Active Member
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[China]
Address: 1ST FLOOR, UNIT 1, NO.9 GUANSHAN ROAD, FENGDU INDUSTRIAL PARK, PINGYAO, YUHANG, HANGZHOU, ZHEJIANG
Contact name:Colin Mao
ZHEJIANG XINCHOR TECHNOLOGY CO., LTD. |
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Long Term Load Stability Adhesive Anchoring System 420ml 2:1 For Thread Rod
Product Description:
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.
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 | ||
Advantages
of curtain wall.
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): 650ml(1:1)
5) Shelf time: 24 months
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 | |
| Holes for each | 54 | 25 | 8 | 5 | 3 |
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 | |
Processing Method
1 Tools
2 Attention
Drilling: As per technical data
Cleaning: using pump or compressed air and brush to clean the hole completely.
Assembling and Injection: Mount the static mixer onto the bottle, push out some incomplete mixed gel at the front part,then inject from the bottom of the hole, to fill 1/2 to 2/3 depth of the hole.
Bar planting: spin slowly the bar or screw into the hole, adjust up and down for several times to make the gel average, but don’t touch it during hardening time.
Curing and Maintenance: According to the temperature of the base materials, give enough time to harden and start to load mounting until it hardened completely.
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 |
| 360ml | 45 | 27 | |||
| 390ml | 48 | 30 | 14 | 6 | 3 |
| 585ml | 73 | 45 | 20 | 9 | 5 |
| 650ml | 81 | 50 | 23 | 10 | 6 |
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:
