孙浦会馆的设计和建造过程

IF 0.8 0 ARCHITECTURE Japan Architectural Review Pub Date : 2024-07-20 DOI:10.1002/2475-8876.12454
Saikaku Toyokawa
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引用次数: 0

摘要

本研究旨在揭示 20 世纪 50 年代在地震多发的日本实现由钢筋混凝土构成的大型双曲抛物面(HP)壳体结构的难度。分析的重点是 Sunpu Kaikan 的设计和建造,侧重于丹下健三和坪井吉胜及其建筑实验室工作人员的作用。它揭示了从孙浦会馆项目中获得的经验如何促进了 20 世纪 60 年代的两个建筑项目:采用钢架混凝土 HP 外壳的新泻市体育馆和采用悬挂式屋顶结构的代代木国家体育场。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

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The process for designing and constructing the Sunpu Kaikan

This study aims to reveal the difficulty of realizing large hyperbolic paraboloid (HP) shell structures comprising reinforced concrete in earthquake-prone Japan in the 1950s. The analysis focused on the design and construction of Sunpu Kaikan, focusing on the roles of Kenzo Tange and Yoshikatsu Tsuboi, alongside their architectural laboratory staff. It revealed how the experience gained in the Sunpu Kaikan project contributed to two architectural projects in the 1960s: the Niigata City Gymnasium, with its steel-frame concrete HP shell, and the Yoyogi National Stadium, with its suspension roof structure.

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来源期刊
CiteScore
1.20
自引率
11.10%
发文量
58
审稿时长
15 weeks
期刊最新文献
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