免拆底模平面钢筋桁架楼承板常用型号

免拆底模平面钢筋桁架楼承板常用型号免拆底模平面钢筋桁架楼承板常用型号可按表A.0.1-1选用，常用钢筋桁架钢筋规格代号可按表A.0.1-2选用。表A.0.1-1免拆底模平面钢筋桁架楼承板常用型号免拆底模钢筋桁架楼承板板厚（mm）最大适用跨度型号钢筋桁架高度（mm）钢筋桁架规格WKPB1-606011002.6WKPB2a-602a1002.7WKPB3a-603a1002.8WKPB4a-604a1002.9WKPB5a-605a1003.0WKPB6a-606a1003.1WKPB1-707011103.0WKPB2a-702a1103.1WKPB3a-703a1103.2WKPB4a-704a1103.3WKPB5a-705a1103.4WKPB6a-706a1103.4WKPB1-808011203.4WKPB2a-802a1203.5WKPB3a-803a1203.6WKPB4a-804a1203.7WKPB5a-805a1203.9WKPB6a-806a1204.0WKPB1-909011303.6续表A.0.1-1免拆底模钢筋桁架楼承板板厚（mm）最大适用跨度型号钢筋桁架高度（mm）钢筋桁架规格WKPB2a-90902a1303.7WKPB3a-903a1303.8WKPB4a-904a1303.9WKPB5a-905a1304.0WKPB6a-906a1304.1WKPB2a-1001002a1404.0WKPB3a-1003a1404.2WKPB4a-1004a1404.3WKPB5a-1005a1404.4WKPB6a-1006a1404.5WKPB2b-1101102b1504.2WKPB3b-1103b1504.3WKPB4b-1104b1504.5WKPB5b-1105b1504.6WKPB6b-1106b1504.7WKPB2b-1201202b1604.6WKPB3b-1203b1604.8WKPB4b-1204b1604.9WKPB5b-1205b1605.0WKPB6b-1206b1605.1WKPB2b-1301302b1704.8WKPB3b-1303b1705.0WKPB4b-1304b1705.1WKPB5b-1305b1705.5续表A.0.1-1免拆底模钢筋桁架楼承板板厚（mm）最大适用跨度型号钢筋桁架高度（mm）钢筋桁架规格WKPB6b-1301306b1705.6WKPB2c-1401402c1805.2WKPB3c-1403c1805.3WKPB4c-1404c1805.4WKPB5c-1405c1805.5WKPB6c-1406c1805.6WKPB3c-1501503c1905.4WKPB4c-1504c1905.6WKPB5c-1505c1905.8WKPB6c-1506c1906.0WKPB4c-1601604c2006.2WKPB5c-1605c2006.3WKPB6c-1606c2006.5WKPB4c-1701704c2106.3WKPB5c-1705c2106.5WKPB6c-1706c2106.9注：1免拆底模钢筋桁架楼承板在施工阶段应设置临时支撑。临时支撑应垂直免拆底模钢筋桁架楼承板板跨方向，并均匀布置，布置间距不大于1m。2钢筋桁架上弦、下弦钢筋采用HRB400钢筋，腹杆钢筋采用CRB550钢筋。如果钢筋桁架上弦、下弦钢筋采用HRB500钢筋、HRB600钢筋、CRB600H钢筋，可直接进行等强度代换，并进行施工阶段验算。3钢筋桁架间距按200mm计算，垂直于钢筋桁架方向上部钢筋位于钢筋桁架上弦钢筋下方。4柱边位置免拆底模钢筋桁架楼承板需切角，钢筋桁架切掉时需做好支撑。5如果板厚超出表中所列型号范围，可按本标准有关要求进行设计确定。表A.0.1-2钢筋桁架规格代号钢筋桁架

规格钢筋直径和配筋面积上弦钢筋（mm）下弦钢筋（mm）腹杆钢筋（mm）上弦配筋面积（mm2/m）下弦配筋面积（mm2/m）1884.52512512a8104.52513932b81052513932c8125.52515653a10124.53935653b101253935653c10125.53935654a10144.53937704b101453937704c10145.53937705a121255655655b12125.55655655c121265655656a121455657706b12145.55657706c12146565770注