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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.
13、06940.07110.07450.07620.07970.08480.08821.20.06250.06770.07280.07450.07800.07970.08320.08830.0918(13)0.06410.06930.07450.07620.07970.08140.08490.09010.09361.50.06740.07270.07790.07970.08320.08490.08840.09360.09711.80.07230.07770.08300.08480.08830.09010.09360.09900.10252.00.07560.08100.08640.08820.09
14、180.09360.09710.10250.1061表A.0.2-238X1.5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/b(m)纵距(m)0.30.60.9(1.0)1.2(1.3)1.51.82.00.600.30.09590.10840.12090.12510.13340.13760.14590.15850.16680.60.10840.12100.13360.13780.14620.15040.15880.17140.17980.90.12090.13360.14630.15050.15900.16320.17170.18440.19
15、28(1.0)0.12510.13780.15050.15480.16320.16750.17600.18870.19721.20.13340.14620.15900.16320.17180.17600.18450.19730.2058(1.3)0.13760.15040.16320.16750.17600.18030.18880.20160.21021.50.14590.15880.17170.17600.18450.18880.19740.21030.21891.80.15850.17140.18440.18870.19730.20160.21030.22320.23192.00.1668
16、0.17980.19280.19720.20580.21020.21890.23190.24060.900.30.07450.08370.09290.09590.10210.10510.11120.12040.12650.60.08370.09300.10220.10530.11150.11460.12080.13000.13620.90.09290.10220.11160.11470.12090.12410.13030.13970.1459(1.0)0.0959().10530.11470.11780.12410.12720.13350.14290.14911.20.10210.11150.
17、12090.12410.13040.13350.13980.14930.1556(1.3)0.10510.11460.12410.12720.13350.13670.14300.15250.15881.50.11120.12080.13030.13350.13980.14300.14940.15890.16531.80.1204().130.13970.14290.14930.15250.15890.16850.17492.00.12650.13620.14590.14910.15560.15880.16530.17490.18141.20.30.06380.07140.07890.08140
18、.08640.08890.09390.10140.10640.60.07140.07900.08660.08910.09420.09670.10180.10930.11440.90.07890.08660.09420.09680.10190.10450.10960.11730.1224(1.0)0.08140.08910.09680.09940.10450.10710.11220.11990.12511.20.08640.09420.10190.10450.10970.11230.11750.12530.1304(1.3)0.08890.09670.10450.10710.11230.1149
19、0.12010.12790.13311.50.09390.10180.10960.11220.11750.12010.12530.13320.13841.80.10140.10930.11730.11990.12530.12790.13320.14120.14652.00.10640.11440.12240.12510.13040.13310.13840.14650.15181.500.30.05740.06400.07050.07260.07700.07910.08350.09000.09430.60.06400.07050.07710.07930.08370.08590.09030.096
20、90.10130.90.07050.07710.08380.08610.09050.09270.09720.10390.1083(1.0)0.07260.07930.08610.08830.09280.09500.09950.10620.11071.20.07700.08370.09050.09280.09730.09950.10410.11080.1154(1.3)0.07910.08590.09270.09500.09950.10180.10630.11320.11771.50.08350.09030.09720.09950.10410.10630.11090.11780.12241.80
21、.09000.09690.10390.10620.11080.11320.11780.12470.12942.00.09430.10130.10830.11070.11540.11770.12240.12940.1340注：表内中间值可按线性插入计算。续表A022步距(m)横距Ib(m)纵距h(m)0.30.60.9(1.0)1.2(1.3)1.51.82.01.800.30.05320.05900.06490.06680.07070.07260.07650.08240.08630.60.05900.06490.07090.07290.07680.07880.08270.08870.09260
22、.90.06490.07090.07690.07890.08290.08490.08890.09490.0990(1.0)0.06680.07290.07890.08090.08490.08700.09100.09700.10111.20.07070.07680.08290.08490.08900.09100.09510.10120.1053(1.3)0.07260.07880.08490.08700.09100.09310.09720.10330.10741.50.07650.08270.08890.09100.09510.0972().10130.10750.11161.80.08240.
23、08870.09490.09700.10120.10330.10750.11380.11802.00.08630.09260.09900.10110.10530.10740.11160.11800.12222.00.30.05100.05650.06210.06390.06760.06940.07310.07860.08220.60.05650.06210.06770.06960.07330.07520.07890.08450.08830.90.06210.06770.07340.07530.07910.08100.08480.09050.0943(1.0)0.06390.06960.0753
24、0.07720.08100.08290.08670.09250.09631.20.06760.07330.07910.08100.08490.08680.09060.09640.1003(1.3)0.06940.0752().08100.08290.08680.08870.09260.09840.10231.50.07310.07890.08480.08670.09060.09260.09650.10240.10631.80.07860.08450.09050.09250.09640.09840.10240.10830.11232.00.08220.08830.09430.09630.1003
25、0.10230.10630.11230.1163注：表内中间值可按线性插入计算。A.0.3敞开式超强薄壁钢管双排脚手架、满堂脚手架与支撑脚手架的挡风系数值，可按表A.0.3取用。表A.0.3敞开式超强薄壁钢管双排脚手架、满堂脚手架与支撑脚手架的挡风系数值步距m纵距(m)0.30.40.50.60.750.91.00.60.3070.2590.2300.2110.1920.1790.1720.750.2880.2400.2110.1920.1720.1600.1530.90.2750.2270.1980.1790.1600.1470.1401.00.2680.2200.1920.1720.153
26、0.1400.1341.20.2590.2110.1820.1630.1440.1310.1241.30.2550.2070.1780.1590.1400.1270.1211.350.2530.2050.1770.1570.1380.1250.1191.40.2520.2040.1750.1560.1370.1240.1171.50.2490.2010.1720.1530.1340.1210.1151.60.2470.1990.1700.1510.1320.1190.1121.70.2450.1970.1680.1490.1290.1170.1101.80.2430.1950.1660.147
27、0.1280.1150.1082.00.2400.1920.1630.1440.1240.1120.105纵距(m)1.21.31.351.51.61.82.00.60.1630.1590.1570.1530.1510.1470.1440.750.1440.1400.1380.1340.1320.1280.1240.90.1310.1270.1250.1210.1190.1150.1121.00.1240.1210.1190.1150.1120.1080.1051.20.1150.1110.1090.1050.1030.0990.0961.30.1110.1070.1060.1010.0990
28、.0950.0921.350.1090.1060.1040.1000.0970.0930.0901.40.1080.1040.1030.0980.0960.0920.0891.50.1050.1010.1000.0960.0930.0890.0861.60.1030.0990.0970.0930.0910.0870.0841.70.1010.0970.0950.0910.0890.0850.0811.80.0990.0950.0930.0890.0870.0830.0802.00.0960.0920.0900.0860.0840.0800.076注：/48钢管。A.0.4轴心受压构件的稳定系数
29、。应符合表A.0.4的规定。表A.0.4轴心受压构件的稳定系数。2叵、2350123456789O1.000LO(M)L(X)O0.9990.9990.9980.997().9960.9950.9941()0.9920.9910.9890.9870.9850.9830.9810.9780.9760.973200.9700.9670.9630.9600.9570.9530.9500.9460.9430.939300.9360.9320.9290.9250.9210.9180.9140.9100.9060.903400.8990.8950.8910.8860.8820.8780.8740.8700
30、.8650.861500.8560.8520.8470.8420.8370.8330.8280.8230.8180.812600.8070.8020.7960.7910.7850.7800.7740.7680.7620.757700.7510.7450.7380.7320.7260.7200.7130.7070.7010.694800.6870.6810.6740.6680.6610.6540.6480.6410.6340.6289()0.6210.6140.6070.6010.5940.5870.5810.5740.5680.5611000.5550.5480.5420.5350.5290.
31、5230.5170.5110.5040.4981100.4920.4870.4810.4750.4690.4640.4580.4530.4470.4421200.4360.4310.4260.4210.4160.4110.4060.4010.3960.3921300.3870.3830.3780.3740.3690.3650.3610.3570.3520.3481400.3440.3400.3370.3330.3290.3250.3220.3180.3140.3111500.3080.3040.3010.2970.2940.2910.2880.2850.2820.2791600.2760.27
32、30.2700.2670.2640.2620.2590.2560.2530.2511700.2480.2460.2430.2410.2380.2360.2340.2310.2290.2271800.2250.2220.2200.2180.2160.2140.2120.2100.2080.2061900.2040.2020.2000.1980.1960.1950.1930.1910.1890.1882000.1860.184().183().1810.1790.1780.1760.175OJ730.1722100.1700.1690.1670.1660.1640.1630.1620.1600.1
33、590.1582200.1560.1550.1540.1520.1510.1500.1490.1470.1460.1452300.1440.1430.1420.1410.1390.1380.1370.1360.1350.134240().1330.132().131().13()0.1290.1280.1270.126OJ250.1242500.1230.1220.1210.1200.1190.1180.1170.1160.1150.1162600.1140.11370.1130.1120.1110.1100.10970.1090.1080.1072700.1070.106().1050.10
34、4().10380.1030.1020.10160.101OJ(X)2800.09960.099().0980.09760.0970.0960.09570.0950.0940.09382900.0930.09260.0920.0910.09080.0900.08970.0890.08850.0883000.0870.08690.0860.08580.0850.08470.0840.08370.0830.08263100.0820.08160.0810.08060.0800.07970.0790.07870.0780.07783200.0770.07680.0760.07590.07550.07
35、50.07460.0740.07370.073附录B钢管截面几何特性B.0.1超强薄壁钢管脚手架钢管截面几何特性应符合表BOl的规定。表B.0.1钢管截面几何特性外径壁厚f截面积A(cm2)惯性矩/(cm4)截面模量W(cm3)回转半径i(Cm)每米长质量(kgm)(mm)481.31.915.2032.171.6521.5481.52.195.9292.4701.6451.72附录C超强薄壁钢管满堂脚手架立杆计算长度系数表C1构造一节点超强薄壁钢管满堂脚手架（作业）立杆计算长度系数步距（m）高宽比不大于21.81.3951.51.5971.21.9140.92.423注：I步距两级之间计算长
36、度系数按线性插入值;2满堂脚手架高宽比大于2且不大于3时，应采用设置连墙件与建筑结构拉结措施，且应符合本规程6.8.7条规定，或立杆的稳定性计算时，对承载力乘以0.85折减系数。3立杆间距0.9m0.9m,最少跨数不应小于4；0.6m0.6mS立杆间距V0.9mx0.9m,最少跨数不应小于5；立杆纵距与横距间不同时，架体横向与纵向对垃的最小跨数分别满足以上规定。表C2构造二节点超强薄壁钢管满堂脚手架（用于支撑系统）的单杆计算长度系数步距（m）高宽比不大于21.81.3121.51.4651.21.7210.92.1660.63.084注：1同表C-1注20.4mx0.4mV立杆间距Vo.6mx0.6m,最少跨数不宜小于7；立杆间距0.4m0.4m,最少跨数不应小于8。立杆纵距与横距间不同时，架体横向与纵向对应的最小跨数分别满足以上规定。表C3构造三节点超强薄壁钢管满堂脚手架（用于支撑系统）单杆计算长度系数步距（m）高宽比不大于21.81.1931.51.3441.21.5690.91.9640.62.808附录D超强薄壁钢管支撑脚手架立杆计算长度系数表D-I超强薄壁钢管支撑架（剪刀撑设置普通型）立杆计算长度系数分步距立杆间距（m）0.3x031.5x1.5高宽比不大于2(m)a=0.5(m)a=0.2(m)1.80.7850.9611.50.8461.0691.20.909
