2、-UOtio8.4.5,666.472.8261402.12.2TDM2012071.183.4011502.12.2TD2-7O708.4,839.67L2941001.82.4TD2-8O808.4s843L7431101.92ATD2-9090463322591202.025TD2-10010049.67F2.8421302.02£-TD2dlOHO5334921402.12.8TD2-12O1208,5,856.334211502.13.0TD2-BO13059.674/J941602.23.0TD2-】401406
3、35.8451702,23.0TD2-15O15066336.7631802.23,0TD2-160160K5s869.67工7481902.33.0TD2-I70)7073200233.0TD3-7O7010■4451845^751.65100”2.53.0TD3-8O8050J42.232no2.73.0TD3-9O9054.532.9021202.93.2TD3-KK)too1303.03.2ITD3-H011010.5・863.345071403,23.4TD3-12012067.6H5.4421503.436TD3
4、-130130I72.076.4651603.53.6TD3.14014010,5,5.876.467.5761703.63.6TD3-150115080.84118.775j1803.73£TD3-16016085.2310,06211903.734TD3-1701701】0,6.889.6111,4382003.83.8TD4707010.4sJO401.91002.63,2TD4-S08043.33L581102.83.4TD4-909046.673.3661203,13,4TD4-100100HL5.10504.25
5、6130：3.436TD4-H0)10533352511403.43.6TD4-12012056.6763515033.8TD4-130I3Q607.55516口3.63.8TD4-14014010.53NO63338.8641703.64.0TD415015066.6710.2771803.74.0TIM-160160170IL7961903.74QTD4-I70t7010r6.73.3313492003.84.2实用标准续收钢筋桁桑&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
6、、腹杆、卜弦直径(mm)中和轴高度Yo(mm)惯性担1。(X10$mm')板前支板连续TO4-180ISOM6.176.67)15J472103,84.2;TIMI901901o8016979220二X4.0TD4-20020083,3318.9J72303.94.2TD4-21O210)0.6.5.in86.6720,95924()5,94.2TD42202209023.1052503.94,2T1)4-230230107,933325.3572604.04,4TD4-2402401u96.6727,71327014.04
7、.4TD4-25025010030J742804.()4.4TD4-260260HL7.5,KJ103.3332742904,04.4「D4C70270106.6735.413004,04.4!TD5-7O7050.771.931002.624TD5-8O8012.4.5g56,062.622no2.83,2TD5-90]906L353.421203.032TD5l0010066.654.325130j3.23.2TD5-110HO7L945336140343.4TD5-120]2O125877.246.4541503.63
8、.6TD5-13O13082.537.678160373.6TD5-14014012.55.Q87,829.0091703.X3.8TD5-150150"1cv93.121F10.4461804.03.8TD5-160160126S984111.9S91904.04.0TD5-17O170
