鋼筋桁架樓承板選型表

1、實(shí)用標(biāo)準(zhǔn)精彩文檔鋼筋桁架樓承板選型表產(chǎn)品詳細(xì)介紹 OA型（V型）鋼筋桁架樓承板型號表（600mm）實(shí)用標(biāo)準(zhǔn)鋼筋桁架樓承板板度m) 樓厚(m施工階段鋼筋桁架摟承 扳垠大適用跨度(m)模板型號桁架 高度 mm)上弦、腹桿， 下弦直徑(mm)中和軸 高度Yo (mm)慣性短M (X 10$ mn?)板簡支板連續(xù)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續(xù)收鋼筋桁桑&正板樓板 厚度 (mm)施【階段鋼筋桁架樓承 板城大適用蹌度m)模板型號桁架 高陵 (mm)上弦、腹桿、 卜弦直徑(mm )中和軸 高度Yo (mm )慣性擔(dān)1。(X 10$ mm)板前支板連續(xù)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 _續(xù)表鋼筋桁架樓承板樓板 厚度 (mm)施I：階段鋼筋桁架樓承 板盤大適用跨度(m)模板型二；桁架 庖度 (mm)上弦、腹桿、 卜弦H徑 中和軸 而度Y 口 (mm )慣拄矩卜(X 10$ mm4)板簡支板連續(xù)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實(shí)用標(biāo)準(zhǔn)注:L樓板混凝土強(qiáng)度等級為C20；6大適用跨廢均為鋼筋桁架樓承板施E：階段不設(shè)臨時(shí)支拽時(shí)的跨

13、度；板連續(xù)是指兩等跨連續(xù).2.材料：上卜弦采用成盤供應(yīng)的冷軋帶叨的筋550級，腹桿采用成盤供應(yīng)的冷軋光刻鋼筋550級. 底部鍍鋅鋼板屈膘強(qiáng)度表60N，mn?2 .施工階段撓度控制值為為180及2（hnm較小者*當(dāng)使用對撓度值有更嚴(yán)格要求此需另行設(shè)計(jì)*3 .產(chǎn)品編號說明:&，N鋼筋桁架樓承板長度（以m為堆位） 表示鋼筋桁架高度hr以mm為電位） 鋼筋規(guī)格代號（見附&A或由設(shè)計(jì)人員定義）名稱代號4 .中和軸高度Y口我意;：B型（M型）鋼筋桁架樓承板型號表（576mnffi）精彩文檔j鋼筋桁架樓承板板度m) 樓厚(m施匚階段鋼筋桁架樓承 板最大適用跨度Cm)模板型弓桁架 高度 (mm)上弦、腹桿.

14、下弦直徑(mm )中和軸 高度Yo慣性矩Io (X 10, mnT)板筒支：板連續(xù)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箏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_|續(xù)表鋼筋桁架樓承板一 好犧，一施工階段鋼

18、筋桁架樓承 板最大適用跨度(m)模板型號桁架 高度 (mm)上弦. 腹桿、 下弦直徑 (mm)中和軸 高度Yq (mm)慣性矩加 (X )05 mm4)板簡支板連續(xù)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續(xù)表鋼筋桁架樓承板摟板 厚度 (mm)施匚階段鋼筋桁架樓承 板咐大適用躊度(m)模板型號桁架 高度 (mm )上強(qiáng)，腹桿、下弦電徑中和軸 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門”“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實(shí)用標(biāo)準(zhǔn)注:1 .樓板混凝土強(qiáng)度等級為C20；最大適用跨度均為鋼筋桁架樓承板施階段不設(shè)臨時(shí)支掾時(shí)的跨 度：板連續(xù)是指兩等跨連續(xù).2 .材料；上下弦采

25、用成盤供應(yīng)的冷軋帶肋鋼筋550級，腹桿采用成盤供應(yīng)的冷軋光陰鋼筋550級， 底部鍍鋅鋼板屈服強(qiáng)度孑260N/mmJ3 .施工階段撓度控制值為1*80及20mm較小者,當(dāng)使用對撓度值有更嚴(yán)格要求時(shí)，需另行設(shè)計(jì).4 .產(chǎn)品編號說明:衣示鋼筋桁架樓承板長度（以m為單位）衣示鋼筋桁架高度包（以mm為單位）4.中和軸高度Y。示意:鋼筋挑格代號（見附表A或由設(shè)計(jì)人員定義） 名稱代號精彩文檔建筑鋼筋符號大全鋼筋主要分為有一級鋼筋，二級鋼筋，三級鋼筋等等，鋼筋符號的表示方法 有很多種，在不同的施工中，表示方法也不同。這里我們就來了解一下建筑鋼筋 符號大全，為你標(biāo)注鋼筋符號的時(shí)提供有用的參考。熱扎鋼筋等級和直徑

26、符號強(qiáng)度等級代號外形鋼種公稱直徑M1R符號（等緩）主要用途常用材料HPR235光陵低碳鋼8一一20非JS應(yīng)力Q235HRE335*月牙肋合金鋼650非旗應(yīng)力我應(yīng)力20InSiHRB40065025InSiRRB4006501t預(yù)應(yīng)力40Si2InV熱扎鋼筋鋼筋符號的表示方法主要是描述鋼筋的直徑， 外形，等級符合和 主要用途。通過鋼筋的種類還有鋼筋符號的表示可以看出， 不同的鋼筋的性能分 為很多種，用途也分很多種，所以我們在購買鋼筋的時(shí)候就要注意這些問題。鋼筋的標(biāo)注標(biāo)注銅筋的根數(shù)、宜役和等緞標(biāo)注銅筋的等緩、直徑和相鄰鋼筋中心距3 20：3：表示鋼筋的根數(shù)中;表示鋼筋等級直役符號20：表示銅筋直徑8也200：中：表示鋼筋等班直徑符號8=表示鋼筋直徑相等中心距符號200=相翎鋼筋的中心距（W20CZ在繁重施工過程中，我們還是會對所需鋼筋的數(shù)量和大小，以及鋼筋間的 直徑做一個表示，這一種表示方法就是以上的這種表示方法了， 在施工過程中通 過這樣簡單的語言表示出來才能讓工程做得有條有序。般鋼筋的表示方法名稱圖例名稱圖例:名稱圖例棚筋帶直鉤的1半圖形彎鉤r 二斷面鋼筋端部的銅筋塔鬻無彎鉤的鋼筋強(qiáng)部二 O帶笠扣鋼筋端部