喜利得技术手册(化学锚栓HITRE500注入式锚固胶配合钢筋)

1、HIT-RE500注入式锚固胶配合钢筋 #HIT-RE500注入式锚固胶配合钢筋 # #i特点:基材:混凝土i注胶系统具有高承我力在钻石钻孔机具所钻光滑孔中固点性能优异在潮湿孔洞中固定，性能优异适于浸水饱和的混凝土11也适用于大直径钢筋注胶后，高温下可供锚栓安装及调整的时何较氏无刺激性气味树脂对基材无膨胀应力适用于小迪跑和间師俏况卜安装整洁且易于安装;材料:a钢筋：-德15工业标准DIN488申BSt500型（亦见欧洲标准82-79）.采用其它类型钢筋，请咨询半地喜利得技术人员.11锚固胶包装：11普通包装：500ml-大包装：1400ml注胶器:MD2000,BD2000,P3000F,MD

2、2500,P3500F,P5000HYtHIT-P8000DHIT-RE500包装，混合嘴泯衽I堆材钢筋段小边他帅HIT-RE500注入式锚固胶配合钢筋 # #HIT-RE500注入式锚固胶配合钢筋 # 设计方法详见213-218UL基本承载力数据（单个锚栓）：HIT-RE500塑料钳包装配合钢筋本节所有数据适用于混凝土基材：见下表止确安装（安装操作见212页）无边距及间距影响CONC无裂缝混凝土基材钢筋植埋深度mm:混凝土等级=C20/25钢筋直径mm08010012014016020025028032036040名义锚固深度8090110125125170210270300330360承载

3、力极限平均值，kN:混凝上等级=C20/25钢筋直径mm08010012014016020025028032036040拉力，混凝土：Nrs33.446.968.891.3104.3177.3273.8344.4407.2462.2515.7拉力,钢材:N&29.946.767.291.4119.4186.6291.6365.8477.7604.6746.4剪力,vRu.m17.928.140.455.071.8112.3175.0219.2286.3384.5447.9承载力标准值,RkkN:混凝上等级=C20/25钢筋宜径mm】0801001201401602002502803203604

4、0拉力，混凝土:NRk25.135.351.868.778.5133.5206.2258.9304.6347.1389.1拉力,钢材:Nrr25.139.356.577.0100.5157.1245.4307.9402.1508.9628.3剪力,g16.726.037.450.966.5104.0162.0203.0265.1356.0414.6 HIT-RE500注入式锚固胶配合钢筋下列数据依据混凝土承载力设计法承载力设计值,RdkN:混凝土,ba。=25N/mm2钢筋直径mm】08010012014016020025028032036040抗拉承我力，“血13.919.728.838.2

5、43.774.2114.5143.9169.2192.8216.1抗剪承载力,Vaa11.117.324.933.944.369.3108.0135.3176.7237.3276.4承载力推荐值丄“ckN:混凝,fck.cube=25N/mm2钢筋直径mm08010012014016020025028032036040抗拉承我力，Ng9.914.120.627.331.253.081.8102.8120.9137.7154.4抗剪承我力，Vr乂7.912.417.824.231.649.577.196.6126.2169.5197.4安装详解hmin钢筋直径0mm080100120140160

6、20025028032036040domm钻头直径10-1212-1416-1818-2020-2225-2830-3235-37404247himm钻孔深度8293115130130175215275305335365hncmmm钢筋埋置深度8090110125125170210270300330360hmmmm基材最小厚度100120140170170220270340380410450注入St1ml3-64-913-2017-2519-2940-6460-84笛8155162147206扣扳机次数11-22-43-54-68-1312-1724-31323041推荐钻孔工具电锤钻TE-1

7、.18M5.18M15.3525.5535.5555.7655.7655.7655.7655.7655.76钻右钻孔机具DDEC-1,DD100DD100,DD130,DD160粘结剂应注满2/3孔深.安装时娘材温度注胶后，町供锚栓安装及调整的时间反度,达到完全承载状态需要勢待的时何40C12min.4hours30C20min.8hours20C30min.12hours10C2hours24hours0C3hours50hours5C4hours72hours温度低于-5C不能应用使用时，锚固胶袋温度应保持在+10C以上.安装设备合适的钻头(钻石钻孔机具用空心钻头)注胶器(MD2000,B

8、D2000,P3000F,P5000HY)吹气筒清孔毛刷安装操作 HIT-RE500注入式锚固胶配合钢筋13将锚固胶包放入套筒中安装混介嘴淸孔.将套筒装入注胶器.弃掉前3次扣动扳机流出的粘结剂打开保险扳手注射粘结剂2InsertrebarDontapplyloadtotherebaruntiltcumimhaspassedAftertcure,tunrebarscanbesubjectedtothedesignload.Betweentcurtjniandtcure.ruiionlyworkwithrebarscancontinue.Basematerialtemperaturetwork/t

9、geltcure,initcure,fullTime-5CZXZJXL5C04h36h72hoc25h50h10C12h24h20C030min6h12h30C020min4h8h40C012min2h4h #HIT-RE500注入式锚固胶配合钢筋锚栓几何尺寸与机械性能 # # # #钢筋直径0mm080100120140160200250280320360400mm钢筋直径8101214162025283236402mm应力截面而积50.378.5113.1153.9201.1314.2490.9615.8804.21017.91256.6fukN/mm极限抗拉强度5500N/mm屈服强度标

10、准值500详细的设计方法-喜利得CC法（喜利得CC设计法是由ETAG附录C简化得到）注意:HIT-RE500锚固胶具有良好的高负载传递功能，使用过程中应确认作用在混凝上结构上的荷载以及通过锚栓传递的荷载不致造成混凝上结构的破坏，比如开裂.抗拉性能单根锚栓的抗拉承载力设计值取下列两者中的较小值：NRdiC:混凝土锥体破坏承载力NRd,s:钢材破坏承载力NRd,c：混凝土锥体破坏承载力NRd,c=Nrj.cB.NfA,N-N-Temp-W.satNRd）C：混凝土锥体破坏承载力的设计值混凝上抗压强度,fck.cube（i5o）=25N/mm2钢筋宜径0mm080100120140160200250

11、28032036040NrJkN混凝土13.919.728.838.243.774.2114.5143.9169.2192.8216.1hwnmm钢筋埋置深度8090110125125170210270300330360混凝土惟体破坏抗拉承我力设计值通过标准值N际山公式N阴严N叫/沁N,紂到，其中分项安全系数加N取18HIT-RE500注入式锚固胶配合钢筋HIT-RE500注入式锚固胶配合钢筋 # HIT-RE500注入式锚固胶配合钢筋HIT-RE500注入式锚固胶配合钢筋 #fT:埋置深度影响系数fT=lacL实际埋深限制hact:hnomhact2.0hnomhnomfB,N：混凝土强度影

12、响系数混凝土强度等级(ENV206)圆柱体抗压强度fdecN/mm立方体抗压强度，tckcubeN/mm2B.NC20/2520251C25/3025301.03C30/3730371.06C35/4535451.10C40/5040501.13C45/5545551.15C50/6050601.18圆柱体：高度30cm直径15cm立方体：边K15cm混凝土试件的儿何形状ckcube200限制:25N/mmfCk.cubeS60N/mmfA,N：锚栓间距影响系数锚栓间距smm钢筋宜径08010012014016020025028032036040400.63450.640.63500.660.

13、64550.670.650.63600.690.670.64650.700.680.650.630.63700.720.690.660.640.64800.750.720.680.660.66900.780.750.700.680.680.631000.810.780.730.700.700.651200.880.830.770.740.740.680.641400.940.890.820.780.780.710.670.631601.000.940.860.820.820.740.690.650.631801.000.910.860.860.760.710.670.650.640.63200

14、0.950.900.900.790.740.690.670.650.642201.000.940.940.820.760.700.680.670.652501.001.000.870.800.730.710.690.672800.910.830.760.730.710.693100.960.870.790.760.730.723401.000.900.810.780.760.743900.960.860.830.800.774201.000.890.850.820.794500.920.880.840.814800.940.900.860.835401.000.950.910.886001.0

15、00.950.926601.000.967201.0005+厝限制:SEnSS“nSmm=0,5hnomScr.N=2,0hnomHIT-RE500注入式锚固胶配合钢筋 HIT-RE500注入式锚固胶配合钢筋fR,N：锚栓边距影响系数锚栓边距cmm钢筋宜径08010012014016020025028032036040400.64450.690.64500.730.68550.780.720.64600.820.760.67650.870.800.710.650.65700.910.840.740.680.68801.000.920.800.740.74901.000.870.800.800.

16、661000.930.860.860.701101.000.910.910.750.661200.970.970.790.691401.001.000.870.760.651600.960.830.710.661801.000.900.760.710.670.642101.000.840.780.740.702400.920.860.800.762701.000.930.870.823001.000.930.883301.000.943601.00卜艮制：CminCCcf.NCmin=0,5hCcr.N1，注：如果三边以上的边距小Tccz请向喜利得的技术支持工程师咨询。fN=0.28+0.72

17、-hnomnomfTemp：基材温度影响系数锚栓安装：安装.凝胶和承受荷载时，棊材温度介于-5至+5C,此时HIT-RE500的粘结力会有所降低.但HITRE500粘结剂具有后凝胶作用，当胶体温度达到+5C以上时，粘结力将恢复并达到完全负载水平.使用寿命：基材温度超过50C,将导致HIT-RE500的粘结力降低.基材温度fTwnp锚栓安装ttemp使用寿命5C0.81.00C0.91.05C1.01.050C-1.060C0.8570C-0.6280C0.5注：锚栓安装时基材温度低于+5C、使用过程中环境温度髙于50C的条件下，选用影响系数中的小值.fw.sat：浸水饱和混凝土的影响系数fw.

18、sal=7注：浸水饱和混凝上包括水中混凝土构件，水池，预先钻好的孔浸满水3天以上在这些混凝土结构上安装锚栓时，其承载力应折减如果混凝土结构只在短时间内有水作用，比如使用钻石钻孔机具钻孔时的用水，将不会彩响承载力.钢筋直径0mm08010012014016020025028032036040NrJkN20.932.747.164.183.8130.9204.5256.6335.1424.1523.6抗拉乐找力设i值通过标准值Nr心山公式N圈二2S/m.N得到，BSt500型训筋的分项安全系数加N为1.32.NRd,s：钢材破坏承载力设计值NRd:锚固系统的抗拉承载力设计值Nr(i=minNrci

19、,c,Nrci,s注:如果不満足h和C2条件要求，请向喜利得技术支持工程师咨询.拉剪复合作用：当拉力、剪力同时作用时（见274页和277284贝的示例）详细的设计方法-喜利得CC法（喜利得CC设计法是山ETAG附录C简化得到）抗剪性能单根锚栓的抗剪承载力设计值是取下列两者中的小值:VRd,c:混凝土边缘破坏承载力VRd,s:钢材破坏承载力VR：混凝土边缘破坏承载力的设计值必须计算混凝上边缘破坏的最小值。所有邻近的边缘都需核算（不仅只核算剪力方向的边缘）。剪力方向对承载力的影响由系数f豳进行修止。VRdc=V$d,cB.VfAR,VVRd,C:混凝土边缘破坏承载力混凝土抗压强度,Ucubedso

20、）=25N/mm2在最小边距cmin时钢筋直径0mm08010012014016020025028032036040VRdJkN2.03.65.07.17.312.518.830.237.745.054.05佰mm眾小边距404555656585105135150165180）抗剪承狡力设计值通过标准值VRk.c山公式7叫=VOrkc/ymcv得到其中加v为1.5.HIT-RE500注入式锚固胶配合钢筋 # HIT-RE500注入式锚固胶配合钢筋fB,V：混凝土强度影响系数混凝土强度等级(ENV206)圆柱体抗压强度fck.cyiN/mm立方体抗压强度fckxubeN/mm2B.VC20/25

21、20251C25/3025301.1C30/3730371.22C35/4535451.34C40/5040501.41C45/5545551.48C50/6050601.55圆柱体:鬲度30cm.直径15cm立方体：边K15cm混凝土试件的儿何形状限制:25N/mm21.00.670.841.031.221.431.651.882.122.362.622.893.163.443.734.034.331.50.750.931.121.331.541.772.002.252.502.763.033.313.603.894.194.502.00.831.021.221.431.651.892.13

22、2.382.632.903.183.463.754.054.354.672.50.921.111.321.541.772.002.252.502.773.043.323.613.904.214.524.833.01.001.201.421.641.882.122.372.632.903.183.463.764.064.364.685.003.51.301.521.751.992.242.502.763.043.323.613.914.214.524.845.174.01.621.862.102.362.622.893.173.463.754.054.364.685.005.334.51.962.212.472.743.023.313.603.904.204.524.845.175.505.02.332.592.873.153.443.744.044.354.675.005.335.675.52.712.993.283.573.884.194.504.825.155.495.836.02.833.113.413.714.024.334.654.985.315.656.006.53.243.543.844.164.474.805.135.475.826.177.03.