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体外预应力混凝土特点及应力增量计算简介
作者:
作者单位:

(1.国家工业建筑诊断与改造工程技术研究中心;2.冶金部建筑研究总院工程结构所;)

作者简介:

谢应鹏

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中图分类号:

TU528.571

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Brief Introduction to Characteristics of External Prestressed Concrete and Incremental computing of Stress
Author:
Affiliation:

(1.National Industrial Building Diagnosis and Renovation Engineering Technology Research Center;2. Institute of Engineering Structures, General Institute of Architecture and Research, Ministry of Metallurgy;)

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    摘要:

    把预应力筋放在梁截面以外的这一结构形式,称体外预应力[Externally Presstressed Conerete(EPC)]。近年来在国内外得到迅速发展,目前己较广泛地应用于房屋桥梁设计及加固修补等方面。本文主要介绍 EPC 在国内外的发展状况、结构特点、主要的理论及设计方法,以期能促进体外预应力混凝土更为广泛的应用

    Abstract:

    The prestressing tendons are placed outside the beam cross-section of this structural form, called Externally Presstressed Conerete (EPC). In recent years, EPC has been developed rapidly at home and abroad, and is now widely used in the design of houses and bridges and in reinforcement and repair. This paper mainly introduces the development status, structural characteristics, main theories and design methods of EPC at home and abroad, in order to promote the wider application of Externally Presstressed Concrete (EPC).

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引用本文

Xie Yingpeng, Zeng Bin Brief Introduction to Characteristics of External Prestressed Concrete and Incremental computing of Stress. Prestress Technology 2000,4(03):10-13. 10.59238/j. pt.2000.03.003

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  • 在线发布日期: 2023-08-11
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