An overall performance evaluation method of nuclear power plant containment based on distributed sensing technology
A technology of sensing technology and evaluation method, which is applied in the field of overall performance evaluation of nuclear power plant containment based on distributed sensing technology, which can solve the failure of embedded vibrating wire sensors, the inability to achieve repair and replacement, and the inability to repair or replace the severity. And other issues
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Publication Date
- 2020-09-04
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Abstract
Description
technical field
[0001] The invention relates to the fields of safety monitoring of major civil and structural engineering and nuclear safety, in particular to a method for evaluating the overall performance of containment shells of nuclear power plants based on distributed sensing technology. Background technique
[0002] Optical fiber sensing technology has many advantages, such as small size, anti-electromagnetic interference, no drift, good durability, and long transmission distance. Among them, distributed sensors are based on the principle of Brillouin scattering, which can perform real-time monitoring of large-scale, long-distance, and distributed strains. It has been gradually applied in the field of structural health monitoring, and it is a good sensor with potential application in long-term health monitoring of civil engineering structures. At present, it has been widely used in tunnels, bridges, pipelines and other structures.
[0003] The integrity evaluation of ...
Examples
Embodiment Construction
[0114] The present invention will be further described below in conjunction with the accompanying drawings and embodiments.
[0115] See attached figure 1 to attach figure 2 The containment vessel includes a prestressed concrete cylindrical shell 1, an arc-shaped dome 2 located above the shell 1, and a thick reinforced concrete foundation plate at the bottom of the shell 1, and the inner surface of the shell 1 is provided with a steel lining. The vertical prestressed steel beams of cylinder 1 start from the top of the prestressed corridor to the junction of the vertical wall and dome 2; the horizontal prestressed steel beams of cylinder 1 run from the bottom to the top of cylinder 1, and two layers of prestressed Stressed steel tendons; the dome 2 prestressed steel tendons are divided into 3 layers, adopting the form of 120° intersecting each other and the angle between the axes of each layer is 60°, and the steel bundles are covered with steel bundle sleeves.
[0116] A me...