1、字體顏色綠色藍(lán)色粉紅色紅色其它含義固定值應(yīng)填項(xiàng)中間結(jié)果最終結(jié)果表頭文字等鋼筋相關(guān)數(shù)據(jù)(新規(guī)范)公稱(chēng)直徑重量計(jì)算直徑螺紋鋼外徑(mm)面積受拉鋼筋彎鉤增長(zhǎng)值(cm)構(gòu)造鋼筋彎鉤增長(zhǎng)值(cm)標(biāo)準(zhǔn)彎折修正值(cm)公稱(chēng)直徑R235HRB335HRB400KL400R235螺紋鋼筋光圓鋼筋螺紋鋼筋(mm)(kg/m)(mm)老規(guī)范新規(guī)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(guān)數(shù)據(jù)箍筋彎鉤長(zhǎng)度表7.7公稱(chēng)直徑重量面積箍筋直徑彎鉤長(zhǎng)(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(shè)計(jì)手冊(cè)基本資料P8

6、36表4-281注：彎鉤的彎曲直徑不應(yīng)小于被箍的受力主筋的直徑。對(duì)于抗扭的箍筋，兩彎鉤之間應(yīng)設(shè)30倍箍筋直徑長(zhǎng)度的綁扎段。1451.672.193.225107.49普通鋼筋和預(yù)應(yīng)力直線形鋼筋最小混凝土保護(hù)層厚度（m m ）普普通通鋼鋼筋筋和和預(yù)預(yù)應(yīng)應(yīng)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(hù)護(hù)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(yīng)應(yīng)小小于于鋼鋼筋筋公公稱(chēng)稱(chēng)直直徑徑，后后張張法法構(gòu)構(gòu)件件預(yù)預(yù)應(yīng)應(yīng)力力直直線線形形鋼鋼筋筋不不應(yīng)應(yīng)小小于于其其管管道道直直徑徑的的1/21/2，且且應(yīng)應(yīng)符符合合下下表表的的規(guī)規(guī)定定。序號(hào)構(gòu)件類(lèi)別環(huán)境條件1

7、基礎(chǔ)、樁基承臺(tái)（1）基坑地面有墊層或側(cè)面有模板（受力主筋） （2）基坑地面無(wú)墊層或側(cè)面無(wú)模板（受力主筋）4060507560852墩臺(tái)身、擋土結(jié)構(gòu)、涵洞、梁、板、拱圈、拱上建筑（受力主筋）3040453人行道構(gòu)件、欄桿（受力主筋）2025304箍筋2025305緣石、中央分隔帶、護(hù)欄等行車(chē)道構(gòu)件3040456收縮、溫度、分布、防裂等表層鋼筋152025注：對(duì)于環(huán)氧樹(shù)脂涂層鋼筋，可按環(huán)境類(lèi)別取用。鋼筋最小錨固長(zhǎng)度la(mm)鋼筋種類(lèi)R235HRB335HRB400,KL400混凝土強(qiáng)度等級(jí)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(duì)于受壓束筋和等代直徑de28mm的受拉束筋的錨固長(zhǎng)度，應(yīng)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(diǎn)截?cái)啵粚?duì)于等代直徑de28mm的受拉束筋，束筋內(nèi)各單根鋼筋，應(yīng)自錨固起點(diǎn)開(kāi)始，以表內(nèi)規(guī)定的單根鋼筋的錨固長(zhǎng)度的1.3倍，呈階梯形逐根延伸后截?cái)啵醋藻^固起點(diǎn)開(kāi)始，第一根延伸1.3倍單根鋼筋的錨固長(zhǎng)度，第二根延伸2.6倍單根鋼筋的錨固長(zhǎng)度，第三根延伸3.9倍單根鋼筋的

9、錨固長(zhǎng)度； （3）采用環(huán)氧樹(shù)脂涂層鋼筋時(shí)，受拉鋼筋最小錨固長(zhǎng)度應(yīng)增加25； （4）當(dāng)混凝土在凝固過(guò)程中易受擾動(dòng)時(shí)，錨固長(zhǎng)度應(yīng)增加25。預(yù)應(yīng)力鋼筋錨固長(zhǎng)度la(mm)預(yù)應(yīng)力鋼筋種類(lèi)混凝土強(qiáng)度等級(jí)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(dāng)采用驟然放松預(yù)應(yīng)力鋼筋的施工工藝時(shí)，錨固長(zhǎng)度

10、應(yīng)從離構(gòu)件末端0.25ltr處開(kāi)始，ltr為預(yù)應(yīng)力鋼筋預(yù)應(yīng)力傳遞長(zhǎng)度，按本規(guī)范表6.1.7采用； （2）當(dāng)預(yù)應(yīng)力鋼筋的抗拉強(qiáng)度設(shè)計(jì)值fpd與本表值不同時(shí)，其錨固長(zhǎng)度應(yīng)根據(jù)表值按強(qiáng)度比例增減。受拉鋼筋綁扎接頭搭接長(zhǎng)度鋼筋混凝土強(qiáng)度等級(jí)C20C25C25R23535d30d25dHRB33545d40d35dHRB400,KL400-50d45d注：（1）當(dāng)帶肋鋼筋直徑d大于25mm時(shí)，其受拉鋼筋的搭接長(zhǎng)度應(yīng)按表值增加5d采用，當(dāng)帶肋鋼筋直徑小于25mm時(shí)，搭接長(zhǎng)度可按表值減少5d采用； （2）當(dāng)混凝土在凝固過(guò)程中受力鋼筋易受擾動(dòng)時(shí)，其搭接長(zhǎng)度應(yīng)增加5d； （3）在任何情況下，受拉鋼筋的搭接長(zhǎng)度不

11、應(yīng)小于300mm，受壓鋼筋的搭接長(zhǎng)度不應(yīng)小于200mm； （4）環(huán)氧樹(shù)脂涂層鋼筋的綁扎接頭搭接長(zhǎng)度，受拉鋼筋按表值的1.5倍采用； （5）受拉區(qū)段內(nèi)，R235鋼筋綁扎接頭的末端應(yīng)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(zhǎng)度計(jì)算鋼筋直徑 鋼筋等級(jí) 彎曲角度彎曲直徑彎曲長(zhǎng)度 平直段最小長(zhǎng)度彎鉤總長(zhǎng)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(zhǎng)度計(jì)算(cm)附注：本表中所列的數(shù)值是根據(jù)以下的公式來(lái)進(jìn)行計(jì)算：l=2*(*D+30*d+8.5*d)+L/s*(*D)2+s2柱徑計(jì)算長(zhǎng)度螺徑螺旋筋直徑螺距頂部和底部螺旋筋長(zhǎng)每延厘米螺旋筋長(zhǎng)總長(zhǎng)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(guī)范計(jì)算的彎鉤長(zhǎng)度，30d是錨固長(zhǎng)度。56657.810002310.00000290.

20、50000145.25000字體顏色綠色藍(lán)色粉紅色紅色其它色含義固定值填寫(xiě)項(xiàng)目中間結(jié)果最終結(jié)果表頭文字等箍筋長(zhǎng)度計(jì)算編號(hào)各邊端已知結(jié)果中間結(jié)果箍筋直徑 鋼筋直徑 中心距離 兩筋?yuàn)A角彎折角度邊長(zhǎng)總長(zhǎng)度(不折減)總長(zhǎng)度(折減)箍筋外徑鋼筋外徑兩筋中心距切線長(zhǎng)弧長(zhǎng)長(zhǎng)度折減1長(zhǎng)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(zhǎng)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(lán)色粉紅色紅色其它色含義固定值填寫(xiě)項(xiàng)目中間結(jié)果最終結(jié)果表頭文字等鋼筋長(zhǎng)度計(jì)算備注鋼筋編號(hào)已知結(jié)果中間結(jié)果箍筋直徑 被箍筋徑 中心距離內(nèi)外箍搭接長(zhǎng)度 箍筋內(nèi)徑 總長(zhǎng)度箍筋外徑 被箍外徑 增加長(zhǎng)度1m墩柱220208812283.6284.622.022.04.44202097222101

22、.4340.622.022.04.4520208822292.4312.322.022.04.41m臺(tái)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(tái)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(tái)樁

24、3252510012594.6322.227.027.05.46252594.40822599.8338.527.027.05.41.5m臺(tái)樁32525130125124.6416.427.027.05.462525119.848225125.2418.327.027.05.41.2m肋臺(tái)樁3252510012594.6322.227.027.05.462525124.002225129.4431.527.027.05.41.5m肋臺(tái)樁32525130125124.6416.427.027.05.462525154.003225159.4525.827.027.05.4字體顏色綠色藍(lán)色粉紅色紅

25、色其它色含義固定值填寫(xiě)項(xiàng)目中間結(jié)果最終結(jié)果表頭文字等鋼筋長(zhǎng)度計(jì)算鋼筋編號(hào)端已知結(jié)果中間結(jié)果鋼筋直徑 被箍鋼筋 中心距離 兩筋?yuàn)A角 彎鉤角度邊長(zhǎng)總長(zhǎng)度鋼筋外徑 被箍外徑 增加長(zhǎng)度 彎鉤長(zhǎng)承臺(tái)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(jì)算1端已知結(jié)果中間結(jié)果鋼筋直徑被箍直徑兩筋?yuàn)A角 彎折角度長(zhǎng)度折減箍筋外徑鋼筋外徑 兩筋中心距切線長(zhǎng)弧長(zhǎng)長(zhǎng)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(jì)算已知結(jié)果中間結(jié)果鋼筋等級(jí) 鋼筋直徑彎折角度長(zhǎng)度折減 鋼筋外徑彎心外徑兩筋中心距切線長(zhǎng)

28、弧長(zhǎng)232451.334.51207.562.1025.7224.3930m蓋梁編號(hào)直徑長(zhǎng)度根數(shù)共長(zhǎng)單位重共重總重長(zhǎng)度變化值變化率分級(jí)長(zhǎng)度級(jí)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(hào)直徑長(zhǎng)度根數(shù)共長(zhǎng)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(xù)編號(hào)直徑長(zhǎng)度根數(shù)共長(zhǎng)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(hào)直徑

30、長(zhǎng)度根數(shù)共長(zhǎng)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(shù)量表中心樁號(hào)孔數(shù)孔徑涵長(zhǎng)Bmkn跨徑L編號(hào)直徑長(zhǎng)度根數(shù)

31、共長(zhǎng)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(tái)身鋼筋參數(shù)表單側(cè)暗涵臺(tái)身鋼筋數(shù)量表序號(hào)樁號(hào)接長(zhǎng)LHabcd編號(hào)直徑長(zhǎng)度根數(shù)共長(zhǎng)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(tái)身鋼筋參數(shù)表序號(hào)樁號(hào)左接長(zhǎng)L右接長(zhǎng)L H1H2H3H4abcdn1n2s1s2(cm)(cm)(cm)(cm)(cm) (cm)(cm)(cm)(cm)(cm)(cm)1583350115 135 1301385552528161320左側(cè)坡右側(cè)坡涵底坡單側(cè)明涵臺(tái)身鋼筋數(shù)量表1.50%1.50%-1.00%編號(hào)直徑長(zhǎng)度根數(shù)共長(zhǎng)單位重共重總重C20砼(mm)(cm)(m)(kg/m)(kg)(kg)(m3)60左側(cè)11620360121.81.578192.2192.23.57683105881270.60.61743.660.14588211.87.37552714.99.2右側(cè)21621

33、73678.11.578123.2123.22.395103551242.60.61726.336.8635527.14.4855189.96.1新建蓋板涵臺(tái)身鋼筋2.10338參數(shù)表序號(hào)樁號(hào)涵長(zhǎng)LHH1H2abdfmns左側(cè)坡右側(cè)坡涵底坡(cm)(cm)(cm)(cm)(cm)(cm) (cm)(cm)(cm)18509486 89.83243620202101.50%1.50%-0.50%單側(cè)明涵臺(tái)身鋼筋數(shù)量表序號(hào) 樁號(hào)編號(hào)直徑長(zhǎng)度根數(shù)共長(zhǎng)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(tái)身鋼筋g2.10338參數(shù)表序號(hào)樁號(hào)涵長(zhǎng)LHH1H2abdfmns左側(cè)坡右側(cè)坡涵底坡(cm)(cm)(cm)(cm)(cm)(cm) (cm)(cm)(cm)11700194177 186817792084101.50%1.50%-0.50%單側(cè)明涵臺(tái)身鋼筋數(shù)量表序號(hào) 樁號(hào)編號(hào)直徑長(zhǎng)度根數(shù)共長(zhǎng)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(tái)帽鋼筋參數(shù)表單側(cè)臺(tái)帽鋼筋數(shù)量表序號(hào)樁號(hào)涵長(zhǎng)Lc板厚dnk編號(hào)直徑長(zhǎng)度根數(shù)共長(zhǎng)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(tái)帽寬臺(tái)帽高21281316.610.2(cm)(cm)(cm)31781323.114.3356035明涵4225942.42.9847.27改建蓋板涵基礎(chǔ)鋼筋序號(hào)樁號(hào)an左側(cè)坡右側(cè)坡涵底坡參數(shù)表單側(cè)基礎(chǔ)鋼

36、筋數(shù)量表序號(hào)樁號(hào)接長(zhǎng)Lmm1abn編號(hào)直徑長(zhǎng)度根數(shù)共長(zhǎng)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(chǔ)寬B基礎(chǔ)高邊箍122236830110.468.1(cm)(cm)中箍20235281579.248.937060新建蓋板涵基礎(chǔ)鋼筋參數(shù)表單側(cè)基礎(chǔ)鋼筋數(shù)量表序號(hào)樁號(hào)涵長(zhǎng)LBmabnm編號(hào)直徑長(zhǎng)度根數(shù)共長(zhǎng)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(chǔ)寬B基礎(chǔ)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(hào)直徑長(zhǎng)度根數(shù)共長(zhǎng)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(yù)制C2521215257.60.8886.76