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The invention discloses a rock anchor rod foundation structure. According to the rock anchor rod foundation structure, at least one circle of anchor rod sleeves (3) are evenly distributed on the outer edge of a foundation platform (1); a foundation pile (2) is vertically arranged under each anchor rod sleeve (3); an anchor rod (4) is vertically fixed to each foundation pile (2), and the upper portion of each anchor rod (4) penetrates through the foundation platform (1) through the corresponding anchor rod sleeve (3) and is fixed to the top of the foundation platform (1) through an anchor rod nut (5); at least one circle of screws (6) are evenly distributed at the center of the foundation platform (1); a plurality of reinforcing rods (9) penetrate through gaps between the screws (6) and connect the center of the foundation platform (1) with the outer edge of the foundation platform (1) in a reinforcing mode. The bending moment load resisting capacity of the foundation piles is greatly enhanced, building materials consumed for the foundation platform are saved, the problems of an existing foundation ring are solved, the bending moment load resisting capacity of a whole foundation is enhanced, and material cost is lowered.
The invention discloses a rock anchor rod foundation structure. According to the rock anchor rod foundation structure, at least one circle of anchor rod sleeves (3) are evenly distributed on the outer edge of a foundation platform (1); a foundation pile (2) is vertically arranged under each anchor rod sleeve (3); an anchor rod (4) is vertically fixed to each foundation pile (2), and the upper portion of each anchor rod (4) penetrates through the foundation platform (1) through the corresponding anchor rod sleeve (3) and is fixed to the top of the foundation platform (1) through an anchor rod nut (5); at least one circle of screws (6) are evenly distributed at the center of the foundation platform (1); a plurality of reinforcing rods (9) penetrate through gaps between the screws (6) and connect the center of the foundation platform (1) with the outer edge of the foundation platform (1) in a reinforcing mode. The bending moment load resisting capacity of the foundation piles is greatly enhanced, building materials consumed for the foundation platform are saved, the problems of an existing foundation ring are solved, the bending moment load resisting capacity of a whole foundation is enhanced, and material cost is lowered.
Rock anchor rod foundation structure
HUO HONGBIN (Autor:in)
22.04.2015
Patent
Elektronische Ressource
Englisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
Europäisches Patentamt | 2019
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