钢筋桁架楼承板选型表

1、钢筋桁架楼承板选型表产品详细介绍OA型（V型）钢筋桁架楼承板型号表（600mm宽）钢筋桁架楼承板板度m)楼厚(m施工阶段钢筋桁架楼承板最大适用跨度(m)模板型号桁架高度(mm)上弦、腹杆、下弦直径(mm)中和轴高度Yo(mm)惯性矩【0(Xio5mm4)板简支板连续TDI-70708.4.647.651.0591001.81.8TD1-808052.351.4211101.91.8TDI-909057.061.8371202.02.0TD1-10010061.772.3051302.02.0TDI-I101108.4,5.666.472.8261402.12.2TDM2012071.183.4

2、011502.12.2TD2-70708.4.839.671.2941001.82.4TD2-80808.4.5.8431.7431101.92.4TD2-909046.332.2591202.02.8TO2-10010049.672.8421302.02.8TD2-II0110533.4921402.12.8TD2-1201208.5.856.334.211502.!3.0TD2-13013059.674.9941602.23.0TD2-140140635.8451702.23.0TD2-15015066.336.7631802.23.0TD2-1601608,5.5.869.677.748

3、1902.33.0TD2-17017073K.8200233.0TD3-707010,4.5.845.751.651002.53.0TD3-808050.142.232IIO2.73.0TO3-909054.532.9021202.93.2TD3-I0010058.913.661303.03.2TD3-11011010.5.863.34.5071403.23.4TD3-I2O12067.685.4421503.43.6TD3-13013072.076.4651603.53.6TD3-I4014010,5.5.876.467.5761703.63.6TD3-15015080.848.775180

4、3.73.8TD3-16016085.2310.0621903.73.8TO3-17017010.6.889.6111.4382003.83.8TD4-707010.4.5.10401.91002.63.2TD4-808043.332.581102.83.4TD4-909046.673.3661203.13.4TD4-10010010.5.10504.2561303.43.6TD4-II011053.335.2511403.436TD4-12012056.676.351503.53.8TD4-I30130607.5551603.63.8TD4-I4014010,5.5,1063.338.864

5、1703.64.0TD4-I5015066.6710.2771803.74.0TD4-1601607011.7961903.74.0TD4-17017010,6.1073.3313.4192003.84.2钢筋桁架楼承板楼板厚度(mm)施阶段钢筋桁架楼承板最大适用跨度m)模板型号桁架的度(mm)上弦、腹杆、下弦门径(mm)中和轴高度Yo(mm)惯性矩lo(XIO5mm4)板简支板连续TD4-18018010.6.1076.6715.1472103.84.2TD4-I901908016.9792203.84.0TD4-20020010.6.5.1()83.3318.9172303.94.2TD4

6、-2I021086.6720.9592403.942TD4-2202209023.1052503.94.2TD4-22O2301()7.1()933325.3572604.04.4TD4-24024096.6727.7132704.04.4TD4-2502501()<7.5.1()10030.1742804.04.4TD4-2602601033332.742904.04.4TD4-270270106.6735.413004.04.4TD5-707012,4.5.850.771.931002.62.8TD5-8O8056.062.622IIO2.83.2TD5-909061.353.421

7、203.03.2TD5-I0010066.654.3251303.23.2TD5-11011012.5.871.945.3361403.43.4TD5-I2012077.246.4541503.63.6TD5-13013082.537.6781603.73.6TD5-I4014012.5.5.887.829.0091703.83.8TD5-15015093.1210.4461804.03.8TD5-I6016012.6.898.4111,9891904.04.0TD5-170170103.7113.6392004.03.8ID6-7O7012>4s1044.72.3091002.83.6

8、TD6-808048.883.1511103.03.6TD6-909012.5.1053.074.1241203.34.2TD6-10010057.265.2281303.54.4TD6-II011061.446.4651403.64.4TD6-12012012,5.5.1065.637.8321503.84.6TD6-13013069.819.3311603.94.8TD6-1401407410.9621704.04.8TD6-I50!5012.6.1078.1912.7241804.24.8TD6-I6016082.3714.6181904.25.0TD6-17017086.5616.64

9、32004.45.0TD6-1801806.5.1090.7418.82104.45.0TD6-I90、19094.9321.0882204.55.2TD6-20020099.1223.5082304.65.2TD6-2I021012.7.1()103.326.0592404.65.2TD6-220220107.4928.7422504.85.2TD6-230230111.6731.5562604.85.2TD6-24024012.75.10115.8634.5022704.85.4TD6-250250120.0537.5792805.05.4TD6-26026012.8.10124.2340

10、.7882905.05.4TD6-270270128.4244.1293005.05.4钢筋桁架楼承板板度m)楼摩(m施工阶段钢筋桁架楼承板址大适用跨度(m)模板型号桁架高度(mm)上弦、腹杆、下弦且径(mm)中和轴高度Yo(mm)惯性矩I。(Xio5mm4)板筒支板连续TD7-707012.4,5.1240.332.5671002.93.8TD7-808043.673.517IIO3.23.8TD7-909012.5.12474.6181203.44.211)7-10()10050.335.8691303.64.4TD7-11011053.677.2721403.84.4107.120120

11、12.5.5.12578.82515()3.94.6TD7-13013060.3310.5291604.04.6TD7-I4014063.6712.3841704.24.8TD7-I5015012.6,126714.3891804.34.8TD7-I6016070.3316.5461904.45.()TD7-17017073.6718.8532004.55.0TD7-18018012.6.5.127721.3112104.65.2TD7-19019080.3323.922204.75.21,07-20020083.6726.6792304.85.2TD7-21021012.7,128729.5

12、92404.85.2TD7-22O22090.3332.6512504.95.4TD7-23023093.6735.8632605.05.2TD7-24024012.7.5.129739.2262705.05.4TD7-250250100.3342.7392805.15.4TD7-26026012.8.12103.6746.4032905.25.4TD7-27027010750.2193005.25.4注:L楼板混凝土强度等级为C20；6大适用跨废均为钢筋桁架楼承板施E：阶段不设临时支拽时的跨度；板连续是指两等跨连续.2.材料：上卜弦采用成盘供应的冷轧带叨的筋550级，腹杆采用成盘供应的冷轧光

13、刻钢筋550级.底部镀锌钢板屈膘强度表60N，mn?2 .施工阶段挠度控制值为为180及2（hnm较小者*当使用对挠度值有更严格要求此需另行设计*3 .产品编号说明:&，N钢筋桁架楼承板长度（以m为堆位）表示钢筋桁架高度hr以mm为电位）钢筋规格代号（见附&A或由设计人员定义）名称代号4 .中和轴高度Y口我意;：B型（M型）钢筋桁架楼承板型号表（576mm宽）钢筋桁架楼承板板度m)楼用(m施匚阶段钢筋桁架楼承板最大适用跨度(m)模板型号桁架高度(mm)上弦、腹杆、下弦宜径(mm)中和轴高度Yo(mm)惯性矩h(XIO,mm4)板简支板连续TD1-70708,4,647.651.

14、0591001.91.8TD1-808052.351.421IIO22TDI-909057.061.8371202.12TDMOO10061.772.3051302.12TDI-110no8.4.5,666.472.8261402.22.2TD1-12012071.183.4011502.22.2TD2-70708.4.839.671.2941001.92.6TD2-80808.4.5.8431.74311022.6TD2-909046.332.2591202.12.8TD2-10010049.672.8421302.12.8TD2-H0110533.4921402.23TD2-120120X

15、.5，856.334.211502.23TD2-13013059.674.9941602.33TD2-140140635.8451702.33.2TD2-15015066.336.7631802.33.2TD2-1601608.5.5.X69.677.7481902.33.2TD2-170170738.82002.43.2TD3-707010.4.5,845.751.651002.63.2TD3-8O8050.142.2321102.83.2TD3-909054.532.90212033.4TD3-I0010058.913.661303.23.4TD3-11011010,5,X63.34.50

16、71403.43.6TD3-I2012067.685.4421503.43.6TD3-I3O13072.076.4651603.64TD3-14014010,5.5,876.467.5761703.741TD3-15015080.848.7751803.84TD3-16016085.2310.0621903.84TD3-17017010.6.889.6111.4382003.94.21TD4-707010.4.5,10401.91002.73.2|TD4-808043.332.581102.93.4TD4-909046.673.3661203.13.6TD4-1001001().5.1()50

17、4.2561303.43.8TD4-II011053.335.2511403.53.XTD4-12012056.676.351503.641TD4-130130607.5551603.74|TD4-14014010.5.5.1()63.338.8641703.84TD4-15015066.6710.2771803.84.21TD4-160'1607011.7961903.94.2)TD4-170_170_10*6.1()73.3313.4192003.94.2_j钢筋桁架楼承板板度m)楼期(m施工阶段钢筋桁架楼承板最大适用跨度(m)模板型号桁架高度(mm)上弦、腹杆、下弦直径(mm)中

18、和轴高度Yo(mm)惯性矩lo(X105mm4)板简支板连续TD7-707012,4.5.1240.332.56710033.8TD7-808043.673.5171103.24TD7-909012.5.12474.6181203.54.2TD7-10010050335.8691303.74.4TD7-U011053.677.2721403.84.6TD7-12012012,5s12578.82515044.8TD7-13013060.3310.5291604.14.8TD7-I4014063.6712.3841704.25TO7-15015012,6.126714.3891804.45TD7

19、-I6016070.3316.5461904.45.2TD7-17017073.6718.8532004.65.2TD7-I8018012,6.5,127721.3112104.65.2TD7-19019080.3323.922204.85.4TD7-20020083.6726.6792304.85.4TD7-21021012.7.128729.592404.95.4TD7-22022090.3332.65125055.4TD7-23023093.6735.8632605.15.6TD7-24024012,7.5.129739.2262705.25.6TD7-250250100.3342.73

20、92805.25.6TD7-26026012.8.12103.6746.403290535.6TD7-27027010750.2193005.45.6钢筋桁架楼承板楼板摩度(mm)施r.阶段钢筋桁架楼承板取大适用跨度(m)模板型号桁架高度(mm)上弦、腹杆、下弦直径(mm)中和轴高度丫0(mm)惯性矩Io(XIO5mm4)板筒支板连续TD4-18018010.6.1076.6715.14721044.4TD4-I901908016.97922044.4TD4-20020010.6.5.1()83.3318.91723044.4ID4-2IO21086.6720.9592404.14.4TD4-

21、2202209023.1052504.14.4TD4-23O2301().7.1093.332S.3572604.14.6TD4-24024096.6727.7132704.14.6TD4-25O25010,7.5.1()10()30.1742804.24.6TD4-260260103.3332.742904.24.6TD4-27O270106.6735.413004.24.6TD5-707012.4s850.771.931002.73TD5-8O8056.062.62211()2.93.4TD5-909061.353.421203.23.4TD5-I0010066.654.3251303.4

22、3.4TD5-110110I2>5,X71.945.3361403.63.6TD5-12012077.246.45415()3.63.6TD5-13013082.537.6781603.83.6TD5-I4014012.5.5.887.829.0091703.83.8TD5-15015093.1210.44618043.8TD5-I6016012>6.X98.4111.98919044TD5-170170103.7113.6392004.24.2TD6-7O7012.451()44.72.3091002.93.8TD6-808048.883.151HO3.14TO6-909012.

23、5.1()53.074.1241203.44.2TD6-10010057.265.2281303.64.4TD6-II011061.446.4651403.74.6TD6-1201205s1()65.637.8321503.8.4.8TD6-I3013069.819.33116044.8TD6-1401407410.9621704.15TD6-15015012>6.1()78.19.12.72418()4.25TD6-16016082.3714.618190435.2TD6-17017086.5616.6432004.45.2TD6-18018012.6.5.1090.7418.8210

24、4.55.2TD6-I9019094.9321.0882204.65.4TD6-20020099.1223.5082304.65.4TD6-21021012.7.10103326.0592404.85.4TD6-220220107.4928.7422504.85.4TD6-230230111.6731.5562604.95.4TD6-24024012.7.5.1()115.8634.50227055.6TD6-25O250120.0537.57928055.6TD6-26026012.8.1()124.2340.78829055.6TD6-27O_270128,4244.1293005.25.

25、61注：1 .楼板混凝土强度等级为C20：最大适用跨度均为钢筋桁架楼承板施工阶段不设临时支撑时的跨度：板连续是指两等跨连续02 .材料：上下弦采用成盘供应的冷轧带肋钢筋550级，腹杆采用成盘供应的冷轧光网钢筋550级，底部镀锌钢板屈服强度N260N/mm"3 .施工阶段挠度控制值为1“80及20mm较小者。当使用对挠度值仃更严格要求时，需另行设计。4 .产品编号说明：X4.中和轴高度Yo示意:表示钢筋桁架楼承板长度（以m为单位）表示钢筋桁架高度瓦（以mm为单位）钢筋规格代号（见附表A或由设计人员定义）名称代号建筑钢筋符号大全钢筋主要分为有一级钢筋，二级钢筋，三级钢筋等等，钢筋符号的表

26、示方法有很多种，在不同的施工中，表示方法也不同。这里我们就来了解一下建筑钢筋符号大全，为你标注钢筋符号的时提供有用的参考。热扎钢筋等级和直径符号强度等桀代号外戏钢种公称直径符号（等级）主要用途常用材料HPE235,光圆低碳制820非舍应力Q235HRB335月牙肋合金钢6e-50非J5应力、JS应力20InSiHRB40065025InSiRRB400650必预应力40Si2HnV热扎钢筋钢筋符号的表示方法主要是描述钢筋的直径，外形，等级符合和主要用途。通过钢筋的种类还有钢筋符号的表示可以看出，不同的钢筋的性能分为很多种，用途也分很多种，所以我们在购买钢筋的时候就要注意这些问题。钢筋的标注振注钢筋的根数、宜福和等组标注钢筋的等级、直径和相邻钢筋卬心距3中20：200=3二表示钢筋的根数小;表示钢筋等缓直羟符号20=表示铜筋直径表示钢筋等缓直径符号8：表示钢筋直径相等中心距符号200=相邻钢断的中心距在繁重施工过程中，我们还是会对所需钢筋的数量和大小，以及钢筋间的直径做一个表示，这一种表示方法就是以上的这种表示方法了，在施工过程中通过这样简单的语言表示出来才能让工程做得有条有序。般钢筋的表示方法名称图例名称图例名称图例钢筋断面帚有钩的钢筋端部