Underground gravity energy storage shaft and chamber spatial arrangement structure
By optimizing the design of the number, spacing, and shape of the heavy block storage chamber group, the transportation chamber group, and the connecting section chamber, the problem of the difficulty in long-term stable operation of the underground gravity energy storage well shaft and chamber layout scheme in the existing technology has been solved, and safe and stable operation under the conditions of ground stress and surrounding rock excavation disturbance has been achieved.
Patent Information
- Application Number
- CN202520157932.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-01-23
- Publication Date
- 2025-11-21
- Estimated Expiration
- 2035-01-23
AI Technical Summary
Existing technologies fail to adequately consider the stress distribution in underground spaces, the interaction between the heavy block storage chamber group and the hoisting shaft, and the disturbance and damage to the surrounding rock caused by underground space excavation. As a result, the underground gravity energy storage well and chamber layout schemes are difficult to maintain long-term safe and stable operation under the conditions of ground stress, surrounding rock excavation disturbance, and cyclic load disturbance of the energy storage heavy blocks.
An underground gravity energy storage well and chamber spatial layout structure was designed, including a vertical well, a group of heavy block storage chambers, a group of heavy block transportation chambers, and connecting chambers. The number, spacing, shape, and size of the chambers were optimized, and a straight-walled semi-circular arched chamber was adopted. The design was optimized by monitoring stress distribution to reduce stress concentration in the surrounding rock.
It has achieved long-term safe and stable maintenance of vertical shafts at a lower cost and with less difficulty, balancing the long-term stability of the chamber with the construction cost, reducing stress concentration in the surrounding rock, and improving energy storage, transportation and storage capacity.