钢筋桁架楼承板设计手册-2

1、 200分1.5 25/30035栓钉 1B4点焊12.0mmW板包边 8200钢筋桁架模板100 63X居丁50100X 63X6分布筋贵州筋工工程有限公司工程名称/子项/设计单位/所别结构所专业负责人/所长节点大样设计号001审定/设计主持人图号结施-1审核/工作负责人比例1:100校核/设计/日期2013-12-28附录一A型钢筋桁架楼承板选用表钢筋桁架楼承板楼承板 厚度(mm)施工阶段钢筋桁 架模板量大适用 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。(mm)惯性矩10 (X 105mm4)板间支板连续TDA1-707084647.651.059100

2、1.81.8TDA1-808052.351.4211101.92.0TDA1-909057.061.8371202.02.0TDA1-10010061.772.3051302.02.0TDA1-1101108, 4.5, 666.472.8261402.12.2TDA1-12012071.183.4011502.12.2TDA2-707084839.671.2941001.82.6TDA2-80808, 4.5, 8431.7431101.92.6TDA2-909046.332.2591202.02.8TDA2-10010049.672.8421302.02.8TDA2-110110533.4

3、921402.13.0TDA2-1201208,5,856.334.211502.13.0TDA2-13013059.674.9941602.23.0TDA2-140140635.8451702.23.2TDA2-15015066.336.7631802.23.2TDA2-1601608, 5.5 859.687.7481902.33.2TDA2-170170738.82002.33.2TDA3-707010 4.5 845.751.651002.53.2TDA3-808050.142.2321102.73.2TDA3-909054.532.9021202.93.4TDA3-10010058.

4、913.661303.03.4TDA3-11011010,5,863.34.5071403.23.6TDA3-12012067.685.4421503.43.6TDA3-13013072.076.4651603.54.0TDA3-14014010, 5.5, 876.467.5761703.64.0TDA3-15015080.848.7751803.74.0TDA3-16016085.2310.0621903.74.0TDA3-17017010,6,889.6111.4382003.84.2TDA4-707010 4.5 10401.91002.63.2TDA4-808043.332.5811

5、02.83.4TDA4-909046.673.3661203.13.6TDA4-10010010, 5, 10504.2561303.33.8TDA4-11011053.335.2511403.43.8TDA4-12012056.676.351503.54.0TDA4-130130607.5551603.64.0TDA4-14014010, 5.5, 1063.338.8641703.64.0TDA4-15015066.6710.2771803.74.2TDA4-1601607011.7961903.74.2TDA4-17017010, 6, 1073.3313.4192003.84.2TDA

6、4-18018076.6715.1472103.84.4TDA41901908016.9792203.84.4TDA4-20020010, 6.5, 1083.3318.9172303.94.4TDA4-21021086.6720.9592403.94.4TDA4-2202209023.1052503.94.4TDA4-23023010, 7, 1093.3325.3572604.04.6TDA4-24024096.6727.7132704.04.6TDA4-25025010, 7.5, 1010030.1742804.04.6TDA4-260260103.3332.742904.04.6TD

7、A4-270270106.6735.413004.04.6TDA5-707012 4.5 850.771.931002.63.0TDA5-808056.062.6221102.83.4TDA5-909061.353.421203.03.4TDA5-10010066.654.3251303.23.4TDA5-11011012, 5, 871.945.3361403.43.6TDA5-12012077.246.4541503.63.6TDA5-13013082.537.6781603.73.6TDA5-14014012, 5.5 ,887.829.0091703.83.8TDA5-15015093

8、.1210.4461804.03.8TDA5-16016012, 6, 898.4111.9891904.04.0TDA5-170170103.7113.6392004.04.2TDA6-707012 4.5 1044.72.3091002.83.8TDA6-808048.883.1511103.04.0TDA6-909012, 5 ,1053.074.1241203.34.2TDA6-10010057.265.2281303.54.4TDA6-11011061.446.4651403.64.6TDA6-12012012, 5.5 ,1065.637.8321503.84.8TDA6-1301

9、3069.819.3311603.94.8TDA6-1401407410.9621704.05.0TDA6-15015012, 6, 1078.1912.7241804.25.0TDA6-16016082.3714.6181904.25.2TDA6-17017086.5616.6432004.45.2TDA6-18018012, 6.5, 1090.7418.82104.45.2TDA619019094.9321.0882204.55.4TDA6-20020099.1223.5082304.65.4TDA6-21021012, 7, 10103.326.0592404.65.4TDA6-220

10、220107.4928.7422504.85.4TDA6-230230111.6731.5562604.85.4TDA6-24024012, 7.5, 10115.8634.5022704.85.6TDA6-250250120.0537.5792805.05.6TDA6-26026012, 8, 10124.2340.7882905.05.6TDA6-270270128.4244.1293005.05.6TDA7-707012 4.5 1240.332.5671002.93.8TDA7-808043.673.5171103.23.8TDA7-909012,5,12474.6181203.44.

11、2TDA7-10010050.335.8691303.64.4TDA7-11011053.677.2721403.84.6TDA-12012012, 5.5,12578.8251503.94.8TDA7-13013060.3310.5291604.04.8TDA7-14014063.6712.3841704.25.0TDA7-15015012, 6, 126714.3891804.35.0TDA7-16016070.3316.5461904.45.2TDA7-17017073.6718.8532004.55.2TDA7-18018012, 6.5 ,127721.3112104.65.2TDA

12、7-19019080.3323.922204.75.4TDA7-20020083.6726.6792304.85.4TDA7-21021012, 7, 128729.592404.95.4TDA7-22022090.3332.6512505.05.4TDA7-23023093.6735.8632605.15.6TDA7-24024012, 7.5, 129739.2262705.25.6TDA7-250250100.3342.7392805.25.6TDA7-26026012, 8,12103.6746.4032905.35.6TDA7-27027010750.2193005.45.6.楼板混

13、凝土强度等级为 C20;最大适用跨度均为钢筋桁架模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。.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圆钢筋550级，底部镀锌钢板屈服强度 260N/mm .施工阶段挠度控制值为 lo/180级20mm$小者。当使用挠度值有更严格要求时，需另行设 计。.产品编号说明：表示钢筋桁架楼承板长度（以m为单位）表示钢筋桁架高度ht （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.中和轴高度Yo示意图：B型钢筋桁架楼承板选用表钢筋桁架楼承板楼承板 厚度(mm)施工阶段钢筋桁 架模板量大适用 跨度(m)模板型号

14、桁架高度(mm)上弦、腹杆、 下弦直径(mm)中和轴高度丫。(mm)惯性矩10 (X 105mm4)板间支板连续TDB1-707084647.651.0591001.91.8TDB1-808052.351.42111022TDB1-909057.061.8371202.02.0TDB1-10010061.772.3051302.02.0TDB1-1101108, 4.5, 666.472.8261402.12.2TDB1-12012071.183.4011502.12.2TDB2-707084839.671.2941001.82.6TDB2-80808, 4.5, 8431.7431101.9

15、2.6TDB2-909046.332.2591202.02.8TDB2-10010049.672.8421302.02.8TDB2-110110533.4921402.13.0TDB2-1201208,5,856.334.211502.13.0TDB2-13013059.674.9941602.23.0TDB2-140140635.8451702.23.2TDB2-15015066.336.7631802.23.2TDB2-1601608,5.5 859.687.7481902.33.2TDB2-170170738.82002.33.2TDB3-7070104.5 845.751.651002

16、.53.2TDB3-808050.142.2321102.73.2TDB3-909054.532.9021202.93.4TDB3-10010058.913.661303.03.4TDB3-11011010,5,863.34.5071403.23.6TDB3-12012067.685.4421503.43.6TDB3-13013072.076.4651603.54.0TDB3-14014010, 5.5, 876.467.5761703.64.0TDB3-15015080.848.7751803.74.0TDB3-16016085.2310.0621903.74.0TDB3-17017010,

17、6,889.6111.4382003.84.2TDB4-707010 4.5 10401.91002.63.2TDB4-808043.332.581102.83.4TDB4-909010, 4.5, 1046.673.3661203.13.6TDB4-10010010, 5, 10504.2561303.33.8TDB4-11011053.335.2511403.43.8TDB4-12012056.676.351503.54.0TDB4-130130607.5551603.64.0TDB4-14014010, 5.5, 1063.338.8641703.64.0TDB4-15015066.67

18、10.2771803.74.2TDB4-1601607011.7961903.74.2TDB4-17017010, 6, 1073.3313.4192003.84.2TDB4-18018076.6715.1472103.84.4TDB41901908016.9792203.84.4TDB4-20020010, 6.5, 1083.3318.9172303.94.4TDB4-21021086.6720.9592403.94.4TDB4-2202209023.1052503.94.4TDB4-23023010, 7, 1093.3325.3572604.04.6TDB4-24024096.6727

19、.7132704.04.6TDB4-25025010, 7.5, 1010030.1742804.04.6TDB4-260260103.3332.742904.04.6TDB4-270270106.6735.413004.04.6TDB5-707012 4.5 850.771.931002.63.0TDB5-808056.062.6221102.83.4TDB5-909061.353.421203.03.4TDB5-10010066.654.3251303.23.4TDB5-11011012, 5, 871.945.3361403.43.6TDB5-12012077.246.4541503.6

20、3.6TDB5-13013082.537.6781603.73.6TDB5-14014012, 5.5 ,887.829.0091703.83.8TDB5-15015093.1210.4461804.03.8TDB5-16016012, 6, 898.4111.9891904.04.0TDB5-170170103.7113.6392004.04.2TDB6-707012 4.5 1044.72.3091002.83.8TDB6-808048.883.1511103.04.0TDB6-909012, 5 ,1053.074.1241203.34.2TDB6-10010057.265.228130

21、3.54.4TDB6-11011061.446.4651403.64.6TDB6-12012012, 5.5 ,1065.637.8321503.84.8TDB6-13013069.819.3311603.94.8TDB6-1401407410.9621704.05.0TDB6-15015012 6 1078.1912.7241804.25.0TDB6-16016082.3714.6181904.25.2TDB6-17017086.5616.6432004.45.2TDB6-18018012, 6.5, 1090.7418.82104.45.2TDB619019094.9321.0882204

22、.55.4TDB6-20020099.1223.5082304.65.4TDB6-21021012, 7, 10103.326.0592404.65.4TDB6-220220107.4928.7422504.85.4TDB6-230230111.6731.5562604.85.4TDB6-24024012, 7.5, 10115.8634.5022704.85.6TDB6-25250120.0537.5792805.05.6TDB6-26026012, 8, 10124.2340.7882905.05.6TDB6-270270128.4244.1293005.05.6TDB7-707012 4

23、.5 1240.332.5671002.93.8TDB7-808043.673.5171103.24TDB7-909012,5,12474.6181203.44.2TDB7-10010050.335.8691303.64.4TDB7-11011053.677.2721403.84.6TDB-12012012, 5.5, 12578.8251503.94.8TDB7-13013060.3310.5291604.04.8TDB7-14014063.6712.3841704.25.0TDB7-15015012, 6, 126714.3891804.35.0TDB7-16016070.3316.546

24、1904.45.2TDB7-17017073.6718.8532004.55.2TDB7-18018012, 6.5 ,127721.3112104.65.2TDB7-19019080.3323.922204.75.4TDB7-20020083.6726.6792304.85.4TDB7-21021012, 7, 128729.592404.95.4TDB7-22022090.3332.6512505.05.4TDB7-23023093.6735.8632605.15.6TDB7-24024012, 7.5, 129739.2262705.25.6TDB7-250250100.3342.739

25、2805.25.6TDB7-26026012, 8,12103.6746.4032905.35.6TDB7-27027010750.2193005.45.6.楼板混凝土强度等级为 C20;最大适用跨度均为钢筋桁架模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。.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圆钢筋550级，底部镀锌钢板屈服强度 260N/mm .施工阶段挠度控制值为 l 0/180级20mm$小者。当使用挠度值有更严格要求时，需另行设 计。.产品编号说明：表示钢筋桁架楼承板长度（以m为单位）表示钢筋桁架高度艮（以表示钢筋桁架楼承板长度（以m为

26、单位）表示钢筋桁架高度艮（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.中和轴高度Yo示意图:,其余每隔跨布满活荷载。B.1.1进行布置。附录二等跨连续板在均布荷载作用下的弯矩系数,其余每隔跨布满活荷载。B.1.1进行布置。B.1.1活荷载量不利布置计算活荷载的最大弯矩时，应考虑活荷载在板上最不利布置。表B.1.1是以五跨板为例来说明活荷载的不知方法。表 B.1.1活荷载布置图弯矩最大值A EA-E F 444444dM、M、M3rw h 2.AAA AA AM、MM1N N 1，H IN口MCiAA AJ 八 1口 1 1 1MDME由表1可看出：求算某跨的最大正弯矩时，

27、该跨应不满活荷载，其余每一跨布满活荷载;荷载图跨内取大号矩支座弯矩MM2M3-T0.070.07-0.125331,1LI UJL0.096一-0.063L ,： -求算某支座的最大负弯矩时，该支座相邻两跨应布满活荷载,B.1.2等跨连续板在均布荷载作用下的弯矩系数1.在均布荷载作用下：M素中系数X ql2；2.当有活荷载作用时，为求算最大弯矩，其荷载参照表3.弯矩的正负号：使截面上部受压、下部受压者为正。两跨板表B.1.2三跨板表B.1.3荷载图跨内取大号矩支座弯矩1MlM2MBMC0.080.025-0.1-0.1U0.101一-0.05-0.05 k-1脑T1 M H TAA i一0.075-0.05-0.05A0.0730.054-0.117-0.0330.094一0.0670.017四跨板表B.1.4荷载图跨内取大号矩支座弯矩MMMM4MMCMDm，口 h d TI i J i 1 i J3Ml,一uV 一10.0770.0360.0360.077-0.107-0.107-0.107“HI M0.1一0.081一-0.054-0.036-0.054、J V.2 V ll 凸JMd，0.0720.061一0.098-0.121-0.018-0.058X/* 凸.一0.0560.056一-0.036-0.107-0.