钢筋桁架楼承板选型表-(1)

Q/DWJC 01-2011附录A：钢筋桁架楼承板选用表楼板厚度（mm)板型V (590mm宽）板型W（600mm宽）桁架高度(mm)施工阶段无支撑最大适用跨度(m)上弦、腹杆下弦直径（mm)中和轴高度 Y0 (mm)惯性矩I0（105mm4)板简支板连续100TDV1-70TDW1-70701.8 1.8 8，4.5，647.65 1.059110TDV1-80TDW1-80801.9 1.8 52.35 1.421 120TDV1-90TDW1-90902.0 2.0 57.06 1.837 130TDV1-100TDW1-1001002.1 2.0 61.77 2.305 140TDV1-110TDW1-1101102.1 2.2 66.47 2.826 150TDV1-120TDW1-1201202.1 2.2 71.18 3.401 100TDV2-70TDW2-70701.8 2.4 8，4.5，839.67 1.294 110TDV2-80TDW2-80801.9 2.6 43.00 1.743 120TDV2-90TDW2-90902.0 2.6 46.33 2.259 130TDV2-100TDW2-1001002.0 2.8 49.67 2.842 140TDV2-110TDW2-1101102.1 2.8 53.00 3.492 150TDV2-120TDW2-1201202.1 3.0 8，5，856.33 4.210 160TDV2-130TDW2-1301302.2 3.0 59.67 4.994 170TDV2-140TDW2-1401402.2 3.0 63.00 5.845 180TDV2-150TDW2-1501502.2 3.0 66.33 6.763 190TDV2-160TDW2-1601602.3 3.0 8，5.5，869.67 7.748 200TDV2-170TDW2-1701702.3 3.0 73.00 8.800 100TDV3-70TDW3-70702.5 3.0 10，4.5，845.75 1.650 110TDV3-80TDW3-80802.7 3.0 50.14 2.232 120TDV3-90TDW3-90903.0 3.2 54.53 2.902 130TDV3-100TDW3-1001003.0 3.2 58.91 3.660 140TDV3-110TDW3-1101103.2 3.4 10，5，863.30 4.507 150TDV3-120TDW3-1201203.4 3.6 67.68 5.442 160TDV3-130TDW3-1301303.5 3.6 72.07 6.465 170TDV3-140TDW3-1401403.6 3.6 10，5.5，876.46 7.600 180TDV3-150TDW3-1501503.7 3.8 80.84 8.775 190TDV3-160TDW3-1601603.7 3.8 85.23 10.062 200TDV3-170TDW3-1701703.8 3.8 10，6，889.61 11.438 100TDV4-70TDW4-70702.6 3.2 10，4.5，1040.00 1.900 楼板厚度 （mm)板型V(590mm宽）板型W（600mm宽）桁架高度(mm)施工阶段无支撑 最大适用跨度(m)上弦、腹杆下弦直径（mm)中和轴高度Y0 (mm)惯性矩I0（105mm4)板简支板连续110TDV4-80TDW4-80802.8 3.4 10，4.5，1043.33 2.580 120TDV4-90TDW4-90903.1 3.4 46.47 3.366 130TDV4-100TDW4-1001003.3 3.6 10，5，1050.00 4.256 140TDV4-110TDW4-1101103.4 3.6 53.33 5.251 150TDV4-120TDW4-1201203.5 3.8 56.67 6.350 160TDV4-130TDW4-1301303.6 3.8 60.00 7.555 170TDV4-140TDW4-1401403.6 4.0 10，5.5，1063.33 8.864 180TDV4-150TDW4-1501503.7 4.0 66.67 10.277 190TDV4-160TDW4-1601603.7 4.0 70.00 11.796 200TDV4-170(2）TDW4-170(2）1703.8 3.6 73.33 13.419 210TDV4-180(2)TDW4-180(2)1803.8 3.2 76.67 15.144 200TDV4-170TDW4-1701703.8 4.2 10，6，1073.33 13.419 210TDV4-180TDW4-1801803.8 4.2 76.67 15.144 220TDV4-190TDW4-1901903.8 4.0 80.00 16.971 230TDV4-200TDW4-2002003.9 3.6 83.33 18.907 240TDV4-210TDW4-2102103.8 3.4 86.67 20.948 250TDV4-220TDW4-2202203.6 3.0 90.00 23.094 260TDV4-230TDW4-2302303.2 2.8 93.33 25.344 100TDV5-70TDW5-70702.6 2.8 12，4.5，850.77 1.930 110TDV5-80TDW5-80802.8 3.2 56.06 2.622 120TDV5-90TDW5-90903.1 3.2 61.35 3.420 130TDV5-100TDW5-1001003.2 3.2 66.65 4.325 140TDV5-110TDW5-1101103.4 3.4 12，5，871.94 5.336 150TDV5-120TDW5-1201203.6 3.6 77.24 6.454 160TDV5-130TDW5-1301303.7 3.6 82.53 7.678 170TDV5-140TDW5-1401403.8 4.0 12，5.5，887.82 9.009 180TDV5-150TDW5-1501504.0 3.8 93.12 10.446 190TDV5-160(2)TDW5-160(2)1604.0 4.0 98.41 11.989 200TDV5-170(2)TDW5-170(2)1704.0 3.6 103.71 13.639 210TDV5-180(2)TDW5-180(2)1803.7 3.2 109.00 15.388 190TDV5-160 TDW5-160 1604.0 4.0 12，6，898.41 11.989 200TDV5-170 TDW5-170 1704.0 3.8 103.71 13.639 楼板厚度 （mm)板型V(590mm宽）板型W（600mm宽）桁架高度(mm)施工阶段无支撑最大适用跨度(m)上弦、腹杆下弦直径（mm)中和轴高度 Y0(mm)惯性矩I0（105mm4) 板简支板连续210TDV5-180TDW5-1801804.2 3.8 12，6，8109.00 15.388 220TDV5-190TDW5-1901904.2 4.0 114.29 17.249 230TDV5-200TDW5-2002004.2 3.6 119.59 19.218 240TDV5-210TDW5-2102103.8 3.4 124.88 21.292 250TDV5-220TDW5-2202203.6 3.0 130.17 23.473 260TDV5-230TDW5-2302303.2 2.8 135.47 25.761 100TDV6-70TDW6-70702.8 3.6 12，4.5，1044.70 2.309 110TDV6-80TDW6-80803.0 3.6 48.88 3.151 120TDV6-90TDW6-90903.3 4.2 12，5，1053.07 4.124 130TDV6-100TDW6-1001003.5 4.2 57.26 5.228 140TDV6-110TDW6-1101103.6 4.4 61.44 6.465 150TDV6-120TDW6-1201203.8 4.6 12，5.5，1065.63 7.832 160TDV6-130TDW6-1301303.9 4.6 69.81 9.331 170TDV6-140TDW6-1401404.0 4.8 74.00 10.962 180TDV6-150(2)TDW6-150(2)1504.2 4.4 12，5.5，1078.19 12.724 190TDV6-160(2)TDW6-160(2)1604.2 4.0 82.37 14.618 200TDV6-170(2)TDW6-170(2)1704.2 3.6 86.56 16.643 210TDV6-180(2)TDW6-180(2)1803.8 3.2 90.74 18.791 180TDV6-150TDW6-1501504.2 4.8 12，6，1078.19 12.724 190TDV6-160 TDW6-160 1604.2 5.0 82.37 14.618 200TDV6-170 TDW6-170 1704.4 5.0 86.56 16.643 210TDV6-180 TDW6-180 1804.4 4.6 90.74 18.791 220TDV6-190TDW6-1901904.5 4.2 94.93 21.078 230TDV6-200TDW6-2002004.4 3.8 99.12 23.496 240TDV6-210TDW6-2102104.0 3.4 103.30 26.046 250TDV6-220TDW6-2202203.6 3.0 107.49 28.728 260TDV6-230TDW6-2302303.4 2.8 111.67 31.540 100TDV7-70TDW7-70702.9 3.8 12，4.5，1240.33 2.567 110TDV7-80TDW7-80803.2 3.8 43.67 3.517 120TDV7-90TDW7-90903.4 4.2 12，5，1247.00 4.618 130TDV7-100TDW7-1001003.6 4.4 50.33 5.869 140TDV7-110TDW7-1101103.8 4.4 53.67 7.272 楼板厚度 （mm)板型V(590mm宽）板型W（600mm宽）桁架高度(mm)施工阶段无支撑最大适用跨度(m)上弦、腹杆下弦直径（mm)中和轴高度 Y0 (mm)惯性矩I0（105mm4) 板简支板连续150TDV7-120TDW7-1201203.9 4.6 12，5.5，1257.00 8.825 160TDV7-130TDW7-1301304.0 4.6 60.33 10.529 170TDV7-140TDW7-1401404.2 4.8 63.67 12.384 180TDV7-150(2)TDW7-150(2)1504.3 4.6 67.00 14.389 190TDV7-160(2)TDW7-160(2)1604.4 4.0 70.33 16.546 200TDV7-170(2)TDW7-170(2)1704.2 3.6 73.67 18.853 210TDV7-180(2)TDW7-180(2)1803.8 3.2 77.00 21.300 220TDV7-190(2)TDW7-190(2)1903.6 3.0 80.33 23.908 180TDV7-150 TDW7-150 1504.3 4.8 12，6，1267.00 14.389 190TDV7-160 TDW7-160 1604.4 5.0 70.33 16.546 200TDV7-170 TDW7-170 1704.5 5.0 73.67 18.