A Construction Technology of Reserved Central Rock Pillar in Super-long-span Dome of Underground Nuclear Reactor Cavern
A technology for nuclear reactor and construction technology, applied in underground chambers, mining equipment, earth-moving drilling, etc., can solve problems such as improper construction technology, safety accidents, and quality control, and achieve convenient construction, improve safety, and reduce surrounding rock. Effects of Stress Levels and Deformation Levels
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Embodiment 1
[0027] The super-long-span dome of the underground nuclear reactor cavern has an excavation diameter of 48m and a height of 13.4m. The excavation process of the reserved central rock pillar is as follows: reserve the central rock pillar 2 in the center of the dome, first open up the construction channel 1 with a radius to the central pillar, then expand the left and right sides symmetrically in a fan shape, and finally start from the top. And excavate central rock pillar 2 down.
[0028] The reserved central rock pillar 2 of the dome is a circle with better stress conditions, and the cross-section is 12m in diameter. By establishing a three-dimensional numerical model to simulate the excavation process of the reserved central rock pillar method, and setting monitoring points on the exposed rock surface for tracking and monitoring, the results show that the deformation of the surrounding rock during the step-by-step construction meets the safety requirements. After step-by-ste...
Embodiment 2
[0033] The large-span dome of the surge shaft of the hydropower station has an excavation diameter of 41m and a height of 10.0m. The excavation process of the reserved central rock pillar is as follows: reserve the central rock pillar 2 in the center of the dome, first open the construction channel 1 from the radius to the central pillar, then expand the left and right sides symmetrically in a fan shape, and finally start from the top. And excavate central rock pillar 2 down.
[0034] The cross-section of the central rock pillar 2 reserved in the dome is 8m in diameter, which is a circle with good stress conditions.
[0035] During the entire excavation process, the support and monitoring of key control key parts such as the middle part of the temporarily expanded excavation face 4, the middle part of the reserved central rock pillar 2, and the arch foot 6 of the dome contour are emphasized.
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