XQ-390E High Strength Hybrid Injectable Adhesive For Structural Strengthening
Chemical anchor adhesive, epoxy injection mortar, Chemical fixing glue,
Chemical anchoring system used for anchoring and rebar connections in concrete.
Item #: FixingChor158
Capacity: 580ml
Materials: Epoxy
Mixing Ratio: 3:1
Product Description:
XQ-390E High Strength Hybrid Injectable Adhesive For Structural Strengthening
Adopted with modified epoxy resin and composite materials, XQ-IME Injection Anchoring Adhesive is a two-component, Styrene Free system for use as a high strength, non-shrink anchor grouting material. Its advantage on steel bar planting has been proved by many testimonies. Compares with other adhesive, it is a new high performance, Eco-friendly anchoring adhesive which has strong bonding strength and high efficiency as well as irritation free and low odor.
Characteristics
Suitable for medium loads and non-critical applications.
Fast working times for early loading in time sensitive applications.
Use in extremely cold environments and fixings holes.
Good durability formulation, resistance to chemicals.
Used for studs and relatively small diameter rebar. ⋅
Fixings in concrete, wood, or other high strength materials.
Advantages
▪ Excellent mortar bonding ensures highest loads in concrete.
▪ Suitable for underwater installations.
▪ Suitable for diamond drilled holes.
▪ Expansion-free anchoring allows low axial spacings and edge distances.
▪ Ergonomic injection guns for quick and easy installation
Technical Parameter:
1. Basic parameters
1) Appearence
Part A (main): white cream
Part B (hardener): red cream / grey cream
2) Mixed Viscosity: 18-22Pa.s
3) Hardened density: 1.50±0.10g/cm3
4) Mixing ratio (Volume ratio): 390ml(3:1)
5) Shelf time: 24 months
2 Main Performance
Testing project | Condition | Index | ||
Gel Performance (According to China National Standard GB50728-2011) | ||||
Splitting Tensile Strength (MPa) | Under (23±2)℃, (50±5)%RH, tested by loading speed of 2mm/min | ≥8.5 | ||
Flexural Strength (MPa) | ≥50 (no fragment damage) | |||
Compressive Strength (MPa) | ≥60 | |||
Bonding Capacity (According to China National Standard GB50728-2011) | ||||
Steel-Steel Tensile Shear Strength (MPa) | (23±2)℃ (50±5)%RH | ≥10 | ||
Bonding strength of Ribbed steel bar (or screw) with concrete under constrain drawing condition | (23±2)℃ (50±5)%RH | C30,Ф25,L=150mm | ≥11 | |
C60,Ф25,L=150mm | ≥17 | |||
Steel-Steel T-peeling strength (mm) | (23±2)℃,(50±5)%RH | ≤25 | ||
Non-volatile content | (105±2)℃,(180±5)min | ≥99% | ||
Ageing resistance to heat and humidity 90d | ||||
Reduction rate of tensile strength | Under normal room temperature | ≤12% | ||
(According to China National Standard JGJ145-2013) | ||||
Tensile Strength (after high temperature welding) | Dia12 Grade II steel, C30 concrete Hole dia.16mm, Depth: 150mm | 55.1N, 57.0N, 54.8N |
3 Technical Data
Anchoring Adhesive used with thread rod
Thread Rod Dia |
C30 Concrete | M10 | M12 | M16 | M20 | M24 |
Drilling Dia.(mm) | 12 | 14 | 18 | 24 | 28 | |
Depth (mm) | 90 | 110 | 145 | 180 | 220 | |
Damage Pulling force KN | Grade 5.8 Steel | 29 | 42.2 | 78.5 | 122.5 | 254.5 |
Grade 8.8 Steel / A4 SS | 36.8 | 52.9 | 94.1 | 147.0 | 211.7 | |
Damage Cutting force KN | Grade 5.8 Steel | 17.4 | 25.3 | 47.1 | 73.5 | 105.9 |
Grade 8.8 Steel | `27.8 | 40.5 | 75.3 | 117.6 | 169.4 | |
A4 SS | 24.4 | 35.4 | 65.9 | 102.9 | 105.9 | |
Designed Pulling force KN | 12.0 | 17.02 | 30.6 | 52.4 | 75.2 | |
Designed Cutting Force KN | Grade 5.8 Steel | 12.2 | 17.6 | 32.9 | 51.5 | 74.1 |
Grade 8.8 Steel | 18.6 | 27.0 | 50.2 | 78.4 | 113.0 | |
A4 SS | 13.0 | 19.0 | 35.3 | 55.2 | 56.9 |
Anchoring Loading Capacity of rebar to C30 concrete (designed value KN)
Rebar d(mm) | 10 | 12 | 14 | 16 | 18 | 20 | 22 | 25 | 28 | 30 | 32 | |
Hole D(mm) | 14 | 16 | 18 | 22 | 25 | 28 | 30 | 32 | 36 | 38 | 40 | |
Bar planting depth (mm) | 100 | 19.8 | ||||||||||
120 | 23.8 | 27.6 | ||||||||||
140 | 27.7 | 32.2 | 36.3 | |||||||||
160 | 31.7 | 36.8 | 41.5 | 45.8 | ||||||||
180 | 41.4 | 46.6 | 51.6 | 55 | ||||||||
200 | 46.0 | 51.8 | 57.3 | 61.1 | 62.8 | |||||||
220 | 57.0 | 63.1 | 67.2 | 69.1 | 71.5 | |||||||
240 | 62.2 | 68.9 | 73.3 | 75.4 | 78 | 79.2 | ||||||
260 | 74.6 | 79.3 | 81.7 | 84.5 | 85.8 | 96.1 | ||||||
280 | 80.4 | 85.4 | 88.0 | 91.0 | 92.4 | 102.9 | 107.4 | |||||
300 | 91.5 | 94.2 | 97.5 | 99 | 109.8 | 114.6 | 115.8 | |||||
320 | 97.6 | 100.5 | 103.9 | 105.6 | 116.6 | 121.8 | 123 | |||||
340 | 103.7 | 106.8 | 110.4 | 112.2 | 123.5 | 128.9 | 130 | |||||
360 | 113.0 | 117.0 | 118.8 | 130.4 | 136.1 | 137.5 | ||||||
380 | 119.3 | 123.5 | 125.3 | 137.2 | 143.3 | 144.8 | ||||||
400 | 125.6 | 130 | 131.9 | 144.1 | 150.4 | 152 | ||||||
420 | 136.5 | 138.5 | 150.9 | 157.6 | 159.2 | |||||||
440 | 143 | 145.1 | 157.8 | 164.7 | 166.5 | |||||||
480 | 149.5 | 151.7 | 164.7 | 171.9 | 173.7 | |||||||
500 | 156 | 1583 | 171.5 | 179.1 | 181 | |||||||
550 | 164.9 | 188.7 | 197 | 199.1 | ||||||||
600 | 181.4 | 205.8 | 214.8 | 217.1 | ||||||||
650 | 197.9 | 223 | 232.7 | 235.2 | ||||||||
700 | 240.1 | 250.6 | 253.2 | |||||||||
750 | 257.3 | 268.5 | 271.5 | |||||||||
800 | 286.4 | 289.6 | ||||||||||
850 | 307.7 | |||||||||||
anchoring length (mm) | 147 | 149 | 178 | 210 | 250 | 300 | 351 | 446 | 538 | 592 | 666 | |
steel yield (mm) | 23.6 | 33.9 | 46.2 | 60.3 | 76.3 | 94.2 | 114 | 147.2 | 184.6 | 212.1 | 241.2 |
Actual Tensile Strength (KN)
Grade II rebar fy=310 N/mm (designed), fy=310 N/mm (standard)
Concrete: C30
Rebar d(mm) | 10 | 12 | 14 | 16 | 18 | 20 | 22 | 25 | 28 | 32 | |
Hole D(mm) | 14 | 16 | 18 | 22 | 25 | 28 | 30 | 32 | 36 | 40 | |
Bar planting depth (mm) | 100 | 30.3 | |||||||||
120 | 36.7 | 38.5 | |||||||||
140 | 42.2 | 47.5 | 53.1 | ||||||||
160 | 58.8 | 62.7 | 68.9 | ||||||||
180 | 63.5 | 73.3 | 80.5 | 90.1 | |||||||
200 | 68.5 | 80.7 | 95.2 | 106.7 | 120.7 | ||||||
240 | 89.5 | 102.4 | 122.6 | 137.6 | 140.7 | ||||||
260 | 118.7 | 137.6 | 152.4 | 166.8 | 168.5 | ||||||
280 | 149.7 | 168.7 | 180.2 | 192.7 | 200.2 | ||||||
300 | 183.5 | 200.7 | 218.5 | 231.7 | |||||||
280 | 210.6 | 241.7 | 260.5 | 250.5 | |||||||
300 | 220.9 | 265.5 | 298.8 | 280.7 | |||||||
340 | 277.7 | 327.7 | 330.2 | ||||||||
380 | 285.6 | 356.7 | 370.7 | ||||||||
420 | 342.2 | ||||||||||
460 | 400.1 | ||||||||||
500 | 427.7 | ||||||||||
540 | 447.2 | ||||||||||
580 | 466.5 | ||||||||||
steel yield depth (mm) | 90 | 121 | 142 | 185 | 211 | 250 | 280 | 357 | 405 | 501 |
Curing time:
Operation and Harden time | |||||
Temperarure ℃ | -5 | 0 | 10 | 20 | ≥30 |
Operation time (min) | 60 | 45 | 30 | 25 | 20 |
Harden time (h) | 72 | 48 | 24 | 12 | 6 |
Consumption Chart (holes per cartridge)
Anchor Rod dia. | M10 | M12 | M16 | M20 | M24 |
Drilling Dia.(mm) | 12 | 14 | 18 | 24 | 28 |
Depth (mm) | 90 | 110 | 145 | 180 | 220 |
Each usage | 8ml | 13ml | 28ml | 62ml | 103ml |
390ml | 48 | 30 | 14 | 6 | 3 |
Packaging:
Item No. | Mixing | Standard Pack/Set | Pcs/Ctn | Ctn Size (cm) | Ctn/Pallet | Pallets/ 20'FCL | Pallets/ 40'FCL |
FixingChor 136 | 5:1 | 360ml+ 1mixer | 20 | 27x27x27 | 60 | 10 | 20 |
FixingChor 139 | 3:1 | 390ml+ 1mixer | 20 | 40x26x27 | 50 | 10 | 20 |
FixingChor 158 | 3:1 | 585ml + 1mixer | 12 | 29x21.5x30 | 64 | 10 | 20 |
FixingChor 140 | 1:1 | 400ml+ 1mixer | 30 | 49×30×26 | 40 | 10 | 20 |
FixingChor 165 | 1:1 | 650ml+ 1mixer | 10 | 31.5×21×26 | 70 | 10 | 20 |
FixingChor 142 | 2:1 | 420ml + 1mixer | 20 | 46x22x23 | 40 | 10 | 20 |
Shipping:
FAQ:
1. Can you do OEM service?
Yes,we can provide full solution for your OEM requirements..
2. Can I take a sample for quality check?
Yes,free sample can be taken for a test.
3. What’s your delivery time?
10 days for OEM service base on MOQ
4. Where have your products been sold to?
Our products have been exported all over the world.
5. Are you a manufacturer?
Yes ,we are a professional manufacturer since 2005.