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

《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》由会员分享，可在线阅读，更多相关《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（10页珍藏版）》请在第壹文秘上搜索。

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2095.67ZXT600M85.066c15BXTMO38-5.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