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Issues Related to Design and Construction of Prestressed Concrete Inner Containment Dome of Reactor Building with Large Openings

机译:大开放式电抗大楼预应力混凝土内部容纳圆顶的设计与施工问题

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The newly conceived structural arrangement of reactor building of a typical Indian Nuclear Power Plant based on Pressurised Heavy Water Reactor (PHWR), is a double containment system with segmented spherical domes. Both the inner containment structure (prestressed concrete) and the outer containment structure (reinforced concrete) are founded on a common reinforced concrete raft. The provision of four major openings with dished head type sealing arrangement, in inner and outer containment domes, is the innovation in the design of Indian Containment Structures. The present paper deals with the issues related to the performance of the steel-concrete interfaces with respect to the separation that may occur in the inner containment dome due to the situations arising out of prestressing cable and other associated details for the prestressing anchorages, steel embedded parts at the openings, and passive reinforcements.
机译:基于加压重水反应器(PHWR)的典型印度核电站反应堆建筑的新构思的结构布置是具有分段球形圆顶的双壳体系统。内部容纳结构(预应力混凝土)和外部容器结构(钢筋混凝土)都成立在共同的钢筋混凝土筏上。在内和外壳圆顶上提供具有碟形密封装置的四个主要开口,是印度遏制结构设计的创新。本文根据预应力电缆的情况和预应力锚固件的其他相关细节,钢嵌入,钢材和其他相关细节,钢制圆顶可能发生的钢混凝土界面与钢混凝土界面的性能相关的问题。开口的零件和被动增强剂。

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