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"Sifcon" Connection for Precast Prestressed Concrete SeismicResistant Frames

"Sifcon" Connection for Precast Prestressed Concrete SeismicResistant Frames
预制预应力混凝土抗震框架的“Sifcon”连接
批准号:
8609579
负责人:
Antoine Naaman
金额:
$2.99万
依托单位国家:
美国
项目类别:
Standard Grant
财政年份:
1986
资助国家:
美国
项目状态:
已结题
起止时间:
1986-04-01 至 1988-03-31

项目摘要

项目成果

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中文摘要
翻译
这个项目是为了探索几个新的想法和概念, 发展有效的抗震设计和建筑 PC建筑框架的技术。 它们包括:(1)使用框架 由(a)预制预应力柱制成的系统,可能有几个 层高,带有短梁延伸,以及(B)预制预应力 或部分预应力梁连接到延伸柱;(2) 现浇(CIP)接缝的放置,旨在作为能源 吸收塑性铰,距离一至三个梁深, 塔的表面;和(3)SIFCON(浆料)的利用 渗透纤维混凝土-纤维混凝土的最终)作为 在CIP接头中使用的基质,以确保高延展性,增加能量 吸收,减少剥落,并提高抗剪切力在负载 逆转
英文摘要
This project is to explore several novel ideas and concepts for the development of effective earthquake-resistant design and construction techniques for PC building frames. They include: (1) use of a framing system made out of (a) precast prestressed columns, possible several stories high, with short beam extensions, and (b) precast prestressed or partially prestressed beams connected to the extended columns; (2) placing of cast-in-place (CIP) joint, designed to serve as an energy absorbing plastic hinge, at a distance of one to three beam depths from the face of the column; and (3) Utilization of SIFCON (slurry infiltrated fiber concret--the ultimate in fiber concrete) as the matrix used in the CIP joint to insure high ductility, increase energy absorption, reduce spalling, and improve shear resistance during load reversals.
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会议论文
Bond Stress-Slip of Reinforcing Bars and Prestressing Strands in HPFRC Composites
High Performance Fiber Reinforced Cement Composites - International Workshop
Innovative Bridge Deck Using High Performance Fiber Reinforced Cement Composites
Control of Plastic Shrinkage Cracking of Concrete with Fibers
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