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3:1 585ml Fast Cure Pure Epoxy Anchoring Adhesive
585ml 3:1 High Tensile Strength Chemical Anchor Epoxy Adhesive For Thread Rods
Chemical anchor adhesive, epoxy injection mortar, Chemical fixing glue,
Chemical anchoring system used for anchoring and rebar connections in concrete.
Item #: FixingChor158
Capacity: 585ml
Materials: Epoxy
Mixing Ratio: 3:1
Product Description:
Adopted with modified epoxy resin and composite materials, FixingChor 158 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.
Advantages
1. High bonding strength, good flexible performance similar as embedded.
2. Aging resistance, good heat tolerance and does not creep at ambient temperature;
3. Low sensitivity in moist condition with long term load stability;
4. acid-resistant, good shock resistance, stress-free fixed;
5. good thixotropy, particularly applicable to the sides or top surface anchoring;
6. two-cylinder direct-mix package, with a dedicated glue gun without manual mixing
Application:
· All concrete building without embedded steel bar
· Reinforcement and reconstruction of buildings with concrete
· Reinforcement and reconstruction of Railway, Road, Bridge, Water resources, Tunnel, etc.
· Reinforcement for equipment, pipeline installation, supports
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): 3:1
5) Shelf time: 24 months
2 Main Performance
3 Technical Data
Anchoring Adhesive used with thread rod
|
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 |
|
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)
|
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
· Electric hammer
· Hole cleaning brush
· Air compressor
· Glue gun
2 Attention
· Drill as per requested hole dia. and depth
· Clean the hole completely
· Inject from the bottom of the hole and pull out the gun slowly.
· After planting the bar, let the gel harden in still.
3. Processing Flow
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:
1. One cartridge with one mixer
2. 12pcs per carton.
3. Xinchor label or your own label.
4. EXP Date on the top of cartridge.
5. Customized Packing.
|
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 |
29×21.5×30 |
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:
1. Shipments can be arranged by sea, air, courier express.
2. Courier express includes DHL, FedEx, TNT, UPS, EMS, SF, etc.
