钢筋桁架楼承板选型表VIP

1、实用标准精彩文档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）实用标准钢筋桁架楼承板板度m) 楼厚(m施工阶段钢筋桁架搂承 扳垠大适用跨度(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)惯性短M (X 10$ mn?)板简支板连续TDh70708. 4, 647.65L0591001.81.$TD1-80805235L421110L9r L8 TD1-909057.061,8371202.02.0TDt-10010061.7723051302.02.0TDJ-UOtio8. 4.5, 666.472.8261402.1

2、2.2TDM2012071.183.4011502.12.2TD2-7O708. 4, 839.67L2941001.82.4TD2-8O808. 4s 843L7431101.92ATD2-9090463322591202.025TD2-10010049.67F 2.8421302.02 -TD2dlOHO5334921402.12.8TD2-12O1208, 5, 856.334211502.13.0TD2-BO13059.674/J941602.23.0TD2-】40140635.8451702,23.0TD2-15O15066336.7631802.23,0TD2-160160K* 5

3、s 869.67工7481902.33.0TD2-I70)7073200233.0TD3-7O7010 4451 845751.65100 ”2.53.0TD3-8O8050 J 42.232no2.73.0TD3-9O9054.532.9021202.93.2TD3-KK)too1303.03.2 ITD3-H011010. 5 863.345071403,23.4TD3-12012067.6H5.4421503.436TD3-130130 I72.076.4651603.53.6TD3. 14014010, 5,5. 876.467.5761703.63.6TD3-150115080.84

4、118.775 j1803.73TD3-16016085.2310,06211903.734TD3-1701701 】0, 6. 889.6111,4382003.83.8TD4*707010. 4s JO401.9|1002.63,2TD4-S08043.33L581102.83.4TD4-909046.673.3661203,13,4TD4-100100HL 5. 10504.256130：3.43 6TD4-H0)10533352511403.43.6TD4-12012056.6763515033.8TD4-130I3Q607.55516 口3.63.8TD4-14014010. 53

5、NO63338.8641703.64.0TD4 15015066.6710.2771803.74.0TIM-160160170IL7961903.74QTD4-I70t7010r 6.73.3313492003.84.2续收钢筋桁桑&正板楼板 厚度 (mm)施【阶段钢筋桁架楼承 板城大适用跄度m)模板型号桁架 高陵 (mm)上弦、腹杆、 卜弦直径(mm )中和轴 高度Yo (mm )惯性担1。(X 10$ mm)板前支板连续TO4-180ISOM 6.176.67 )15J472103,84.2;TIMI901901 o8016*979220二X4.0TD4-20020083,3318.9 J

6、 72303.94.2TD4-21O210)0. 6.5.in86.6720,95924()5,94.2TD4 2202209023.1052503.94,2T1 )4-23023010* 7,933325.3572604.04,4TD4-2402401 u96.6727,713270 14.04.4TD4-25025010030 J 742804.()4.4TD4-260260HL 7.5,KJ103.3332742904,04.4D4C70270106.6735.413004,04.4! TD5-7O7050.771.931002.624TD5-8O8012. 4.5*g56,062.62

7、2no2.83,2TD5-90 906L353.421203.032TD5*l0010066.654.325130 j3.23.2TD5-110HO7L9453361403 43.4TD5-1202O12* 5*877.246.4541503.63.6TD5-13O13082.537.678160373.6TD5-14014012. 55.Q87,829.0091703.X3.8TD5-150150 1cv93.121 F 10.4461804.03.8TD5-16016012* 6* S984111.9S91904.04.0TD5-17O170103.7113.6392004.0S.8TD6

8、-707012* 4.5.| M44.723091002,83,6TD6-808011 V48.883J51HO3.03.6TD6-9O9053G74 J 241203.34.2TD5-10010015.Id57.265.2281303.54,410no61.446.46514()P 3.64,4TD612O口 120 -65.637.8321503.S4,6 nTD6-13013012, 53.1069.8193311603.948TD6-1401407410.9621704.04811)6-15015078.1912.724ISO4,24.8TD6-16016012- 6.108237 |

9、14.61819042 )5.0ID6-I7017086,5616,6432004.45.0TD6-I8018090.74I&82104A n5 0TD6-190* 19012. 65*1094.932 1.0882204.55,2r TD6-20020099 J 223.5082304.65.2TD&2N)210103326.0592404652TD6-22O2207,10107.4928.7422504.85.2TD6-23O230111673K5562604.85.2TD6-24024012* 7s.U)115-8634.5022704.85.4)6-250250I2OO537.5792

10、805,05 4TD6-2602602. S.1。124.2340.7882905.05.4TD6-27O27()12&244,1295.05.4 _续表钢筋桁架楼承板楼板 厚度 (mm)施I：阶段钢筋桁架楼承 板盘大适用跨度(m)模板型二；桁架 庖度 (mm)上弦、腹杆、 卜弦H径 中和轴 而度Y 口 (mm )惯拄矩卜(X 10$ mm4)板简支板连续TD7-7O7013 4s 1240332.5671002.93.8TD740SO43.673.51711。3.23.8TD7-909013 5. 12474.61812034 1421)7-10(110050335.K69B03.64.4T

11、D7-110HO |53.677.2721403.84.4TD7-12O120 112 5.5- 1257X.K251503.946TD7-130】3060.3310.5291604.04.61)7-14014。163.67123841704.2144TD7450150J2, 6* 126714.389ISO4.34.8TD7-16016070.3316.5461904,45.0TD7-17017073.6718.8532004.55.0TD7-1S0ISO12, 6.5, 277213112104,65.2TD7-190190P 8033 n23.922204.75.27)7-2002008

12、3.6726.6792304.X52TD7-21021012. 7. 128729.592404.85.2TD742G22090.3352 22504.95.4TD7-23023093.6735.863-2605.05.2丁 1)7-24024012. 7.5, 129739J262705.05.4TD7-2502501003342.7392805.15.4 nTD7-26026012, - 12103.6746,4032905.25.4TD7-27027010750.2193005.25.4实用标准注: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

13、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（576mnffi）精彩文档j钢筋桁架楼承板板度m) 楼厚(m施匚阶段钢筋桁架楼承 板最大适用跨度Cm)模板型弓桁架 高度 (mm)上弦、腹杆.

14、下弦直径(mm )中和轴 高度Yo惯性矩Io (X 10, mnT)板筒支：板连续T707047.65 ,059100is n1.8TD1-8080K, 4 652.35L42IHO22TDJ-909057.06 11.8371202.12TD1-10010061.772.3051302J2TD1-110no以 4.5, 666472.8261402.222TD1-1201207M83.4011502.22.2TD2-70708. 4. 839.67L294100L92.61TD2-808431.74311022.6TD2-9090 JH* 45 846.332N591202 A28TD2-1

15、00 1too49.672 $421302 A2.8TD2J101no53|3.492140_2.23TD2-12O120 J5633421r t5o223TD2-130130 X. 5. X59.674.994160233TD2/40)40635.8451702313.2TD2-15O15066.336.7631802.33.2TD2-160160Q C C W69.677.74R1902.33.2TD2-170170o* U*738.82002.432TD3-7O7045.75L651002,63.2TD3-8O80M 4筝X|50.142232HO2.83.2TD3-909054.532

16、.90212033 ATD3-10010058.913.661303,23.4TD3-I10HOF 63.34.5071403.43.6TD3-120120Uh 5, X67.68T.442 1503,43.6TD3-B0【3072.076.4651603.64TD3-14014076.467-5761703.74TD3-15OISO10* 5.51 K80.848J75J 803.84TD3/6016085.2310.0621903.84TD3-I701701(h h, X89.6111.4382003.94.2TD4-707040L9100213.2TD4-8080ML 43, 10433

17、32.58HO2.93.4TM4-909046.673.3661203J3.6i TR4-I001005042561303.43.8TD4-U0HO1(), 5. 1053.335.251t4023*TD4-12012056.676.35150364TD4-130B0607.5551603.74TD4-14014063.338.8641703.84TD4-15015010. 5.5、1066,6710.277向3K42TD4J 601607011.79619039421 D4M70170| 1(). 6. IO73.3313.4192003.9_屯2_|续表钢筋桁架楼承板一 好牺，一施工阶段钢

18、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Yq (mm)惯性矩加 (X )05 mm4)板简支板连续TD7-707012, 4.5. 1240332.5671003TD7-808043.673,517H03.24TD7-909012, 5, )2474.6181203.54.21TD7JOO10050.H5.8691303.744TO711011053.677J721403.X4,6TD7-I20120 5.5, 12578.82515044.8TO7-130130603310.5291604.14.8TD7-1401406167

19、12.3841704.25TD7-150150 6* 126714.3891804,45TD7-160160703316,5461904.45.2TD7-170r 17073.67J 8.8532004.65.2TD7/80180 6.5, 127721.3112104.652TO7U90190803323.922204.85,4TD7-2OO20083.6726.6792304.854TD7-21021012. 7. 128729.59240495.4TDK22022090.3332.65125055.4TD7+23023093.6735.8631 260515.6TD7-240240 75

20、 129?39.2262705.25.6TD7-250250100.3342.7392805.215.6TD7-26026012, 8, 12103,6746.403290535.6TO7-27027010750.2193005,45.6续表钢筋桁架楼承板搂板 厚度 (mm)施匚阶段钢筋桁架楼承 板咐大适用踌度(m)模板型号桁架 高度 (mm )上强，腹杆、下弦电径中和轴 高度Yq 4-2io210X6,6720.9S924()4 A4.4TD4-220220902340525G4J4.4TIM-23。230ML 7. 1093.3325.3572604J4,6TD4-24G24096,672

21、7 J13)270 444.6T 4*250250H),7.5- H10030.1742804.24,6TD4-260260103333Z742904.24.6TM-2702701064735.413004.24.6TD5-707012* 45 850.771.931002J3TD5.808056,062,6221 102.93.4TD5-90 1r 9061.353.42:1203.23.4TDSHJK)10066.654.3251303.43.4TD5-11011012, 5, H71.945.336140；3.63.6TD5-12O12077.246.45415。3.63.6P TD5I

22、3O13082337.6781603.813.6门”“4014012，5.5. X87.829,009r i7o3.83.8TD5-150150911 210.446uo43,8TDS-16016013 6, X98.4111.989J 9044TD5I7OF 170】03.7113.6392004.24216-707012, 4,5, K44.723(W1002.93.8TD6-8O8048品 )3J51110344TD6-909012. 5. 1053.074.1241203.44.2TD6-I0010057.265.2281303.64.4TD6-11011061.446.4651403

23、.74.6TD6*I2O丁 120 5,5. H)65.637,8321503.8,48TD6-I3013069.81933116044刀TD6-14014074109621704 A5TD6+I50150】2.6. U)78 J91 2.724ISO4.25TE6-i 6016082371461g190435.2TD6-1701706.5616,6432004.45.2TD6-180n iso12. 64 1()90.7418.8210455.26-t9019094.9321.08822Q4.65.4TD6-2OCT20099.1223,5082304.65,4TD6-2I021012. 7

24、. 1()1033260592404.85.4f TD612O220107.4928.7422504*85.4TD6 230230111.6731.55626。4：95.4- TD6-24O24012. 7.5, 101153634.50227053.6Tl )6-250250120,0537.5W28055.6TD6I6026012，心 1。124.2340,788r 29055.6一 1)6-2702701284244.1293005.25.6实用标准注: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阶段不设临时支掾时的跨 度：板连续是指两等跨连续.2 .材料；上下弦采

25、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阴钢筋550级， 底部镀锌钢板屈服强度孑260N/mmJ3 .施工阶段挠度控制值为1*80及20mm较小者,当使用对挠度值有更严格要求时，需另行设计.4 .产品编号说明:衣示钢筋桁架楼承板长度（以m为单位）衣示钢筋桁架高度包（以mm为单位）4.中和轴高度Y。示意:钢筋挑格代号（见附表A或由设计人员定义） 名称代号精彩文档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

26、符号强度等级代号外形钢种公称直径M1R符号（等缓）主要用途常用材料HPR235光陵低碳钢8一一20非JS应力Q235HRE335*月牙肋合金钢650非旗应力我应力20InSiHRB40065025InSiRRB4006501t预应力40Si2InV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。钢筋的标注标注铜筋的根数、宜役和等缎标注铜筋的等缓、直径和相邻钢筋中心距3 20：3：表示钢筋的根数中;表示钢筋等级直役符号20：表示铜筋直径8也200：中：表示钢筋等班直径符号8=表示钢筋直径相等中心距符号200=相翎钢筋的中心距（W20CZ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:名称图例棚筋带直钩的1半图形弯钩r 二断面钢筋端部的铜筋塔鬻无弯钩的钢筋强部二 O带笠扣钢筋端部