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

《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》由会员分享，可在线阅读，更多相关《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（18页珍藏版）》请在优知文库上搜索。

1、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

2、.0660注：表内中间值可按线性插入计算。表A.0.1-248xl.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

3、按表A.0.2-1、表A.022取值。表A.0.2-148xL3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

4、.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().13570.14710.15860.16250.17010.17400.18160.19310.20081.80.14680.15840.17000.17380.18150.18540.19310.20470.21242.00.15430.1

5、6590.17750.18140.18910.19300.20080.21240.22010.900.30.07040.07860.08680.08950.09500.09770.10320.11140.11680.60.07860.08680.09510.09790.10340.10620.11170.12000.12550.90.08680.09510.10350.10630.11180.11460.12020.12850.1341(1.0)0.08950.09790.10630.10910.11460.11740.12300.13140.13701.20.09500.10340.1118

6、0.11460.12030.12310.12870.13710.1428(1.3)0.09770.10620.11460.11740.12310.12590.13150.14000.14571.50.10320.11170.12020.12300.12870.13150.13720.14570.15141.80.11140.12000.12850.13140.13710.14000.14570.15430.16012.00.11680.12550.13410.13700.14280.14570.15140.16010.16581.20.30.06010.06680.07350.07570.08

7、020.08240.08690.09360.09810.60.06680.07360.08040.08260.08720.08940.09390.10070.10530.90.07350.08040.08720.08950.09410.09640.10100.10780.1124(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

8、.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)1.51.82.01.500.30.05390.05970.06550.06750.071

9、30.07330.07720.08300.08690.60.05970.06560.07150.07350.07740.07940.08330.08920.09310.90.06550.07150.07750.07950.08350.08550.08940.09540.0994(1.0)0.06750.07350.07950.08150.08550.08750.09150.09750.10151.20.07130.07740.08350.08550.08950.09150.09560.10160.1057(1.3)0.07330.07940.08550.08750.09150.09360.09

10、760.10370.10781.50.07720.08330.08940.09150.09560.09760.10170.10790.11191.80.08300.08920.09540.09750.10160.10370.10790.11410.11822.00.08690.09310.09940.10150.10570.10780.11190.11820.12241.800.30.04980.05500.06020.06200.06540.06720.07070.07590.07940.60.05500.06030.06560.06740.07090.07270.07620.08150.0

11、8510.90.06020.06560.07100.07280.07640.07820.08180.08710.0907(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().08730.08910.09280.09840.10211.80.07

12、590.08150.08710.08900.09280.09460.09840.10400.10782.00.07940.08510.09070.09260.09640.09830.10210.10780.11152.00.30.04770.05260.05760.05920.06250.06410.06740.07230.07560.60.05260.05760.06260.06430.06770.06930.07270.07770.08100.90.05760.06260.06770.06940.07280.07450.07790.08300.0864(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.