1. Structural and constructional problems in prestressed concrete reactor pressure vessels (Konstruktive und Ausführungstechnische Probleme bei Spannbeton-reaktordruckbehältern)
- Author
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W. Zerna, S. Wrage, and G. Schnellenbach
- Subjects
High concentration ,Nuclear and High Energy Physics ,Engineering ,business.industry ,Mechanical Engineering ,Compaction ,Structural engineering ,Pressure vessel ,law.invention ,Prestressed concrete ,Nuclear Energy and Engineering ,law ,Water cooling ,General Materials Science ,Geotechnical engineering ,Stress conditions ,Safety, Risk, Reliability and Quality ,business ,Reinforcement ,Waste Management and Disposal - Abstract
Prestressed concrete pressure vessels (PCPVs) for nuclear reactors differ ssentially from other civil engineering structures, namely in relation to their extraordinary dimensions and stress conditions and different components (liner, penetration liners, etc.). These peculiarities involve a series of structural and constructional problems. The voluminous dimensions and high demands on the quality of prestressed concrete pressure vessels raise the questions of specifying the optimum concrete quality and of the concreting units to important aspects. The orderly placement and compaction of concrete underneath the almost horizontal base of the liner leads to special technical difficulties. Some solutions pertaining to these problems are discussed. PCPVs are highly prestressed structures. The difficulties with regard to horizontal prestressing are quite apparent, whereas the vertical prestressing presents no special problems. The wire-winding prestressing system already represents great progress in comparison with single anchored cables. However, it is not an optimum possibility. Further improvements in circumferential prestressing techniques are presented. Special problems of structural layout arise in the transition regions between the cylindrical wall and the end slabs at the inside of the vessel. In these zones of high stresses several components such as the liner cooling system, its feeding pipes, liner anchorages, and a concentrated reinforcement arrangement in three or four directions meet. Placement of these different components and reinforcement in such a way that their installation remains practicable and such that proper compaction of concrete in these zones can be assured is a difficult task. The difficulties could be considerably reduced by using concrete reinforced with steel micro-reinforcement. The same benefits would result for the other zones of high concentration of reinforcement and components (for example standpipe regions and penetration zones) by using this wire-reinforced concrete. The advantages of this new material for the construction of entire PCPVs are discussed. Further important structural problems are the anchorage of the steel liner especially at the transition zone between the cylindrical wall and the end slabs and the anchorages of penetration liners. Different structural design possibilities and their respective design criteria are discussed. Their advantages and disadvantages are pointed out.
- Published
- 1974