直徑螺距頂部和底部螺旋筋長每延厘米螺旋筋長總長100910.810633.37028.6063493.9701502500133.50.815897.89327.97870842.89312090145.250.815971.72130.4383711.141130100113.50.815774.74

19、223.7923153.9421403180123.50.815837.57325.88583151.873150100133.50.810900.40541.9525095.605160100143.50.810963.23745.0935472.537180100163.50.8101088.90151.3756226.401100153.50.8101026.06948.2345849.46930140.85149.5658.853415.15511.512.0006.56.000式中，8.5d是按新規范計算的彎鉤長度，30d是錨固長度。56657.810002310.00000290.

20、50000145.25000字體顏色綠色藍色粉紅色紅色其它色含義固定值填寫項目中間結果最終結果表頭文字等箍筋長度計算編號各邊端已知結果中間結果箍筋直徑 鋼筋直徑 中心距離 兩筋夾角彎折角度邊長總長度(不折減)總長度(折減)箍筋外徑鋼筋外徑兩筋中心距切線長弧長長度折減1長邊一端1020152.8729090156.1548.6547.210.022.01.601.601.260.34另一端20909022.01.601.601.260.34短邊一端201109090113.222.01.601.601.260.34另一端20909022.01.601.601.260.34彎鉤一端55.0另一端1

21、長邊一端10884909085.8465.2464.410.08.00.900.900.710.19另一端890908.00.900.900.710.19短邊一端81409090141.88.00.900.900.710.19另一端890908.00.900.900.710.19彎鉤一端55.0另一端字體顏色綠色藍色粉紅色紅色其它色含義固定值填寫項目中間結果最終結果表頭文字等鋼筋長度計算備注鋼筋編號已知結果中間結果箍筋直徑 被箍筋徑 中心距離內外箍搭接長度 箍筋內徑 總長度箍筋外徑 被箍外徑 增加長度1m墩柱220208812283.6284.622.022.04.44202097222101

22、.4340.622.022.04.4520208822292.4312.322.022.04.41m臺柱222228812483.2285.424.024.04.84222296224100.8340.724.024.04.8522228822492.8315.524.024.04.81.2m墩柱22020108122103.6347.522.022.04.442020119222123.4409.722.022.04.452020108222112.4375.122.022.04.41.2m臺柱22222108124103.2348.224.024.04.842222118224122.84

23、09.824.024.04.852222108224112.8378.424.024.04.81.3m墩柱22020118122113.6378.922.022.04.442020130222134.4444.222.022.04.452020118222122.4406.522.022.04.41.2m墩樁3222210012595.2324.124.024.04.86222294.46222599.3337.024.024.04.81.5m墩樁32222130125125.2418.324.024.04.862222124.462225129.3431.224.024.04.81.2m臺樁

24、3252510012594.6322.227.027.05.46252594.40822599.8338.527.027.05.41.5m臺樁32525130125124.6416.427.027.05.462525119.848225125.2418.327.027.05.41.2m肋臺樁3252510012594.6322.227.027.05.462525124.002225129.4431.527.027.05.41.5m肋臺樁32525130125124.6416.427.027.05.462525154.003225159.4525.827.027.05.4字體顏色綠色藍色粉紅色紅

25、色其它色含義固定值填寫項目中間結果最終結果表頭文字等鋼筋長度計算鋼筋編號端已知結果中間結果鋼筋直徑 被箍鋼筋 中心距離 兩筋夾角 彎鉤角度邊長總長度鋼筋外徑 被箍外徑 增加長度 彎鉤長承臺1一端22225609090564.8583.424.024.02.49.3另一端22909024.02.49.32一端22222109090214.8233.424.024.02.49.3另一端22909024.02.49.33一端12122109090212.6222.813.313.31.35.1另一端12909013.31.35.14一端12221409090143.8154.013.324.01.9

26、5.1另一端22909024.01.95.15一端12225609090563.8574.013.324.01.95.1另一端22909024.01.95.16一端22221087.572490901092.41111.024.024.02.49.3另一端22909024.02.49.37一端12229709090973.8984.013.324.01.95.1另一端22909024.01.95.19一端16221409090144.2157.617.524.02.16.7另一端22909024.02.16.71一端25201350901355.01355.027.022.02.5另一端209

27、022.02.51一端121030459033.243.413.310.01.65.1另一端10459010.01.65.1鋼筋折減計算1端已知結果中間結果鋼筋直徑被箍直徑兩筋夾角 彎折角度長度折減箍筋外徑鋼筋外徑 兩筋中心距切線長弧長長度折減一端222290901.0024.024.02.402.401.880.5另一端22909024.02.402.401.880.5一端252590901.2027.027.02.702.702.120.6另一端25909027.02.702.702.120.6鋼筋折減計算已知結果中間結果鋼筋等級 鋼筋直徑彎折角度長度折減 鋼筋外徑彎心外徑兩筋中心距切線長

28、弧長232451.334.51207.562.1025.7224.3930m蓋梁編號直徑長度根數共長單位重共重總重長度變化值變化率分級長度級差備注(mm)(cm)(m)(kg/m)(kg)(kg)130120.0923100.92353741244.9#REF!9&161532436.71.57857.9586&1230844123.40.888109.6212628894115.6102.77103263921277.90.617788.51349726456147.891.28344196674.2416.082732876.447.110125810.06.2C30 砼(

29、m3):39.2橋面鋪裝編號直徑長度根數共長單位重共重總重(mm)(cm)(m)(kg/m)(kg)(kg)11025921483836.20.6172366.94741229601303848.02374.2 瀝青砼(m3):46.0FYT-1防水層(m2):778.8C40防水砼(m3):77.9橋面連續編號直徑長度根數共長單位重共重總重(mm)(cm)(m)(kg/m)(kg)(kg)1&20200300600.02.4661479.6 1480210298410298.40.617184.1184瀝青玻璃絲布(m2):180.04X4X3000浸油木條(m3):0.05編號直徑

30、長度根數共長單位重共重總重(mm)(cm)(m)(kg/m)(kg)(kg)1&25142412170.93.853658.5200721338680.3309.431218673.1281.743501242.0161.85128812154.6595.710&161951427.31.57843.1436&12126210126.20.888112.1 112710311170528.70.617326.2505832885278.8172.09130810.46.4C30 混凝土(m3):明蓋板涵板頂鋪裝材料數量表中心樁號孔數孔徑涵長Bmkn跨徑L編號直徑長度根數

31、共長單位重共重總重 C30防水砼(孔m)(m)(cm)(mm)(cm)(m)(kg/m)(kg)(kg)(m3)174567101225011024267162.10.617100.02354.182167913218.3134.7改建暗蓋板涵臺身鋼筋參數表單側暗涵臺身鋼筋數量表序號樁號接長LHabcd編號直徑長度根數共長單位重共重總重C20砼(cm)(cm)(cm)(cm)(mm)(cm)(m)(kg/m)(kg)(kg)(m3)11752311021712.51163112062.21.57898.2982.022101802443.20.61726.731355126.64.1改建明蓋板

32、涵臺身鋼筋參數表序號樁號左接長L右接長L H1H2H3H4abcdn1n2s1s2(cm)(cm)(cm)(cm)(cm) (cm)(cm)(cm)(cm)(cm)(cm)1583350115 135 1301385552528161320左側坡右側坡涵底坡單側明涵臺身鋼筋數量表1.50%1.50%-1.00%編號直徑長度根數共長單位重共重總重C20砼(mm)(cm)(m)(kg/m)(kg)(kg)(m3)60左側11620360121.81.578192.2192.23.57683105881270.60.61743.660.14588211.87.37552714.99.2右側21621

33、73678.11.578123.2123.22.395103551242.60.61726.336.8635527.14.4855189.96.1新建蓋板涵臺身鋼筋2.10338參數表序號樁號涵長LHH1H2abdfmns左側坡右側坡涵底坡(cm)(cm)(cm)(cm)(cm)(cm) (cm)(cm)(cm)18509486 89.83243620202101.50%1.50%-0.50%單側明涵臺身鋼筋數量表序號 樁號編號直徑長度根數共長單位重共重總重C20砼(mm)(cm)(m)(kg/m)(kg)(kg)(m3)101161704474.81.578118.02323.8621724

34、272.2113.9310855868.40.61742.2614855217.110.65552413.28.1新建蓋板涵臺身鋼筋g2.10338參數表序號樁號涵長LHH1H2abdfmns左側坡右側坡涵底坡(cm)(cm)(cm)(cm)(cm)(cm) (cm)(cm)(cm)11700194177 186817792084101.50%1.50%-0.50%單側明涵臺身鋼筋數量表序號 樁號編號直徑長度根數共長單位重共重總重C20砼22(mm)(cm)(m)(kg/m)(kg)(kg)(m3)31011626686228.81.578361.072715.95227086232.2366

35、.4310170520341.00.617210.425541705234.121.05556938.023.4蓋板涵臺帽鋼筋參數表單側臺帽鋼筋數量表序號樁號涵長Lc板厚dnk編號直徑長度根數共長單位重共重總重C20砼(cm)(cm)(cm)(cm)(mm)(cm)(m)(kg/m)(kg)(kg)(m3)12508.5161201102551845.90.61728.3530.67背墻厚臺帽寬臺帽高21281316.610.2(cm)(cm)(cm)31781323.114.3356035明涵4225942.42.9847.27改建蓋板涵基礎鋼筋序號樁號an左側坡右側坡涵底坡參數表單側基礎鋼

36、筋數量表序號樁號接長Lmm1abn編號直徑長度根數共長單位重共重總重C20砼(cm)(mm)(cm)(m)(kg/m)(kg)(kg)(m3)135074025121103552278.10.61748.2165.27.8基礎寬B基礎高邊箍122236830110.468.1(cm)(cm)中箍20235281579.248.937060新建蓋板涵基礎鋼筋參數表單側基礎鋼筋數量表序號樁號涵長LBmabnm編號直徑長度根數共長單位重共重總重C20砼(cm)(mm)(cm)(m)(kg/m)(kg)(kg)(m3)158312562716.511058832188.20.617116.1357.412.9基礎寬B基礎高Bm1邊箍157243860262.8162.1(cm)(cm)中箍152342830128.479.23706030明涵蓋板鋼筋跨徑斜度板寬編號直徑長度根數共長單位重共重總重砼(m)度(m)(mm)(cm)(m)(kg/m)(kg)(kg)(m3)1.5011161561320.31.57832.032.0預制C2521215257.60.8886.76