Anchorage system

Abstract

The invention provides an anchorage system. The anchorage system comprises a concrete bottom plate, anchorage block bodies, cable ropes and anchoring parts. The anchorage block bodies are distributed on the two sides of the bottom plate. The anchoring parts are arranged at the two ends of the bottom plate and the anchorage block bodies on the two sides respectively. The anchoring parts at the two ends of the bottom plate and the anchoring parts on the anchorage block bodies on the two sides are connected through the cable ropes. The anchorage system can solve the problems in the prior art. When earthquakes happen, the slide force generated by the foundation bottom plate through slide displacement under the effect of the earthquakes is transmitted to the anchorage block bodies away from the bottom plate, the anchorage block bodies are high in anti-slippage capacity due to the fact that the anchorage block bodies are decoupled from a body structure and are stable rock mass or block bodies completely embedded in soil, the acting principle is similar to that of an anchorage device of a ship, the horizontal displacement of a structure foundation bottom plate under the effect of the earthquakes can be limited, and therefore the anti-slippage function is achieved.

Description

Technical field [0001] The invention relates to the field of safety structure design of nuclear power plant workshops, in particular to an anchor system that ensures that the nuclear power plant workshops do not suffer from overall slipping and instability under the action of an earthquake. Background technique [0002] There are many production-related workshops in nuclear power plants. Among them, earthquake-resistant Type I and Type II workshops have the highest importance and safety requirements. The seismic-resistant Type I workshops may contain radioactive materials from leaking out, or ensure that nuclear power plants will work in accidents. It plays an important role in the normal operation of various safety measures to alleviate the accident. [0003] According to the requirements of the current nuclear safety related regulations GB50267-97, buildings and structures of seismic class I or class II need to ensure the anti-slip stability of the foundation under the action of ...

AI Technical Summary

Problems solved by technology

[0005] According to the deficiencies of the prior art, the present invention proposes a new type of anchorage system outside the plant, which can fully improve the anti-slip performance of the anti-seismic class I and class II plant of the nuclear power plant, and solve the anti-slip capability of the plant on the soft soil foundation Insufficient problem

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