ONTON R38L Self Drilling Anchor Pile for buliding foundation, stablization and reinforcement
USD $2.5 - $40 /Meter
Min.Order:1 Meter
Chengdu ONTON Technology Co., Ltd.
ONTON R38L Self Drilling Anchor Pile
ONTON® Hollow Bar (Self Drilling Anchor, SDA) features a wide range of applications such as soil nails, micropiles, rock bolts, or ground anchors. It is applied to self-drilling ground control solution used in Civil Engineering and underground construction.
Civil Engineering | Underground Mining and Tunneling |
1. Pile foundation | 1. Stabilization of tunnel portals, |
2. Slope and embankment stabilization | 2. Forepoling |
3. Reinforcement of excavation pits and | 3. Face stabilization |
4. Foundation of pylons and wind mills | 4. Radial rock bolting |
5. Anchorage of avalanche protection | 5. Roof and rib bolting |
6. Injection works | 6. Injection works |
R38L | Outside diameter ( mm) | Average internal diameter ( mm) | Aver.cross sectional area (mm2) | Ultimate load capacity ( kN ) | Yield load capacity ( kN ) | Average tensile strength Rm ( N/ mm2 ) | Average yield strength Rp0,2 ( N/ mm2 ) | Weight (kg/m)
|
38 | 27 | 450 | 400 | 300 | 880 | 660 | 3.5 | |
We can supply products according to your requirements |
CE ISO9001 TÜV Rheinland SGS
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Good Ductility checked on site by a bending test to 180 degrees, good machinability and drillable:
Custom process:
Generally: 50 pcs anchor rock bolt per bundle, wrapped in woven bags or as requirement.
FAQ for Hollow Anchor Bolt
1. Products standards:
‘EU Construction Products Directive’: EN 14199:2005 Micropiles and EN 14490:2010 Soil Nails.
2. What the EU standards require?
EN 14199:2005 “Micropiles”, clause 6.2.1 and EN 14490:2010 “Soil Nails”, clause 6.2.2.2 require:
Yield Stress, fyk, between 400 to 600 MPa (60 to 87 ksi)
Ductility (Elongation Agt > 5% required by EN 10080, ASASTM A615 , ASASTM A370)
All the required properties above are tested of Finished hollow-bar, NOT raw materials.
3. What is Agt?
Agt denotes the elongation up to ultimate load without reduction of cross-section.
It is not to be confused with total elongation, A, up to rupture.
Usually elongation, A, has double the value of Agt.