建筑施工盘扣式钢管脚手架主要产品构配件种类及规格、风压高度变化系数、有关设计参数、轴心受压构件的稳定系数、验收记录表.docx

附录A主要产品构配件种类及规格表AI盘扣式钢管脚手架主要构配件种类，规格Z存®号规格（mm>ttJ,I.(kg>宜忏Z1.a50060J32W0Q553.75Z-1.G-I1.XK1.603×32×100<)Q3556.95Z-1.G-IjaiIW)*32,ISOoQ355OMZ1.G-ZOOO6"32”2000Q355I1.SOZ-1.G-m6O1.×32×2S(X>Q3551550Z1.a300060332-%00Q35518.40B-1.G-500W3×32<500Q3552.95B1.G100048J×3J×1000Q555.J0B-1.G-I5<M>!M3«32×150()Q3557.64B1.G-IO(K)48JJ.22000。.9.90B-1.G-25(M>M83×32×25W)Q35512JOB1.G-MKK)<HX*32×MMM)Q3”14.65ZTG25060J>32250Q3551.60Z-TG-JMI中603*3"350Q3552.06BTG25O481TQ250Q3551.45BTG-35O4833.2×350Q3551.71*THZ-SGJ4JXS*240QB51.67Z-SG-6004HJ×25×M0Q2S52.52ZSG9X14JX5*40J2-3.36ZSG-1200Q2354.20续表A1.Z&：也号悦榔.mm)M盟激用M:k£-KYHZ-SGiSOO48J1.51.WQB55.01Z-SG-1WM>4KJ×2.5×I74OQ2555.88Z-SGi1004MJ»15*204(1Q25&?2B-SG3()048J-25-25(JQ2351.70BSG«)0<WXJ×25×5MQ255IMBSG9483-2-5-85CQ2353.38B-SG-IJiW4X31.5×1.1XQ2354.25B-SG-15()0483x1.5*1.4S0Q2355.07B-SG-1MM)4SJ×2.5×I75OQ2355.91B-SG-2I()O4HJX52O5(1.Q25&乃如询1Z-XG-SOOx1.<XX88.3x252008QI954.BZ-XGMK>x5X小4X3,2*1506QI955.52ZxGooX1.OCo48.J«2.5*1089QI954.55Z-XG6(K>×I5X483X5×1.5MQI955.67Z-XG-9(M>x()48J<15*I258QI954.77Z-XG9(H>×I5X4K3×2.5×I66KQI955.98Z-XG9(M)×2048.31.5<21.29QI957.27Z-XG-12<)(>×KXX1.483×2.5*<14QI955.3Z-XGi2<M>51.X4MJ1.5S2(1.Q!956c4(1.Z-XG-121M)x2(XX4KJ2.5×225OQ1.957.61Z-XG.15(M>(MX1.48.J*15M6f4Qi955.97Z-XG1.5(X>x548.3*2.5-2005QI95&92Z-XG-1MX>×2MX4X3×1.S2M2QI95K(UZ-XG-18OO×1.()483*15<I912QI956.66ZXG-1WX)×I5X4K3×15×22I5QI95X51Z-XG-18002()<X1.4HJ15*25WQI952续我A-IZ8；型号馒格(mm>理论血状(kg)杆2XG-MM)xI(M)D4724/2SX1.ooXQ95376Z-XG-300×I50032.43SX1.SC6QI954.984XG4(M>xMNM424×25×IO89QgS3%Z-XG600×I500414-23>IS60QI955.11Z-XG-9(H>x<)42.4*25*1238QI95433Z-XG9(M>50O41423×1.668Q!955J8Z-XG-SKH>×2<)0O42.4×25×2129Q1.956X1Z-XG-IX1.OxKMX1.42.4*31436Qi954知Z-XG1.2O(>x53"1820QI955.75Z-XG-1XK>x21.MX42.425×225)Q956新Z-XG1.500x()<M2.4”S“664QI95537Z-XG-IXM)×151»42.4×25×2O(5Q95620ZXG15OO*NXX1.424XrSXn(12QI957.1?Z-XG-IWH>x<)42.4×23×I9I2Q955.97Z-XG-IWM)*150041423221.5QI956.71Z-XGIWM>x2()414-23-2580QI95761B-XG-MM1.xIIMXI4K3×25×IO57Q95415BXG0Ox50O483-25-1.555QI955«H-XG-6(X>xWX43*1.S*H31.Q954.4?BXG(X>5004SJ>23×I6O6Q!955知B-XG-SHX1.xIIW4S3×23×I277Q1.954«8B-XG9(M>i5004J*XS1.7IOQi956.10B-XG-9<)(>2C4S3×23×273Q957.40B-XG>1.20O×IIXO4X,3×25×I472Q955.43BXG1.20050048J-23M859QI956S2BXG12)O40<MK3×25×229IQ95续表A-IZ理次与以格ItM1.1.)理论岷Q<k>B-XG-15xI(KH)施3,2,XIg9QI95607H-XG-5*1XM>4X323%232QI957.(1?M1.fBXG-1500x2000483«2.5«2402QI95804B-XG-1.8OCx(KH>Q383,2.S“946Q95676B-XG-1SO1.x15<M>48.3Z52251.Q!957.62B-XG-1800x2000*48A2.S*2618Q1.95865B-XG-3×IO(K)42.42.5OS7QI953MBXG-300×I500042.1-2.5*1555QI955.10BXG-MX1.xI(KX)<1.U242.J×IU1.Q954.06BXG-600500<M2.4-2.5<6QI955.23B-XGWXixI(KM)22445“277Q954.42BXG9×5<K)442.4x2.5x1710QI955.48B-XG-WOx2XK«42,4-2.5*2173Q95M1.BXGI21.X(KK1.42.42.3I472QI954.90BXG12x15002.425-I859QI955.84BXG-1200x2000442衣222291Q95690BXGI500*1000«42.4-2.5-1699QI955.45B-XGI5X×I5(O<M2.4"2.5"2M2Q1>5&29BXG1500x200042.4x2.5x2402QI957.17B-XG-18Xc100O42.4-2.5-Q46Q95806B-XG-IH×15<K42.42.52251QI95&80B-XG-IK1.XtKZOOO442.4-2,5*2618Q957.70水平和斜ZSXG9COX9004g.3Q57273”4.40Z-SXG9001200*M83-2.5-1.500Q2355.04Z-SXG*三×IMKI4X3<2,5*I749Q2355.74Z-SXG-121200IK32.5*1697Q2355.59续我A-I名称*fi城格Immj理论币M<kg>水平斜什Z-SXG-12x5(K2.5*192Q235&Z2ZSXGINX1.x1.5为44X3x2.5-2121Q2350段B-SXG-9O('XK>48.115>I2S5Q1154.43B-SXG-1.Wx12004K.3*2.5*5)2Q23536B-SXG-1.XKix4X3*2,5×I761Q2355.T7BSXGJ200×12004K315>1.7Q255.62B-SXG-12×1500I83-2.5x1933Q23561.25B-SXG-I500x5()08K.A2,尹2133Q235M2可2tnZ-ST50O<WH5.0*500旃板Q235.空心螺201-：7.12Z-ST-600485.O67.60B-ST-50038-5.O-50O4.38BSMIX1.S8“6304.74可IW成电ZXT&K)4H-5.0x500钢板空心螺«2095.67ZXT600<M85.066c15BXTMO38-5.O-50O3.53BXT400iH5.0600189附录B风压高度变化系数对于平坦或梢有起伏的地形，风压高度变化系数应根据地面相精度类别按表B倘定.地面粗糙度可分为A、B、C.D四类：A类指近海海面和海岛、海岸、湖岸及沙漠地区： B类指田野、乡村、丛林、丘陵以及房屋比较稀限的乡M和城市郊区： C类指有密集建筑群的城市市区： D类指有密