A型（V型）钢筋桁架楼承板型号表（600mm宽）钢筋桁架楼承板选型表产品详细介貂钢觴桁架楼祇扳橫板型号桁架上弦、JHWF.下弦宜径中利轴Yo根性矩IoCXL0smm4)楼板(mm}施工阶段钢筋桁架楼承披最大适用跨度（01）Cmm)(mm)(mm)板同支板谨续TDK707047.65LQS91001.81.8ITDI-SO鮒乩4.652351.421HO1.91.81丁DI-909057.06i.S3?1202.02.0TDI-300iOO6L7723G51302.02.0TDMW1108.业5・666472,8261402.12.2TDI-120no71.IS3.4011502.12.2TD2^7070乳4・X39.671.294100I.S2.4TD2-808043L743f]01.92.4TM-90908.4.5,S46・3322591202.02L8TD2-10010049.672.S421302.02.8TO2-J10M0553.4921402.12.81TD2d2012056334.211502.1!3.0TD2-IS0330脣5,S5^.674.9041602.2列TD2-14O1406S5,84517Q2,23.0TD2J旳150比336.763ISO2.230.TD2-160160815>51S69.677.74819G23X0TD2-I7017073胭2002.33.0TD3^707045.75|L6511002.53.0TD3-K0£010.45.850.142.232HO2.73.0|TO3-909054.53Z9G2J202.9LxTD3-1001003侖山3.03.2TDS^UOE1O6334307'14Qsi''|3.4TD3-120]2OKI.3・867.6854421503A5.6:TD3J3O13072076x46516035監6TD3-14014076.467.5761703.6J.6TD3-150150|10-5,5-8rso.s4n8.77513Q3打3J8W3J6O160阪23i{).062E903j3.STD3-I70|170W.6-X89⑹11.438'2003虔3,5TD4-7D70401¥1002-63,2TD4-8O8(}10.4$9043332.58JLO2.834JTD4-9D9046.673.3661203J'3,4TD4-100100504.2561303.43.6TD4-H011()10.5.K>5工驀5.2511403,45,6TD4J20120'56.67635''1503,5TSTD4-I3Q1307.5551603.638TD4d4014Q63338.8M1703.64.0TD4-ISOISO10.5.5+IO66.6710.2771803.740TD4-16G16070"961903.7|40TD4170170lOt氣10733313.4192惯性綁Jo(x1(J-mm*>搂板厚度(mm)施【.阱骰銅聊和架掘咏板眾典适用跨投(m)(mm)(mm)(mm)扳连续,TD4-180180146<1076.6715J472103,8<2丁皿例咖*0出392203.KTD*亦20083,331S.937i303.9<5TD4-2H)21010，«久3086.6720.95924034.2TD4-22C220.>.o.23_iOS2503.94,2TD4-23C230⑷.？・尚一-….93,3325J$7?6<)4.0M!TD4•加024096,6727JI3270404.4TEM-35(]250丨皿30-17J2和404.4TD4去02601(»,75.10103.33J2.742904.04,4YM27O270106.67iS,4t3004,04.4TD5-7O7Q50J71.9^1002.62.STU5-8l>8012,4.5.K56,062磁110上店3乜TD5-9O9061353.42120-""3.2JIDS^IQOICC66.654.325ISO,<23空TDS-11O110九94S.336140工43.4TD5^2012012，5.K77.24ft.454150>.63.6705-130130S2537.67S1DS-HO140]2.5.$,EK7^29.0G9170踊3&TO5-150'12093J210.446ISO4©3.81D5-16016012,&、R98.4111.9X9\964.04.0TDS^70|176g消13.65?湎4.03.S70⑵4.5，Id44.72309IOD2.Sr3.6.TM-80I004S.S85,151HOJ.03.6「gg9Q53.074/124120门4.2TD6-100LW12.笳1057.265.22«1303.54.4丁0&【1011061.446.4651403.64.4TD6-12012065.637.8321503.84.6W创130⑵5.5,1069-S1*33II6t)3©去8TD6-I4014C74^,962170斗.04,8TD6-I50侃78.1912.724ISO斗.24,8TD6d6016012.乩1082.37!4£1E1904.2生0PM-170t?«o663616.643JOO4.4TD6-18Q⑻""90.74心210I5,0FD6-H0'1%12，6.5.1()94.9321.0882204.5i5.2TD&2胚20099.12莎觀23Q%|1悅玄―「TI56-2IO210103326.05924046久2TD6-22O22012，7,10107,4928.7422504.85.2TD6^230-230111.673L5562604852TD6-240痂I2i7.5TIC115.8634.50227048■4|2501200537.5792SQ5.0S4TD6-Z602仙1苏S+IQ124.2340.7882905.054TD6^702MI2S-1244.1293(川S.05.4'钢筋桁架•様承板槎械fmm)施上阶段钢筋桁架樸承板址人适用跨度Cm)模械塑号榕架裔度mm)上眩、腹杆、下載直径(mm)中棚轴窩度Y。([Yim)惯性矩加(x1(/mm4)扳晡支扳连续TD7-707012,451240332.5671002.93.3TD7-808043673.5171103.23KTD7-9090474.6181203.44.2门rr脚tooUTA1250.33，•間9130“4.4TD7-II011053.677.2721403.84.4TD人12012057S.82515()344.6TD7-13C13012-551260.3310,5291604.04.6TD7-I钊14063.67123841704.24STD卜150ISO673438918043|4.JT"Z16012,乩1270.3316.5461^()445J)TD7^17017073.6718.8532004.5|5.01D7-IS0uo|772I3H2104,65.2TD7-I90=网12,6.5.12803i23.922204.75.21D7-2001...
VIP
