Technical Characteristics
| Item |
Indicators |
| Compressive strength（MPa） | ≥60 |
| Shear strength（MPa） | ≥35 |
| Density（g/cm3） | 1.9～2.2 |
| Modulus of elasticity（MPa） | ≥1.6×104 |
| Bond strength（MPa） | concrete（C30）≥7；rebar≥16 |
| Vibration fatigue (10,000 times) | ＞800 |
| Service ambient temperature（℃） | -5～30 |
| Storage period（＜25℃，month） | 3 |
Protection Functions
1.According to the designed hole diameter, anchoring length and rod diameter to choose the appropriate type of anchoring agent specifications;
2.Drill holes into the calibrated anchorage matrix
3.Remove the floating dust in the borehole and install anchorage agent.
4.Use the stirring machine to drive the metal rod body to the bottom of the hole while stirring. The stirring time should be less than the anchorage gel time.
5.Load-bearing capacity after complete curing
Main Technical Parameters
| Code name | Specifications
（mm） |
Weight（g/Branch） |
Applicable aperture （mm）
|
Branch / box |
|
2335 |
φ23*350 | 310±20 | φ28±2 |
50 |
|
2360 |
φ23*600 | 530±30 | φ28±2 |
40 |
|
25180 |
φ25*900*2 | 1900±100 | φ28±2 |
12 |
|
25240 |
φ25*1200*2 | 2560±110 | φ28±2 |
10 |
|
2645 |
φ26*450 | 520±30 | φ28±2 |
30 |
|
26240 |
φ26*1200*2 | 2700±120 | φ28±2 | 8 |
|
2830 |
Φ28*300 | 385 | φ32±2 |
40 |
| 2835 | φ28*350 | 460±30 | φ32±2 |
40 |
|
2850 |
φ28*500 | 660±30 | φ32±2 | 40 |
|
28240 |
φ28*1200*2 | 3220±130 | φ32±2 | 7 |
|
30200 |
φ30*1000*2 | 3000±120 | φ35±2 | 7 |
| 30260 | φ30*1300*2 | 4000±150 | φ35±2 |
7 |
| 3530 | φ35*300 | 610±40 | φ42±2 |
40 |
| 3537 | φ35*370 | 750±40 | φ42±2 |
40 |
|
Code name |
Specifications
（mm） |
Weight（g/Branch） | Applicable aperture （mm）
|
Branch / box |
|
Note: Resin capsule of other specifications can be produced when customers have special needs;Within the range of 18 ~ 40mm in diameter and 200 ~ 1500mm in length. |
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