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类指有密集建筑群且房屋较高的城市市区。我B风压高度变化系数加,mhiiai¾(m>地面相葩庚灵别BCD51.091.00OW0.51IO1.2»1.000.650.51151.421.130.650.51201.521.250.74OSI301.671.390.8H0.51401.791.521.000.60501.891.621.100.69601.971.711.200.77702.051.791.2$0.84802.121.871.360.91902.181.931.430.9尚地IMut海以蒲度,m)触而用慢类别BCD1002.232.001.501.011502.462.251.791.332X2.642462.03I,招2502.782.632.241.813002.912.772.432.023502.912.912.602.2241X12.912.912.762404502.912.912.912.585002.912.912.912.7455O2.912.912.912,91附录C有关设计参数C. O.I钢材的强度和弹性模破应按表C.0.I取值-表Co1.钢材的强度和理性模(N/mm：)Q355用材杭拉.WJR.汽与总度设计Cft300Q235WHfiU.MIR.抗百度设计价205QI95钠H抗拉，执怅.杭净总收改计值175Mt1.ei-2.o<o'C.0.2铜管就面特性应按表C.0.3取做.C.03钢管鼓面特性外包1»<mm>壁”t<11n>HRA(Cm2>忸性矩/(c114)ttwmw<nv)目转半径i(Cm)60.35.257123.10TTO2.014833.24.5011.364.731.5948.32.51579.283阴1.6142.42.53.106.082891.40附录D轴心受压构件的稳定系数D. O.IQ235钢管轴心受加构件的稳定系数0应按度D.0.I取值.裳D.0.1Q235钢管轴(?受压构件的楞定系数，01234567S90I.<X)00.9970.9950.9920.9S90.9S7O.940.9810.9790.976IO0540.9710.9680.9690.9630.9600.9580.9550.952DQWX1.0.9470U0.9410.9380.双0.9330.930(19270.9240921X1.(1.9180.9150.9120.9090.9060.9030.990.H960.893)S9M1.0.886O.8S20.8790.8750.872O.S680.8640.8610.8580S5SX1.0.8520.8490.8460.8430.8390.8560.8320.8290.825DS22“IOKIS0.8140.8100.060.8020.197o.m0.7890.7M0T?9X1.(1.7750.77(10.7650.7600.7550.7500.74407390.7B0.72«W1.0.7220.7160.7100.7040.6980.6920.6860.6800.67306679(1(16610.6M0.648OMI0.6M0.6260.6180.6110.60305951<H>(I.5KXO.货O0.5730.5660.5580.5510.5440.5370.530)525IKI(1.5160.5090.502<1.4960.489O.4S30.4760.4700.4M04581200.4520.4460.4400.4340.4280.4230.4170.4120.4060401BO(1.3960.39103860.3810.3760.切0.36703620.35703531400349<).3440.3400.3360.3320.3280.32403200.3160312IY)(131W0.30503010.2州0.230.刈0.2S70.2840.2810277100(1.2740.2?!0.26S0.2560.2620.2590.2560J50.251)24K1700.2450.2430.2400.2370.2350.2520.2300.2270.2250223ISO<1.2200.2180.2160.2140J2I10.2090.2070.2050.203O-X1.1.纨表DoJ0123456789191.>0.IW0.1970.1950.1930.1910.1$9(X侬0.186(1.1840182200<1.1X00.1790.1770.1750.1740.1720.1710.1690.1670J662100.1640.1630.1610.1600.1590.1570.1560.1540.155OJ52?2«)2川0.1500.1490.1480.1460.1450.1440.1430.1410.1400190.138m110.1360.13501530.1320.1310.1300.1291)1282400.1270.1260.1250.1240.1230.1220.1210.1200.1191182500.117D.0.2Q355别管粮心受压构件的稳定系数应按表DQ2取伯表D.0.2Q355钢管轴心受压构件的哙定系数a0I23456789O.o09970.9940.991098809K509820.9790.9760973IO0.9710.S>6K0.9650.9620.9590.9560.9520.949QSM60.94320力，Mo1)-95?0.WO1>M(92709241)9200.917M1.3OMW川<>.9O609020.898<>.8SMOKWQKK608820.87«0i874O.87D40<>.8671S64<>.860<>.8570.8530.M9SMS0.8410.8370.833SO0.S290240.8190.815CmOaw5DXOO0.794ft7890.7M0.7770.7710.7650.759752a?46。力90.732>50.71S700.710).7(30.6*>50.68«O期80672DftM0.656UMX0.64KO0.63206230.615<>,6O70599059105830.5740.566O.55X900.550(M20.5350.52705190.51203040.4970.4S90.482<>0.4750.4670.4600.4520.M50.4380.4310.4240.4180.411IIO0.4050398OJS(>.S6so7503690.363ftJ5803522<>0.34703420.3370.332(3270322O3H0.313UW。,对430OJOO02960.292<>.28K02W02M)02760.2720.2690.2651400.26102580.255<).251.024802450242O.28ft2350.232技表D.0.2O12345678950D22902270.224<>.221021802160.2130.210D.2O8Ox>51600.230.2010.1980.1960.1940.1910.1890.1870.1850.183ITO0.181D.i790.17?0.175a11370.1690.167i650.165IKOO.I62)I60.15«0.157«155O1.1.S30152OIMI11490.147IWDIM)1M0.1450.141O1.u>0138O.B?0.136UIM0.1332<X>OB2OIMI0.129<>.28O12701260.1240.123ft1220.21.21.<>0.1200.1190.1180.1160.1150.1140.1130.1120.1110.1IO2200.131).10«0.1070.106(Uo60.105O.KM0.103O1.Kn0.10!2)>O.1001)099>.>0.)9KO(»7om110950.>M(MO(O93Mo0.092)0910.>>10.090(089ao«8)X8HO.憾7(<*0862500.085附录E盘扣式钢管脚手架施工验收记录表E.O.I当盘扣式钢管脚手架应用于支摧架施工时，其能工验收记录应采用在E0.*E0.1盘扣式钢管支撑架施工的收记录表NH1.名低搭段部位支拉高度跣构游度N大旬妆疥设班级班姐KWrtAR持证人数c顶方票0审程序符合住技术殳女全力道场前质M收收情况螃恪与方案的符合性使用前质M检制情况外WMiH出黄就况检杏内容允许、«mm)方案提求mm)实际情况ImE)符介性立杆世度£匍0且坟i5水平杆水平收i5I1.IVi5W¼H>so-S可调帔W<f1.i5WHi>50-5直杆炮台对地线K度%梁岚烟硕向间跑板底帆投向同距,HW向按长似W基础承栽力域表E.0.I项H名低苏过觎也X慢度A/荷被播设班级O1.K操作人WWtfAtt证书符合性txfi*K停符合性技术交女生交底'迸场川贝双制情况MW!.找格方案的符合也使用防贝H检测情况外长见状程杳跳况KtA内祚允泮偏整Imm)方案贽求,mm)实际情况(mm>符介性丁一向水平杆&U炎武圾横向步乔板底圾H1.向步如茹加的*情况新收:少扑姓设W情AM及段少界处设WHRKftWU技币在如、横向设置水平向双托维、取死鎏女装车间打地杆设置V己出结构物公结设置乳他Jt工单位结论I伏日期I牛月I1.nWH技术负街人I双日经理I腮踝水位收收皓论结论IKttHw：年nI1.廿业监理工应的，总监理工程，(h注：1.立杆长度.E.0.2当盘扣式钢管脚手架应用于作业脚手架施工时，其施工於收记录应米用去E,0.2o表Eo2作业和手架施工的收记录表项日名林搭设邮位A«1W«疥设Wf1.1.人员ttff1.m½操作持证证书件合性V珀力*H*殂序标台性技术交收货发安全女怅'rW管文架进场前发JRg也情况材减.找格与方案的评合性使用林质Ia松酒情况外长所信检女情就Et有内容允许*差<m11>方窠要求nn>实际情；兄(mm)行言n在忏Ws1.之力SoOHt50*5K5杆水平庆15可必成%¢11¾15捕入立忏深Uso-5直杆设台对角线K度±6立杆娘底织或向向距政他次找向间距竖向，长GJ1.基明承教力»,yIr纵横白水平杆设置纵向步即T1.横向步距跖忸崎素情况如寓H拐角处设置情况其他也旧内舞关“极”向设置曲靖行设置nHiaaE.0.2项目名秣播谈部位展度I将度Iwn1.班训氏墀作人兄证书符合性QRQ方程序T陆住技术交或骑混安全幺K*.vWW支梨1.ttftWi材质、规格。方案的看台忤使用前质M也割他i兄外长:城检宣情况汝杏内部允泮俄兼Imrn)方窠瞿求(mn>士B；情况(mm)符合性沪栏设宣Wf板设置IMM板改罚人行仲梁没那KffeW即位松汽铝;论结嬉：检奇£1期：年月I1.松依人为：项目技术佻责人，耳目经理：%理小位依也第论结嬉：驻收H期：年a。业林氏1.丹如：r.：月