建筑施工扣件式超强薄壁钢管脚手架计算用表、截面几何特性、长度系数、检查验收表、施工验收记录.docx

附录A计算用表A.0.1超强薄壁钢管双排脚手架立杆承受的每米结构自重标准值，可按表A.0.1-1、表A.0.1-2的规定取值。表A.0.1-1</48x1.3超强薄壁钢管双排脚手架立杆承受的每米结构自重标准值gk(kNm)步距(m)纵距(m)1.21.51.82.02.11.200.07650.08190.08730.09090.09271.350.07060.07550.08040.08370.08531.500.06580.07030.07480.07780.07931.800.05860.06260.06650.06910.07042.000.05510.05870.06230.06470.0660注：表内中间值可按线性插入计算。表A.0.1-2<48xl.5超强薄壁钢管双排脚手架立杆承受的每米结构自重标准值gk(kNn)步距(m)纵距(m)1.21.51.82.02.11.200.08340.08950.09550.09960.10161.350.07700.08250.08800.09170.09351.500.07180.07690.08200.08540.08711.800.06410.06850.07290.07590.07732.000.06030.06430.06840.07110.0725A.0.2超强薄壁钢管满堂脚手架与支撑脚手架立杆承受的每米结构自重标准值，可按表A.0.2-1、表A.022取值。表A.0.2-1<48xL3超强薄壁钢管满堂脚手架与支撑脚手架立杆承受的每米结构自重标准值gk(kNm)步距h(m)横距Ib(m)纵距la(m)0.30.60.9(1.0)1.2(1.3)1.51.82.00.600.30.09100.10210.11330.11700.12450.12820.13570.14680.15430.60.10210.11340.12460.12840.13590.13960.14710.15840.16590.9().11330.12460.13600.13980.14730.15110.15860.17()00.1775(1.0)0.11700.12840.13980.14350.15110.15490.16250.17380.18141.20.12450.13590.14730.15110.15870.16250.17010.18150.1891(1.3)0.12820.13960.15110.15490.16250.16630.17400.18540.19301.5().13570.14710.15860.16250.17010.17400.18160.19310.20081.80.14680.15840.17000.17380.18150.18540.19310.20470.21242.00.15430.16590.17750.18140.18910.19300.20080.21240.22010.900.30.07040.07860.08680.08950.09500.09770.10320.11140.11680.60.07860.08680.09510.09790.10340.10620.11170.12000.12550.90.08680.09510.10350.10630.11180.11460.12020.12850.1341(1.0)0.08950.09790.10630.10910.11460.11740.12300.13140.13701.20.09500.10340.11180.11460.12030.12310.12870.13710.1428(1.3)0.09770.10620.11460.11740.12310.12590.13150.14000.14571.50.10320.11170.12020.12300.12870.13150.13720.14570.15141.80.11140.12000.12850.13140.13710.14000.14570.15430.16012.00.11680.12550.13410.13700.14280.14570.15140.16010.16581.20.30.06010.06680.07350.07570.08020.08240.08690.09360.09810.60.06680.07360.08040.08260.08720.08940.09390.10070.10530.90.07350.08040.08720.08950.09410.09640.10100.10780.1124(1.0)0.07570.08260.08950.09180.()9640.09870.10330.11020.11481.2().08020.08720.09410.09640.10110.10340.10800.11500.1196(1.3)0.08240.08940.09640.09870.10340.10570.11030.11730.12201.50.08690.09390.10100.10330.10800.11030.11500.12210.12671.80.09360.10070.10780.11020.11500.11730.12210.12920.13392.0().09810.10530.11240.11480.11960.12200.12670.1339().1387注：表内中间值可按线性插入计克。续表A.021步距h(m)横距Ib(m)纵距IU(m)0.30.60.9(1.0)1.2(1.3)1.51.82.01.500.30.05390.05970.06550.06750.07130.07330.07720.08300.08690.60.05970.06560.07150.07350.07740.07940.08330.08920.09310.90.06550.07150.07750.07950.08350.08550.08940.09540.0994(1.0)0.06750.07350.07950.08150.08550.08750.09150.09750.10151.20.07130.07740.08350.08550.08950.09150.09560.10160.1057(1.3)0.07330.07940.08550.08750.09150.09360.09760.10370.10781.50.07720.08330.08940.09150.09560.09760.10170.10790.11191.80.08300.08920.09540.09750.10160.10370.10790.11410.11822.00.08690.09310.09940.10150.10570.10780.11190.11820.12241.800.30.04980.05500.06020.06200.06540.06720.07070.07590.07940.60.05500.06030.06560.06740.07090.07270.07620.08150.08510.90.06020.06560.07100.07280.07640.07820.08180.08710.0907(1.0)0.06200.06740.07280.07460.07820.08000.08360.08900.09261.20.06540.07090.07640.07820.08180.08370.08730.09280.0964(1.3)0.06720.07270.07820.08000.08370.08550.08910.09460.09831.50.07070.07620.08180.0836().08730.08910.09280.09840.10211.80.07590.08150.08710.08900.09280.09460.09840.10400.10782.00.07940.08510.09070.09260.09640.09830.10210.10780.11152.00.30.04770.05260.05760.05920.06250.06410.06740.07230.07560.60.05260.05760.06260.06430.06770.06930.07270.07770.08100.90.05760.06260.06770.06940.07280.07450.07790.08300.0864(1.0)0.05920.06430.06940.07110.07450.07620.07970.08480.08821.20.06250.06770.07280.07450.07800.07970.08320.08830.0918(13)0.06410.06930.07450.07620.07970.08140.08490.