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Application of High-Ductility Concrete to Next-age Reinforced Concrete Structure

Application of High-Ductility Concrete to Next-age Reinforced Concrete Structure
高延性混凝土在下一代钢筋混凝土结构中的应用
批准号:
11555153
负责人:
KITSUTAKA Yoshinori
金额:
$6.72万
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (B)
财政年份:
1999
资助国家:
日本
项目状态:
已结题
起止时间:
1999 至 2001

项目摘要

项目成果

KITSUTAKA Yoshinori的其他基金

相关文献

中文摘要
翻译
从客观的角度来看,钢筋混凝土结构将是最基本和最基础的材料,我们可以在任何地方得到,所以它将是可以介绍下一个时代的钢筋混凝土结构的框架设计,这将有助于推进环保意识的建筑体系,使用自由适用的材料在混凝土。本研究采用实验法和分析法对这一概念进行了研究。(1)研究了高延性混凝土的流动性、收缩性能、断裂性能、墙板的制作条件和钢筋混凝土构件的拉应力-滑移长度等基本性能。此外,还对混凝土的耐火性能和收缩自恢复性能进行了试验研究。(2)对高延性混凝土耐久性进行了耐酸、抗盐渗透、抗冻融、抗钢筋锈蚀等方面的评价,明确了影响高延性混凝土耐久性的因素。高延性混凝土耐久性的优点在于纤维能有效地减少混凝土的收缩,提高混凝土的耐久性。(3)高延性混凝土构件的基本性能表现为纤维提高剪应力的有效性、纤维取消构件配筋的有效性、防止混凝土脱落的有效性、减小裂缝宽度的有效性、改善混凝土断裂性能的有效性和钢筋混凝土构件的轻量化。明确了采用高延性混凝土提高钢筋混凝土构件性能的基本因素。
英文摘要
From the objectively point of view, reinforced concrete structures would be composed basic and fundamental materials anywhere we could get, so it would be capable for introducing the frame design of next-age's reinforced concrete structure which will contribute to progress environmental conscious construction system by using free-applicable materials in concrete. This study was investigated on the concept by experimental approaches and analysis. The some results are as follows(1)The results about fundamental qualities of high-ductility concrete were showed as properties of fluidity, shrinkage, fracture properties, the conditions of producing wall panels and the conditions of pull stress-slipped length of reinforced concrete member. In additions, the functions of the concrete as for fire resistance and self-recovery of shrinkage were investigated by the experiments.(2)The results about durability of high-ductility concrete were showed as evaluations of resistance to acid conditions, permeation of salinity, freezing-fusion resistance, resistance of corrosion of reinforcement, and it cleared the conditions of influence factors of durability of the concrete. The virtues of high-ductility concrete to durability were to decrease shrinkage by fibers and to expect to be improved the durable qualities of concrete.(3)The results about fundamental qualities of high-ductility concrete member were showed as properties of effectiveness of increasing sheer stress by fibers, effectiveness of canceling reinforcements for member by fibers, effectiveness of preventing to drop cover concrete, effectiveness of decreasing width of crack, improvement of fracture performance of concrete and light-weight changes of the reinforced concrete member. It cleared the fundamental factors in order to develop performances of reinforced concrete member using high-ductility concrete.
期刊论文(152)
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会议论文
橘高義典: "軽量繊維補強コンクリートパネルの曲げ試験におけるひび割れ分散効果(その2:破壊力学手法による軟化材料のひび割れ分散を考慮した曲げ変形分析"日本建築学会大会学術講演梗概集. A-1. 393-394 (2000)
立花义典:《轻质纤维增强混凝土板弯曲试验中的裂纹分散效应(第2部分:使用断裂力学方法考虑软化材料的裂纹分散的弯曲变形分析》日本建筑学会会议学术讲座摘要。A-1 . 393 -394 (2000)
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塚本剛史, 橘高義典, 田村雅紀: "高強度化軽量気泡繊維補強コンクリートの破壊特性に及ぼす高温加熱の影響"セメントコンクリート論文集. No.54. 744-749 (2001)
Tsuyoshi Tsukamoto、Yoshinori Tachibana、Masaki Tamura:“高温加热对高强度轻质蜂窝纤维增强混凝土断裂性能的影响”《水泥混凝土杂志》第 54 期。744-749 (2001)。
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小坂英生, 北山和宏, 岸田慎司: "繊維混入コンクリートを用いたRC柱のせん断性能に関する研究(実験概要および実験結果)"日本建築学会大会学術講演梗概集. C-2. 45-46 (2001)
Hideo Kosaka、Kazuhiro Kitayama、Shinji Kishida:“使用含纤维混凝土的 RC 柱的抗剪性能研究(实验总结和结果)”日本建筑学会会议记录 C-2(2001)。
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共 58 条
    Study on mixed mode fracture properties of high-strength fiber-reinforced concrete used as earthquake resisting materials
    • 批准号:
      20560531
    • 项目类别:
      Grant-in-Aid for Scientific Research (C)
    • 资助金额:
      $3.0万
    • 财政年份:
      2008
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    • 依托单位:
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    • 批准号:
      17360273
    • 项目类别:
      Grant-in-Aid for Scientific Research (B)
    • 资助金额:
      $6.01万
    • 财政年份:
      2005
    • 负责人:
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    • 批准号:
      12650581
    • 项目类别:
      Grant-in-Aid for Scientific Research (C)
    • 资助金额:
      $0.51万
    • 财政年份:
      2000
    • 负责人:
      KITSUTAKA Yoshinori
    • 依托单位:
    APPLICATION OF HIGH TOUGHNESS CONCRETE FOR RC MEMBERS
    • 批准号:
      10650569
    • 项目类别:
      Grant-in-Aid for Scientific Research (C)
    • 资助金额:
      $2.05万
    • 财政年份:
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    • 负责人:
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    • 依托单位: