Self-drilling anchor system-T52

Anchoring is widely used in tunnel for pre-support, slope, coast, mine, water conservancy projects, Building foundation, roadbed reinforcement and geological faulty treatment such as landslip, crack, and sink age, it’s irreplaceable in narrow construction environment.

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PRODUCTS DETAILS

Anchoring is widely used in tunnel for pre-support, slope, coast, mine, water conservancy projects, Building foundation, roadbed reinforcement and geological faulty treatment such as landslip, crack, and sink age, it’s irreplaceable in narrow construction environment.


ADVANTAGES 

Self Drilling Hollow Bar Anchor System:

Comprised of a hollow threaded bar attached with a drill bit that performs drilling. The hollow bar allows air and water to freely pass through the bar during drilling to remove debris, after drilling at the required depth is completed, grout fills the hollow bar through the pressure for their requirement and completely covers the entire bolt.

Coupler: 

The coupler can be used to join hollow bars and extend the bolt length, it means the anchor can be elongated with the couplers.

Plate and nut :

The plate and nut are installed according to their design requirement.

Drill bit: 

The drill bit would be selected at the choice of ground condition.


Hollow Anchor Bar

Size

Outer Dia.

Inner Dia.

Ultimate Load

Yield Load

Weight

(mm)

(mm)

(kN)

(kN)

(Kg/m)

S-T52/24

52

24

929

730

10.2

S-T52/26

52

26

929

730

9.7



Coupler

Size

Outer Dia.

Length

Weight

Note

(mm)

(mm)

(Kg/pc)

S-T52

70

160

2.31

With sealing structure

E-T52

70

160

2.46

Without sealing structure



Hex Nut

Size

Key Size

Length

Weight

Hardness

(mm)

(mm)

(Kg/pc)

(HRC)

S-T52

80

70

1.94

25-30



Spherical Collar Nut

Size

Dimensions

Thickness

Hole Dia.

Weight

(mm)

(mm)

(mm)

(Kg/pc)

S-T52

80

70

2.3

290-340



Anchor plate

Size

Dimensions

Thickness

Hole Dia.

Weight

(mm)

(mm)

(mm)

(Kg/pc)

SST52

145×145

27

65

3.6

200×200

30

65

8.59

220×220

35

65

13.1


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