High-tension high-compression foundation for tower structures
First Claim
1. An embedded high-tension, high-compression foundation for an above ground tower comprising:
- a ground level cap for supporting the tower;
attachments to secure the tower to the cap; and
embedded tension/compression components secured to the cap and terminating only distally with a bearing surface resistant to pullout and overturning forces to provide embedded tension retention of the components within a terminal soil/rock mass;
wherein the components extend to deep, high-strength soil layers in absence of deep wide-area excavation to provide exceptional bearing and tension capacity, high resistance to overturning moment forces acting on the tower, and compression significantly higher than the tension capacity.
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Abstract
An above ground tower foundation uses embedded tension/compression components secured to a ground level cap. The components each terminate distally in a below ground soil or rock anchoring structure. The components embed without deep wide area site excavation or dewatering. The components with their distal anchoring structure provide exceptional bearing and tension capacity to the foundation, and high resistance to overturning moments acting on the tower. The tension/compression components may be straight or tapered piles with distal end helical fins, piles with a distal end grouted soil or rock anchor, caissons with a distal belled section, caissons with a distal end grouted soil or rock anchor, helical screw anchors or any combinations thereof
Construction of this foundation comprises the following steps. A minimal ground-level excavation is established for the cap. The tension/compression components embed into deep, high-strength soil layers without deep below ground excavation. The cap is formed. The components are secured to the cap. The tower attaches to the cap. Preferred tension/compression components are spin-fin piles—a pile with a helical fin at the distal pile end. The tension/compression components may be battered outwardly from the cap and tower.
123 Citations
20 Claims
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1. An embedded high-tension, high-compression foundation for an above ground tower comprising:
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a ground level cap for supporting the tower;
attachments to secure the tower to the cap; and
embedded tension/compression components secured to the cap and terminating only distally with a bearing surface resistant to pullout and overturning forces to provide embedded tension retention of the components within a terminal soil/rock mass;
wherein the components extend to deep, high-strength soil layers in absence of deep wide-area excavation to provide exceptional bearing and tension capacity, high resistance to overturning moment forces acting on the tower, and compression significantly higher than the tension capacity. - View Dependent Claims (2, 3, 4, 5, 6, 7)
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8. A method of constructing an embedded high-tension, high-compression foundation for an above ground tower comprising:
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establishing a minimal ground-level excavation for a cap;
embedding below ground level tension/compression components that terminate only distally in a bearing surface to provide below ground tension retention within a terminal soil/rock mass absent deep wide area excavation, so that the components extend to deep, high-strength soil layers to provide exceptional bearing and tension capacity, high resistance to pullout and overturning forces, and compression significantly higher than the tension capacity forming the cap; and
securing the cap to the components. - View Dependent Claims (9, 10, 11, 12, 13)
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14. An embedded high-tension, high-compression foundation for an above ground tower comprising:
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a ground level cap for supporting the tower;
attachment means for attaching the tower to the cap; and
embedded tension/compression components secured to the cap and terminating distally with anchoring means to provide below ground tension embedded retention of the components within a terminal soil mass;
wherein the components extend to deep, high-strength soil layers in absence of excavation for embedding of the components to provide exceptional bearing and tension capacity, high resistance to overturning moment forces acting on the tower. - View Dependent Claims (15, 16, 17)
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18. A method of constructing an embedded high-tension, high-compression foundation for an above ground tower comprising:
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establishing a minimal ground-level excavation for a cap;
embedding below ground level tension/compression components that terminate distally in an anchoring means to provide below ground tension retention within a terminal soil mass in absence of deep below-ground excavation, and extending the components to deep, high-strength soil layers to provide exceptional bearing and tension capacity;
forming the cap; and
securing the cap to the components. - View Dependent Claims (19)
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20. An embedded high-tension, high-compression foundation for an above ground tower comprising:
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a ground level cap for supporting the tower;
attachments to secure the tower to the cap; and
embedded tension/compression components secured to the cap which are spin fin piles;
wherein the spin fin piles extend to deep, high-strength soil layers in absence of deep wide-area excavation to provide exceptional bearing and tension capacity, high resistance to overturning moment forces acting on the tower, and compression significantly higher that the tension capacity.
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Specification