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Onshore anchoring system
An anchoring system 1 comprising an anchor pile 2 configured to be embedded in a pre-drilled borehole (30, Fig.2). The anchor pile 2 comprises an elongate main body 3 having a longitudinal axis, an upper end 4 and a lower end 5. The cross section of the elongate main body 3 increases along a portion of the longitudinal axis in the direction from the upper end 4 to the lower end 5 defining at least one bearing surface 7a,7b preferably having a tapered surface. Locking media (e.g. grout, cement) is inserted in an annular gap (32, Fig.2) between the bearing surface 7a,7b and the adjacent portions of the borehole (30, Fig.2). The anchor pile 2 is locked in position within the borehole (30, Fig.2) on receipt of locking media within the annular gap (32, Fig.2) and abutment of the loose material with the bearing surface 7a,7b. The portions of increasing cross sectional area may be conical 8a,8b. A tubular portion 9a,9b may extend from the first conical portion 8a,8b to a second conical portion 10a,10b of decreasing cross sectional area. A method of installing an anchor pile 2 that uses the anchoring system 1 is included.
Onshore anchoring system
An anchoring system 1 comprising an anchor pile 2 configured to be embedded in a pre-drilled borehole (30, Fig.2). The anchor pile 2 comprises an elongate main body 3 having a longitudinal axis, an upper end 4 and a lower end 5. The cross section of the elongate main body 3 increases along a portion of the longitudinal axis in the direction from the upper end 4 to the lower end 5 defining at least one bearing surface 7a,7b preferably having a tapered surface. Locking media (e.g. grout, cement) is inserted in an annular gap (32, Fig.2) between the bearing surface 7a,7b and the adjacent portions of the borehole (30, Fig.2). The anchor pile 2 is locked in position within the borehole (30, Fig.2) on receipt of locking media within the annular gap (32, Fig.2) and abutment of the loose material with the bearing surface 7a,7b. The portions of increasing cross sectional area may be conical 8a,8b. A tubular portion 9a,9b may extend from the first conical portion 8a,8b to a second conical portion 10a,10b of decreasing cross sectional area. A method of installing an anchor pile 2 that uses the anchoring system 1 is included.
Onshore anchoring system
2022-09-07
Patent
Electronic Resource
English
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