1、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（mmttJ,I.(kg宜忏Z1.a50060J32W0Q553.75Z-1.G-I1.XK1.60332100Q3551550Z1.a300060332-%00Q35518.40B-1.G-500W332500Q3552.95B1.G100048J3J1000Q555.J0B-1.G-I5!M332150()Q3557.64B1.G-IO(K)48JJ.22000。.9.90B-1.G-25(MM833225W)Q35512JOB1.G-MKK)32250Q3551.60Z-TG-JMI中603*3350Q35
2、52.06BTG25O481TQ250Q3551.45BTG-35O4833.2350Q3551.71*THZ-SGJ4JXS*240QB51.67Z-SG-6004HJ25M0Q2S52.52ZSG9X14JX5*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-1WM4KJ2.5I74OQ2555.88Z-SGi1004MJ15*204(1Q25&?2B-SG3()048J-25-25(JQ2351.70BSG)0WXJ255MQ255IMBSG9483-2-5-85CQ2353
3、38B-SG-IJiW4X31.51.1XQ2354.25B-SG-15()0483x1.5*1.4S0Q2355.07B-SG-1MM)4SJ2.5I75OQ2355.91B-SG-2I()O4HJX52O5(1.Q25&乃如询1Z-XG-SOOx1.x5X小4X3,2*1506QI955.52ZxGooX1.OCo48.J2.5*1089QI954.55Z-XG6(KI5X483X51.5MQI955.67Z-XG-9(Mx()48JI5X4K32.5I66KQI955.98Z-XG9(M)2048.31.521.29QI957.27Z-XG-12KXX1.4832.5*14QI955.
4、3Z-XGi251.X4MJ1.5S2(1.Q!956c4(1.Z-XG-121M)x2(XX4KJ2.5225OQ1.957.61Z-XG.15(M(MX1.48.J*15M6f4Qi955.97Z-XG1.5(Xx548.3*2.5-2005QI95&92Z-XG-1MX2MX4X31.S2M2QI95K(UZ-XG-18OO1.()483*15I912QI956.66ZXG-1WX)I5X4K31522I5QI95X51Z-XG-18002()理论血状(kg)杆2XG-MM)xI(M)D4724/2SX1.ooXQ95376Z-XG-300I50032.43SX1.SC6QI954.98
5、4XG4(MxMNM42425IO89QgS3%Z-XG600I500414-23IS60QI955.11Z-XG-9(Hx50O414231.668Q!955J8Z-XG-SKH2x531820QI955.75Z-XG-1XKx21.MX42.425225)Q956新Z-XG1.500x()xx2()414-23-2580QI95761B-XG-MM1.xIIMXI4K325IO57Q95415BXG0Ox50O483-25-1.555QI955H-XG-6(XxWX43*1.S*H31.Q954.4?BXG(X5004SJ23I6O6Q!955知B-XG-SHX1.xIIW4S323I27
6、7Q1.9548B-XG9(Mi5004J*XS1.7IOQi956.10B-XG-92C4S323273Q957.40B-XG1.20OIIXO4X,325I472Q955.43BXG1.20050048J-23M859QI956S2BXG12)O40MK325229IQ95续表A-IZ理次与以格ItM1.1.)理论岷QB-XG-15xI(KH)施3,2,XIg9QI95607H-XG-5*1XM4X323%232QI957.(1?M1.fBXG-1500x20004832.52402QI95804B-XG-1.8OCx(KHQ383,2.S“946Q95676B-XG-1SO1.x1548
7、3Z52251.Q!957.62B-XG-1800x2000*48A2.S*2618Q1.95865B-XG-3IO(K)42.42.5OS7QI953MBXG-300I500042.1-2.5*1555QI955.10BXG-MX1.xI(KX)1.U242.JIU1.Q954.06BXG-600500M2.4-2.56QI955.23B-XGWXixI(KM)22445“277Q954.42BXG95K)442.4x2.5x1710QI955.48B-XG-WOx2XK42,4-2.5*2173Q95M1.BXGI21.X(KK1.42.42.3I472QI954.90BXG12x150
8、02.425-I859QI955.84BXG-1200x2000442衣222291Q95690BXGI500*100042.4-2.5-1699QI955.45B-XGI5XI5(O5&29BXG1500x200042.4x2.5x2402QI957.17B-XG-18Xc100O42.4-2.5-Q46Q95806B-XG-IH15K42.42.52251QI95&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IMKI
9、4X32,5*I749Q2355.74Z-SXG-121200IK32.5*1697Q2355.59续我A-I名称*fi城格Immj理论币M水平斜什Z-SXG-12x5(K2.5*192Q235&Z2ZSXGINX1.x1.5为44X3x2.5-2121Q2350段B-SXG-9O(XK48.115I2S5Q1154.43B-SXG-1.Wx12004K.3*2.5*5)2Q23536B-SXG-1.XKix4X3*2,5I761Q2355.T7BSXGJ20012004K3151.7Q255.62B-SXG-121500I83-2.5x1933Q23561.25B-SXG-I500x5()0
10、8K.A2,尹2133Q235M2可2tnZ-ST50OWH5.0*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地面相葩庚灵别BCD51.091.00OW0.51IO1.21.000.650.51151.421.130.650.51201.521.250.74OSI301.671.390.8H0.51401.791.521.000.60501.891.621.100.69601.971.711.200.7
11、7702.051.791.2$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
12、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.ooC.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壁”tHRA(Cm2忸性矩/(c114)ttwmwnv)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
13、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.S680.8640.8610.8580S5SX1.0.852
14、0.8490.8460.8430.8390.8560.8320.8290.825DS22“IOKIS0.8140.8100.060.8020.197o.m0.7890.7M0T?9X1.(1.7750.77(10.7650.7600.7550.7500.74407390.7B0.72W1.0.7220.7160.7100.7040.6980.6920.6860.6800.67306679(1(16610.6M0.648OMI0.6M0.6260.6180.6110.60305951(I.5KXO.货O0.5730.5660.5580.5510.5440.5370.530)525IKI(1.51
15、60.5090.5021.4960.489O.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)24K1700.245
16、0.2430.2400.2370.2350.2520.2300.2270.2250223ISO0.IW0.1970.1950.1930.1910.1$9(X侬0.186(1.18401822006K0.9650.9620.9590.9560.9520.949QSM60.94320力，Mo1)-95?0.WO1M(92709241)9200.917M1.3OMW川.9O609020.898.8SMOKWQKK608820.870i874O.87D40.8671S64.860.8570.8530.M9SMS0.8410.8370.833SO0.S290240.8190.815CmOaw5DXOO0
17、794ft7890.7M0.7770.7710.7650.759752a?46。力90.73250.71S700.710).7(30.6*50.68O期80672DftM0.656UMX0.64KO0.63206230.615,6O70599059105830.5740.566O.55X900.550(M20.5350.52705190.51203040.4970.4S90.4820.4750.4670.4600.4520.M50.4380.4310.4240.4180.411IIO0.4050398OJS(.S6so7503690.363ftJ58035220.34703420.3370.
18、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.2O8Ox51600.230.2010.1980.1960.1940.1910.1890.1870.1850.183ITO0.181D.i790.17?0.175a11370.1690.167i650.165IKOO.I62)I60.150.1571
19、55O1.1.S30152OIMI11490.147IWDIM)1M0.1450.141O1.u0138O.B?0.136UIM0.1332OB2OIMI0.129.28O12701260.1240.123ft1220.21.21.0.1200.1190.1180.1160.1150.1140.1130.1120.1110.1IO2200.131).100.1070.106(Uo60.105O.KM0.103O1.Kn0.10!2)O.1001)099.0.)9KO(7om110950.M(MO(O93Mo0.092)0910.10.090(089ao8)X8HO.憾7(so-S可调帔W50-
20、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
21、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A1W疥设Wf1.1.人员ttff1.m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%1115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
22、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
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