R-KEX II POST-INSTALL REBAR

Chemická kotva na bázi čisté epoxidové pryskyřice 3:1 pro trhlinový i netrhlinový beton

Product photo
Funkce:
  • Nejsilnější pryskyřice ve třídě epoxidové pryskyřice
  • Certifikováno pro použití v kombinaci s armovacími tyčemi v netrhlinovém betonu (ETAG001 Varianta 7)
  • Vhodné pro použití v suchých a mokrých substrátech, stejně pro díry a substráty pokryté vodou
  • Vysoká hloubka kotvení - 2,5 m pro výztužové aplikace
  • Velmi vysoká chemická odolnost - vhodné pro aplikace vystavené působení různých činidel (průmyslové nebo mořské prostředí)
  • Minimální smrštění poskytuje možnost použití v otvorech vrtaných diamantových vrtákem
  • Prodloužená doba lepení zajišťuje snadnou instalaci kovových komponentů (až 30 min. Do 20 ° C)
  • Pro použití v teplotách nad bodem mrazu
CE logoETA logo
ETA-13/0585

Rozměry

Produkt

Pryskyřice

Popis / Typ Pryskyřice

Množství

[ml]

M8

R-KEX-II-385

R-KEX II

Epoxidové pryskyřice

385

M30

R-KEX-II-600

R-KEX II

Epoxidové pryskyřice

600

Material pictureNetrhlinový beton C20/25-C50/60

VYZTUŽOVACí TYČE

RozměryØ8Ø10Ø12Ø14Ø16Ø20Ø25Ø28Ø32
RB500/BSt500S
Jmenovitá pevnost v tahufuk[N/mm2]550550550550550550550550550
Jmenovitá mez kluzu - napětífyk[N/mm2]500500500500500500500500500
Průřez - napětíAs[mm2]50.378.5113.1153.9201.1314.2490.9615.8804.2
Elastic sekce modulůWel[mm3]50.398.2169.6269.4402.1785.415342155.13217
Charakteristická ohybová odolnostM0Rk,s[Nm]3365112178265518101214222123
Přípustné ohybová odolnostMrec[Nm]2243741181763456749481415
B500SP
Jmenovitá pevnost v tahufuk[N/mm2]575575575575575575575575575
Jmenovitá mez kluzu - napětífyk[N/mm2]500500500500500500500500500
Průřez - napětíAs[mm2]50.378.5113.1153.9201.1314.2490.9615.8804.2
Elastic sekce modulůWel[mm3]50.398.2169.6269.4402.1785.415342155.13217
Charakteristická ohybová odolnostM0Rk,s[Nm]3568117186277542105914872220
Přípustné ohybová odolnostMrec[Nm]2345781241843617069911480
34GS
Jmenovitá pevnost v tahufuk[N/mm2]500500500500500500500500500
Jmenovitá mez kluzu - napětífyk[N/mm2]410410410410410410410410410
Průřez - napětíAs[mm2]50.378.5113.1153.9201.1314.2490.9615.8804.2
Elastic sekce modulůWel[mm3]50.398.2169.6269.4402.1785.415342155.13217
Charakteristická ohybová odolnostM0Rk,s[Nm]305910216224147192012931930
Přípustné ohybová odolnostMrec[Nm]2039681081603146138621286
18G2
Jmenovitá pevnost v tahufuk[N/mm2]480480480480480480480480480
Jmenovitá mez kluzu - napětífyk[N/mm2]355355355355355355355355355
Průřez - napětíAs[mm2]50.378.5113.1153.9201.1314.2490.9615.8804.2
Elastic sekce modulůWel[mm3]50.398.2169.6269.4402.1785.415342155.13217
Charakteristická ohybová odolnostM0Rk,s[Nm]29579815523245288412411853
Přípustné ohybová odolnostMrec[Nm]1938651031543015898271285
ANCHORAGES – DESIGN RESISTANCE – CONCRETE C20/25, STEEL A-II (18G2)  [kN]
           lbd         [mm]   ds[mm]           lbd         [mm]   ds[mm]10010512514516518520523025528530032535040045050055060070080085090095010001100Steel failure
85.86.17.28.49.510.711.913.314.715.5---------------15.51
10-7.69.010.511.913.414.816.618.420.621.723.524.2------------24.23
12--10.812.614.316.017.819.922.124.726.028.230.334.734.9----------34.89
14---14.716.718.720.723.325.828.830.332.935.440.545.547.5---------47.50
16----19.121.423.726.629.532.934.737.640.546.252.057.862.0--------62.04
20------29.633.236.941.243.447.050.657.865.072.379.586.796.9------96.93
25--------46.151.554.258.763.272.381.390.399.4108.4126.4144.5151.5----151.45
28---------57.760.765.870.880.991.0101.2111.3121.4141.6161.9172.0182.1190.0--189.98
32-----------75.180.992.5104.0115.6127.2138.7161.9185.0196.5208.1219.7231.2248.1248.14
ANCHORAGES – DESIGN RESISTANCE – CONCRETE C50/60, STEEL A-II (18G2)  [kN]
           lbd         [mm]   ds[mm]           lbd         [mm]   ds[mm]100120140160170180200230250280290320350400450500550600650700725750775800825Steel failure
810.112.114.115.5---------------------15.51
1012.615.117.620.121.422.624.2------------------24.23
12-18.121.124.125.627.130.234.734.9----------------34.89
14--24.628.129.931.735.240.544.047.5---------------47.50
16---32.234.236.240.246.250.356.358.362.0-------------62.04
20------46.553.558.165.167.474.481.493.096.9----------96.93
25--------72.681.484.393.0101.7116.2130.8145.3151.5--------151.45
28---------83.786.795.7104.7119.6134.6149.5164.5179.4190.0------189.98
32-----------96.5105.6120.6135.7150.8165.9181.0196.0211.1218.7226.2233.7241.3248.1248.14
OVERLAP SPLICE – DESIGN RESISTANCE* – CONCRETE C20/25, STEEL A-II (18G2)  [kN]
l0[mm]ds[mm]l0[mm]ds[mm]20021024025026030033037540042044046048050053055060067075080083090093010001100Steel failure
811.612.113.914.515.015.5-------------------15.51
1014.515.217.318.118.821.723.824.2-----------------24.23
1217.318.220.821.722.526.028.632.534.734.9---------------34.89
14-21.224.325.326.330.333.437.940.542.544.546.547.5------------47.50
16--27.728.930.134.738.243.446.248.650.953.255.557.861.362.0---------62.04
20-----43.447.754.257.860.763.666.569.472.376.679.586.796.896.9------96.93
25-------67.772.375.979.583.186.790.395.799.4108.4121.0135.5144.5149.9151.5---151.45
28---------85.089.093.197.1101.2107.2111.3121.4135.6151.7161.9167.9182.1188.2190.0-189.98
32------------111.0115.6122.5127.2138.7154.9173.4185.0191.9208.1215.0231.2248.1248.14
OVERLAP SPLICE – DESIGN RESISTANCE* – CONCRETE C50/60, STEEL A-II (18G2)  [kN]
l0[mm]ds[mm]l0[mm]ds[mm]200210240270300325350375400420450480500525550575600625650675700725750800825Steel failure
815.5------------------------15.51
1024.2------------------------24.23
1230.231.734.9----------------------34.89
14-36.942.247.5---------------------47.50
16--48.354.360.362.0-------------------62.04
20----69.775.681.487.293.096.9---------------96.93
25-------109.0116.2122.1130.8139.5145.3151.5-----------151.45
28---------125.6134.6143.6149.5157.0164.5172.0179.4186.9190.0------189.98
32-----------144.8150.8158.3165.9173.4181.0188.5196.0203.6211.1218.7226.2241.3248.1248.14
ANCHORAGES – DESIGN RESISTANCE – CONCRETE C20/25, STEEL A-III (34GS)  [kN]
           lbd         [mm]   ds[mm]           lbd         [mm]   ds[mm]1001201401651902102352903103303754004505005506006507007508009001000110012001300Steel failure
85.86.98.19.511.012.113.616.817.9----------------17.91
10-8.710.111.913.715.217.021.022.423.827.128.0-------------27.99
12--12.114.316.518.220.425.126.928.632.534.739.040.3-----------40.30
14---16.719.221.223.829.331.433.437.940.545.550.654.9----------54.85
16----22.024.327.233.535.838.243.446.252.057.863.669.471.7--------71.65
20------34.041.944.847.754.257.865.072.379.586.793.9101.2108.4112.0-----111.95
25-------52.456.059.667.772.381.390.399.4108.4117.4126.4135.5144.5162.6174.9---174.92
28---------66.875.980.991.0101.2111.3121.4131.5141.6151.7161.9182.1202.3219.4--219.42
32----------86.792.5104.0115.6127.2138.7150.3161.9173.4185.0208.1231.2254.3277.5286.6286.59
ANCHORAGES – DESIGN RESISTANCE – CONCRETE C50/60, STEEL A-III (34GS)  [kN]
           lbd         [mm]   ds[mm]           lbd         [mm]   ds[mm]1001201401601902002402502802903003203504004505005506007007508008509009501000Steel failure
810.112.114.116.117.9--------------------17.91
1012.615.117.620.123.925.128.0------------------27.99
12-18.121.124.128.730.236.237.740.3----------------40.30
14--24.628.133.435.242.244.049.351.052.854.9-------------54.85
16---32.238.240.248.350.356.358.360.364.370.471.7-----------71.65
20-----46.555.858.165.167.469.774.481.493.0104.6112.0---------111.95
25-------72.681.484.387.293.0101.7116.2130.8145.3159.8174.4174.9------174.92
28--------83.786.789.795.7104.7119.6134.6149.5164.5179.4209.4219.4-----219.42
32-----------96.5105.6120.6135.7150.8165.9181.0211.1226.2241.3256.4271.4286.5286.6286.59
OVERLAP SPLICE – DESIGN RESISTANCE* – CONCRETE C20/25, STEEL A-III (34GS)  [kN]
l0[mm]ds[mm]l0[mm]ds[mm]2002102402503003103753804004204604805005506006507007508008509001000110012001300Steel failure
811.612.113.914.517.317.9-------------------17.91
1014.515.217.318.121.722.427.127.528.0----------------27.99
1217.318.220.821.726.026.932.532.934.736.439.940.3-------------40.30
14-21.224.325.330.331.437.938.440.542.546.548.650.654.9-----------54.85
16--27.728.934.735.843.443.946.248.653.255.557.863.669.471.7---------71.65
20----43.444.854.254.957.860.766.569.472.379.586.793.9101.2108.4112.0------111.95
25------67.768.672.375.983.186.790.399.4108.4117.4126.4135.5144.5153.5162.6174.9---174.92
28---------85.093.197.1101.2111.3121.4131.5141.6151.7161.9172.0182.1202.3219.4--219.42
32-----------111.0115.6127.2138.7150.3161.9173.4185.0196.5208.1231.2254.3277.5286.6286.59
OVERLAP SPLICE – DESIGN RESISTANCE* – CONCRETE C50/60, STEEL A-III (34GS)  [kN]
l0[mm]ds[mm]l0[mm]ds[mm]2002102402602803003303503754004204504805005255506006507007508008509009501000Steel failure
817.9------------------------17.91
1025.126.428.0----------------------27.99
1230.231.736.239.240.3--------------------40.30
14-36.942.245.749.352.854.9------------------54.85
16--48.352.356.360.366.470.471.7----------------71.65
20-----69.776.781.487.293.097.6104.6111.6112.0-----------111.95
25--------109.0116.2122.1130.8139.5145.3152.6159.8174.4174.9-------174.92
28----------125.6134.6143.6149.5157.0164.5179.4194.4209.4219.4-----219.42
32------------144.8150.8158.3165.9181.0196.0211.1226.2241.3256.4271.4286.5286.6286.59
ANCHORAGES – DESIGN RESISTANCE – CONCRETE C20/25, STEEL A-IIIN (RB500/BSt500S/BS500SP)  [kN]
           lbd         [mm]   ds[mm]           lbd         [mm]   ds[mm]1151451601702002302502853003553754004555006007008009001000110012001300140015001600Steel failure
86.68.49.29.811.613.314.516.517.320.521.721.8-------------21.84
10-10.511.612.314.516.618.120.621.725.727.128.932.934.1-----------34.13
12---14.717.319.921.724.726.030.832.534.739.543.449.2----------49.15
14----20.223.325.328.830.335.937.940.546.050.660.766.9---------66.90
16-----26.628.932.934.741.043.446.252.657.869.480.987.4--------87.37
20-------41.243.451.354.257.865.872.386.7101.2115.6130.1136.5------136.52
25---------64.167.772.382.290.3108.4126.4144.5162.6180.6198.7213.3----213.32
28-----------80.992.1101.2121.4141.6161.9182.1202.3222.6242.8263.0267.6--267.58
32------------105.2115.6138.7161.9185.0208.1231.2254.3277.5300.6323.7346.8349.5349.50
ANCHORAGES – DESIGN RESISTANCE – CONCRETE C50/60, STEEL A-IIIN (RB500/BSt500S/BS500SP)  [kN]
           lbd         [mm]   ds[mm]           lbd         [mm]   ds[mm]10012014016018020022025028030035040045050055060065070075080085090095010001200Steel failure
810.112.114.116.118.120.121.8------------------21.84
1012.615.117.620.122.625.127.631.4-----------------34.13
12-18.121.124.127.130.233.237.742.2----------------49.15
14--24.628.131.735.238.744.049.352.861.666.9-------------66.90
16---32.236.240.244.250.356.360.370.480.487.487.4-----------87.37
20-----46.551.158.165.169.781.493.0104.6116.2127.9136.5---------136.52
25-------72.681.487.2101.7116.2130.8145.3159.8174.4188.9203.4213.3------213.32
28--------83.789.7104.7119.6134.6149.5164.5179.4194.4209.4224.3239.3254.2267.6---267.58
32----------105.6120.6135.7150.8165.9181.0196.0211.1226.2241.3256.4271.4286.5301.6349.5349.50
OVERLAP SPLICE – DESIGN RESISTANCE – CONCRETE C20/25, STEEL A-IIIN (RB500/BSt500S/BS500SP)  [kN]
l0[mm]ds[mm]l0[mm]ds[mm]2002102402703003303754204805005506006507007508008509001000110012001300140015001600Steel failure
811.612.113.915.617.319.121.721.8-----------------21.84
1014.515.217.319.521.723.827.130.334.1----------------34.13
1217.318.220.823.426.028.632.536.441.643.447.749.2-------------49.15
14-21.224.327.330.333.437.942.548.650.655.660.765.866.9-----------66.90
16--27.731.234.738.243.448.655.557.863.669.475.180.986.787.4---------87.37
20----43.447.754.260.769.472.379.586.793.9101.2108.4115.6122.8130.1136.5------136.52
25------67.775.986.790.399.4108.4117.4126.4135.5144.5153.5162.6180.6198.7213.3----213.32
28-------85.097.1101.2111.3121.4131.5141.6151.7161.9172.0182.1202.3222.6242.8263.0267.6--267.58
32--------111.0115.6127.2138.7150.3161.9173.4185.0196.5208.1231.2254.3277.5300.6323.7346.8349.5349.50
OVERLAP SPLICE – DESIGN RESISTANCE – CONCRETE C50/60, STEEL A-IIIN (RB500/BSt500S/BS500SP)  [kN]
l0[mm]ds[mm]l0[mm]ds[mm]0210230240290300330350375390410420470480550600650700750800850900100011001200Steel failure
820.121.121.8----------------------21.84
1025.126.428.930.234.1--------------------34.13
1230.231.734.736.243.745.249.2------------------49.15
14-36.940.542.251.052.858.161.666.066.9---------------66.90
16---48.358.360.366.470.475.478.482.484.487.4------------87.37
20-----69.776.781.487.290.795.397.6109.3111.6127.9136.5---------136.52
25--------109.0113.3119.1122.1136.6139.5159.8174.4188.9203.4213.3------213.32
28-----------125.6140.6143.6164.5179.4194.4209.4224.3239.3254.2267.6---267.58
32-------------144.8165.9181.0196.0211.1226.2241.3256.4271.4301.6331.8349.5349.50

Vyztužovací tyče

RozměryØ8Ø10Ø12Ø14Ø16Ø20Ø25Ø28Ø32
ZATíŽENí TAHEM
Průměrná maximální odolnost hřebíků C12/15fbd[N/mm2]1.601.601.601.601.601.601.601.601.60
Průměrná maximální odolnost hřebíků C16/20fbd[N/mm2]2.002.002.002.002.002.002.002.002.00
Průměrná maximální odolnost hřebíků C20/25fbd[N/mm2]2.302.302.302.302.302.302.302.302.30
Průměrná maximální odolnost hřebíků C25/30fbd[N/mm2]2.702.702.702.702.702.702.702.702.70
Průměrná maximální odolnost hřebíků C30/37fbd[N/mm2]3.003.003.003.003.003.003.003.003.00
Průměrná maximální odolnost hřebíků C35/45fbd[N/mm2]3.403.403.403.403.403.403.403.403.00
Průměrná maximální odolnost hřebíků C40/50fbd[N/mm2]3.703.703.703.703.703.703.703.403.00
Průměrná maximální odolnost hřebíků C45/55fbd[N/mm2]4.004.004.004.004.003.703.703.403.00
Průměrná maximální odolnost hřebíků C50/60fbd[N/mm2]4.004.004.004.004.003.703.703.403.00

Způsob montáže

1. Vyvrtáme otvor vhodného průměru a hloubky

2. Odstraníme vrtnou drť z otvoru pomocí čtyřnásobného použití ruční pumpičky a kartáče. Tyto úkony jsou před instalací nutné.

3. Umístíme kartridži v dávkovači a připevníme míchací trysku

4. Na začátku dávkování z nového obalu odstraníme část pryskyřice, tak, abychom získali stejnou barvu směsi.

5. Pryskyřicí vyplníme 2/3 hloubky otvoru ode dna.

6. Okamžitě vložte výztuhy, pomalu s lehkým točivým pohybem. Odstraňte veškerou přebývající pryskyřici kolem otvoru, než se nastaví a nechá v klidu, dokud nevytvrdne.

VYZTUŽOVACí TYČE

Rozměry

Ø8

Ø10

Ø12

Ø14

Ø16

Ø20

Ø25

Ø28

Ø32

Průměr otvoru v podloží

d0

[mm]

12

14

16

18

20

25

30

35

40

Průměr kartáče

[mm]

14

16

18

20

22

27

32

37

42

Minimální hloubka ukotvení (C20/25)

lb, min.

[mm]

100

101

121

141

161

201

252

282

322

Minimální hloubka ukotvení (C50/60)

lb, min.

[mm]

100

100

120

140

160

200

250

280

320

Minimální hloubka ukotvení (C20/25)

lb, min.

[mm]

100

116

140

163

186

233

291

326

372

Minimální hloubka ukotvení (C50/60)

lb, min.

[mm]

100

100

120

140

160

200

250

280

320

Minimální hloubka ukotvení (C20/25)

lb, min.

[mm]

113

142

170

198

227

284

354

397

454

Minimální hloubka ukotvení (C50/60)

lb, min.

[mm]

100

100

120

140

160

200

250

280

348

Min. délka překrytí (přesah střihu)

l0, min.

[mm]

200

200

200

210

240

300

375

420

480

Max. hloubka kotvení

lv, max.

[mm]

700

900

1100

1300

1400

1800

2200

2500

2500

Minimální pracovní a tvrdídí doba

Teplota pryskyřice

Teplota betonu

Doba vytvrzení*

Doba montáže

[°C]

[°C]

[min]

[min]

5

5

960

180

10

10

600

120

15

15

300

60

20

20

270

50

25

25

240

40

25

30

180

20