Plant Reinforcement Products
SHB-601
SHB-601 Engineering Reinforced Injectable Reinforcement Glue
- Product Model: SHB-601
- Specification: 360ml/ piece 30 pieces/box
- Mix ratio: A:B=5:1
- Torage period: 12 months
Product Introduction
SHB-601 Inject-type anchor adhesive - Engineering reinforced is A, B two-component modified epoxy resin adhesive, using a special injection gun injection, the two components are fully mixed in the static mixer, directly injected into the hole. It has the characteristics of rapid solidification, strong anchoring force, similar to embedment, no expansion stress, good seismic performance, convenient and fast without adhesive use, anti-aging, good resistance to media (acid, alkali, salt) and so on. Passed the type inspection of GB/T 37127-2018 "Anchorage adhesive for Concrete Structure Engineering".
Product features
·Modified epoxy resin, free of styrene, safe and non-toxic.
·The solidification speed is fast, the anchoring force is strong, and the shape is similar to embedment.
·No expansion stress, good seismic performance.
·Aging resistance, good resistance to media (acid, alkali, salt), etc.
·This product is especially suitable for horizontal holes, vertical holes planting reinforcement construction.
·National A-grade glue standards, through 11 types of test reports, A total of 36 test items.
Performance parameters
|
Inspection
item |
Qualification
standard |
||
|
Colloidal Property |
Splitting
tensile strength (MPa) |
≥ 8.5
|
|
|
Bending
strength (MPa) |
≥ 50, and
shall not be cataclastic failure |
||
|
Compressive
strength (MPa) |
≥ 60
|
||
|
Bonding Ability |
Standard value
of steel to steel tensile shear strength (MPa) |
Standard
value (23±2) ℃, (50±5) %RH |
≥ 10 |
|
Average
(60±2) ℃, 10min) |
≥ 11 |
||
|
Average
(-45±2) ℃, 30min) |
≥ 12 |
||
|
Bond strength
of ribbed steel bar to concrete under constrained drawing conditions (MPa) |
C30 φ25
L=150mm |
≥ 11 |
|
|
C60 φ25
L=125mm |
≥ 17 |
||
|
Steel to
steel T impact stripping length (mm) |
|
≤ 25 |
|
|
Thermal
deformation temperature (℃) |
≥ 65 |
||
|
Non-volatile
matter content (%) |
≥ 99 |
||
Performance Index
|
|
Inspection item |
Qualification index |
|
Environmental resistance |
Wet and heat ageing resistance ability (%) |
Compared with the short-term results at room temperature,
the decrease rate of shear strength ：≤ 12 |
|
Heat aging resistance (%) |
Compared with the short-term results at same
temperature 10min, the decrease rate of shear strength : ≤ 5 |
|
|
Freezing and thawing resistance ability (%) |
Compared with room temperature, short-term results,
the shear strength decrease rate is not greater than : ≤ 5 |
|
|
Stress resistance ability |
Resistance to fatigue stress |
After
2×106 times continuous sine wave fatigue loads,specimen does not
destory |
|
Long-term stress resistance |
The steel to steel tensile shear specimens does not
destroy,and creep deformation value is less than 0.4mm |
|
|
Dielectric resistance |
Salt spray resistance (%) |
Strength reduction rate compared with the control
group: ≤ 5%, and no cracks or degumming |
|
Alkaline medium resistance (%) |
The strength does not decrease compared with the
control group, and the concrete is damaged, and the appearance must not have
cracks, peeling or foaming |
|
|
Resistance to acid media (%) |
The concrete is damaged, and the appearance must not
be cracked or degummed |
|
|
Remarks: Judgment basis: GB50728-2011
"Technical Specification for Safety Evaluation of Engineering Structural
Reinforcement Materials" (Table 4.2.2-3) (Table 4.2.2-4) (Table 4.2.2-5)
(Table 4.8.1) |
||
Curing time
|
Ambient
Temperature (℃) |
Time
of Operate (min) |
Cure
Time(h) |
|
-5 |
40 |
72 |
|
0 |
35 |
72 |
|
10 |
30 |
48 |
|
20 |
25 |
24 |
|
30 |
20 |
12 |
|
Note:
When the ambient temperature is lower than -5℃, the curing time can be extended according to the above table. |
||
Application scope
Testing report
Construction video images
Notes
·Thoroughly clean the drilling hole before rebar planting, and rotate the rod body into the hole. If there is no glue flowing out of the hole, the rod body must be pulled out and re-injected with glue. It is strictly forbidden to touch the rod body before curing.
· The glue in the first tube of static mixer should be discarded and not used.
· The unused glue can be cleaned out after the glue mouth, tighten the bottle cap, and continue to use next time.
· Wear gloves, masks, goggles, safety hats and other protective equipment during construction; If accidentally on the skin or clothing, use acetone and a lot of water to clean; If ingested or spilled into eyes, seek medical attention immediately.
