喜利得化学螺栓抗拉抗剪设计值

152151DBZ锚栓基本设计参数请参阅158页植筋基本设计参数以下数据为单支II级钢筋在指定基材中的设计抗拉力值，未考虑边距、间距、不同基材强度、载重方向、基材温度及其它因素的影响。完整的设计技术细节，请参阅植筋技术手册(FTMB2.11)及EXBAR植筋设计软件，或请联系喜利得技术工程师。以上手册及软件请洽喜利得技术服务部免费索取。HIT-RE500锚固胶粘剂拉力设计值Rd(kN):混凝土强度标准值fck,cube=30N/mm2，II级带肋钢筋强度标准值fyk=335N/mm2HIT-HY150MAX锚固胶粘剂拉力设计值Rd(kN):混凝土强度标准值fck,cube=30N/mm2，II级带肋钢筋强度标准值fyk=335N/mm2DBZ楔入式锚栓基材混凝土：适用于张力区或裂缝混凝土(两点以上固定时)应用在天花板上悬吊管线、绳索、固定板条、有孔钢带等材质本体：镀锌钢材，镀锌厚度5µm以上销钉：Q+St36-3钢材(DIN1654)，镀锌厚度5µm以上安装便利，敲击即可完成销钉采用特殊钢材，曲线设计，可自动持续膨胀特点即时可靠的悬吊固定4.535最大固定物厚度d(mm)4979锚栓长度I(mm)4141孔深h1(mm)66孔径do(mm)100100DBZ6/4.5DBZ6/35每盒数量(只)256312256311*品号品名DBZ楔入式锚栓钢筋直径(mm)钢筋埋深(mm)钢筋埋深(mm)钢筋埋深(mm)10121416182022252832364012-1416-1818-2020-2222-2425-2827-2930-3235-3739-4243-4647-50钻孔直径(mm)107128150171193214236267344424518622屈服长度Ib(mm)拉力设计值Rd(kN)钢筋屈服破坏22.410023.932.212034.443.814046.957.216061.272.518077.589.420095.7108.2220115.8139.8250149.5163.8300187.5202.4350231.3239.6246.2400244.9269.5276.9450299.5307.7500310.0338.5550369.2600382.7700埋深小于10倍钢筋直径不符合规范构造要求(GB50367/EC2)材料分项安全系数：混凝土γc=1.4，钢筋γs=1.1(GB50010-2002)，胶粘剂γb=1.8以上数据不适用于饱和水混凝土，适用于干孔、潮湿孔及钻石钻孔材料分项安全系数：混凝土γc=1.4，钢筋γs=1.1(GB50010-2002)，胶粘剂γb=1.5以上数据只适合于干燥混凝土钢筋直径(mm)101214161820222512-1416-1818-2020-2222-2425-2827-2930-32钻孔直径(mm)145190240293331370402457屈服长度Ib(mm)拉力设计值Rd(kN)钢筋屈服破坏16.610019.921.812023.225.427.414023.929.031.333.516032.635.337.742.146.818034.439.241.946.851.757.620043.146.151.556.963.372.022046.952.458.564.770.281.825061.270.277.686.398.130077.590.5100.7114.535095.7106.5121.0370109.4124.3380115.7137.4420149.5460埋深小于10倍钢筋直径不符合规范构造要求(GB50367/EC2)HIT-HY150锚固胶粘剂拉力设计值Rd(kN):混凝土强度标准值fck,cube=30N/mm2，II级带肋钢筋强度标准值fyk=335N/mm2材料分项安全系数：混凝土γc=1.4，钢筋γs=1.1(GB50010-2002)，胶粘剂γb=1.5以上数据只适合于干燥混凝土钢筋直径(mm)101214161820222512-1416-1818-2020-2222-2425-2827-2930-32钻孔直径(mm)145190240293348410473571屈服长度Ib(mm)拉力设计值Rd(kN)钢筋屈服破坏16.610019.921.812023.225.427.414023.929.031.333.516032.635.337.740.118034.439.241.944.546.853.820043.146.148.951.553.822046.952.455.758.561.265.425061.266.870.273.478.530077.58285.691.635098.797.8104.740095.7110117.8450115.7130.9500144.0550149.5600埋深小于10倍钢筋直径不符合规范构造要求(GB50367/EC2)钢筋埋深(mm)材料分项安全系数：混凝土γc=1.4，钢筋γs=1.1(GB50010-2002)，胶粘剂γb=1.5以上数据只适合于干燥混凝土钢筋直径(mm)1214161820222516-1818-2020-2222-2425-2827-2930-32钻孔直径(mm)190240293348410473571屈服长度Ib(mm)拉力设计值Rd(kN)钢筋屈服破坏21.812025.427.414029.031.333.516032.635.337.740.118034.439.241.944.546.853.820043.146.148.951.553.822046.952.455.758.561.265.425061.266.870.273.478.530077.58285.691.635098.797.8104.740095.7110117.8450115.7130.9500144.0550149.5600埋深小于10倍钢筋直径不符合规范构造要求(GB50367/EC2)混凝土裂缝混凝土耐火154153锚栓锚栓以下数据为单支II级钢筋在指定基材中的设计抗拉力值，未考虑边距、间距、不同基材强度、载重方向、基材温度及其它因素的影响。完整的设计技术细节，请参阅植筋技术手册(FTMB2.11)及EXBAR植筋设计软件，或请联系喜利得技术工程师。以上手册及软件请洽喜利得技术服务部免费索取。HIT-RE500锚固胶粘剂拉/剪力设计值Rd(kN):混凝土强度fck,cube=30N/mm2，埋深同HVA锚栓基本设计参数HIT-RE500配合HAS/HAS-E螺杆锚栓尺寸拉力,NRd剪力,VRdM810.97.9M1016.612.6M1223.818.3M1634.734.6M2062.954.0M2490.677.8M27110.9164M30145.6199.3M33171.0248.4M36203.3291.5M39232.9350.6M8-M24螺杆，钢材等级5.8；M27-M39螺杆，钢材等级8.8HIT-HY150锚固胶粘剂拉/剪力设计值Rd(kN):混凝土强度fck,cube=25N/mm2，埋深同HVAHIT-HY150配合HAS/HAS-E螺杆锚栓尺寸拉力,NRd剪力,VRdM88.47.9HDA-T/-TF锚栓尺寸拉力,NRd剪力,VRdM1030.743.3M1244.753.3M1684.093.3M20127.6140.0锚栓尺寸拉力,NRd剪力,VRdM1016.743.3M1223.353.3M1650.093.3M2063.4140.0M1011.212.6M1221.418.3M1617.834.6M2036.454.0M2445.477.8M8-M24螺杆，钢材等级5.8HIT-HY150配合HAS-R,-E-R,-HCR螺杆锚栓尺寸拉力,NRd剪力,VRdM88.48.8M1011.214.1M1216.820.5M1621.438.8M2036.460.6M2445.487.2M8-M24螺杆，钢材等级A4-70HIT-RE500配合HAS-R/-E-R/-HCR螺杆锚栓尺寸拉力,NRd剪力,VRdM812.38.8M1016.614.1M1223.820.5M1634.738.8M2062.960.6M2490.687.2M2789.064.1M30108.177.9M33134.897.1M36158.2113.9M39190.2137.0HVA定型化学锚栓拉/剪力设计值Rd(kN):混凝土强度fck,cube=25N/mm2HDA重型自切底锚栓拉/剪力设计值Rd(kN):混凝土强度fck,cube=25N/mm2无裂缝混凝土基材裂缝混凝土基材HVU化学粘着剂，配合HAS/HAS-E螺杆HVU化学粘着剂，配合HAS-R/HAS-E-R/HAS-HCR螺杆锚栓尺寸拉力,NRd剪力,VRdM810.97.9M1016.612.6M1223.818.3M1634.734.6M2062.954.0M2490.677.8M27110.9164.0M30145.6199.3M33171.0248.4M36203.3291.5M39232.9350.6M8-M24螺杆，钢材等级5.8；M27-M39螺杆，钢材等级8.8M8-M24螺杆，钢材等级A4-70；M27-M39螺杆，钢材等级A4时，fuk变化范围为700N/mm2至500N/mm2锚栓尺寸拉力,NRd剪力,VRdM812.38.8M1016.614.1M1223.820.5M1634.738.8M2062.960.6M2490.687.2M2789.064.1M30108.177.9M33134.897.1M36158.2113.9M39190.2137.0M8-M24螺杆，钢材等级A4-70；M27-M39螺杆，钢材等级A4时，fuk变化范围为700N/mm2至500N/mm2HDA重型自切底锚栓拉/剪力设计值Rd(kN):混凝土强度fck,cube=25N/mm2HDA-P/-PF锚栓尺寸拉力,NRd剪力,VRdM1030.717.6M1244.724M1684.049.6M20127.678.4锚栓尺寸拉力,NRd剪力,VRdM1016.717.6M1223.324.0M1650.049.6M2063.478.4HDA-TR锚栓尺寸拉力,NRd剪力,VRdM1028.853.4M1241.965.4M1678.8114.6锚栓尺寸拉力,NRd剪力,VRdM1016.753.4M1223.365.4M1650.0114.6HDA-PR锚栓尺寸拉力,NRd剪力,VRdM1028.817.3M1241.925.6M1678.847.4锚栓尺寸拉力,NRd剪力,VRdM1016.717.3M1223.325.6M1650.047.4无裂缝混凝土基材裂缝混凝土基材HSL-3重型锚栓拉/剪力设计值Rd(kN):混凝土强度fck,cube=25N/mm2HSL-3/HSL-3-B/HSL-3-SH/HSL-3-SK锚栓尺寸拉力,NRd剪力,VRdM815.624.9M1224.157.4M1019.739.4M1633.680.9M2046.9113.5M2461.7141.9锚栓尺寸拉力,NRd剪力,VRdM1010.739.4M86.724.9M1217.257.4M1624.080.9M2033.5113.5M2444.1141.9锚栓尺寸拉力,NRd剪力,VRdM815.620.9M1224.143.4M1019.727.8M1633.668.6M2046.9113.5锚栓尺寸拉力,NRd剪力,VRdM1010.727.8M86.724.9M1217.243.4M1624.068.6M2033.5113.5HSL-3-G锚栓尺寸拉力,NRd剪力,VRdM810.414.9M1219.134.1M1015.123.5M1630.963.