Durability of High Performance Concrete
高性能混凝土的耐久性
基本信息
- 批准号:06452258
- 负责人:
- 金额:$ 4.74万
- 依托单位:
- 依托单位国家:日本
- 项目类别:Grant-in-Aid for General Scientific Research (B)
- 财政年份:1994
- 资助国家:日本
- 起止时间:1994 至 1995
- 项目状态:已结题
- 来源:
- 关键词:
项目摘要
In this study, durability of high performance concrete, which has relatively normal strength, was examined. Main results obtained are as follows :(1) Strain of drying shrinkage of high performance concrete was not affected by replacement ratio of lime stone powder and water cement ratio, although it was a little larger than that of ordinary concrete. It may be caused by change in pore structure due to lime stone powder addition. Creep strain and creep coefficient were also almost constant regardless of water cement ratio, which were almost the same as those of ordinary concrete.(2) Hight performance concrete showed preferable freeze thaw resistance except for that with 3.0% of air content. Influence of the agent which gives high viscosity was not significant.13EA04 : (3) Vickers hardness of interfacial zone of high performance concrete and steel bar showed large values in case that lime stone powder was used and water powder ratio was small, which may be caused by small bleeding. Bond strength between high performance concrete and steel bar was almost the same regardless of the direction of steel bar when casting.
在这项研究中,高性能混凝土,这具有相对正常的强度,耐久性进行了检查。主要研究结果如下:(1)高性能混凝土的干缩应变略大于普通混凝土,但不受石灰石粉取代率和水灰比的影响。这可能是由于石灰石粉的加入改变了孔隙结构。徐变应变和徐变系数与水灰比无关,与普通混凝土的徐变应变和徐变系数基本相同。(2)高性能混凝土除含气量为3.0%的混凝土外,其抗冻融性能较好。13EA04:(3)在石灰石粉和水粉比较小的情况下,高性能混凝土与钢筋界面区维氏硬度值较大,可能是泌水量较小所致。高性能混凝土与钢筋之间的粘结强度与浇筑时钢筋的方向无关。
项目成果
期刊论文数量(4)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
小林孝一,服部篤史,宮川豊章 藤井学: "石灰石微粉末を混入したセメントペーストと骨材の骨面性状" セメント-コンクリート論文集. 49. 420-425 (1995)
Koichi Kobayashi、Atsushi Hattori、Toyoaki Miyakawa、Manabu Fujii:“掺有细石灰石粉的水泥浆和骨料的骨表面特性”《水泥混凝土杂志》49. 420-425 (1995)。
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- 影响因子:0
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小林孝一,久米生泰,宮川豊章 藤井学: "石灰石微粉末を用いた高流動コンクリートの微小硬度と付着性状" 第2回超流動コンクリートに関するシンポジウム論文集. 149-156 (1994)
Koichi Kobayashi、Yasushi Kumeo、Toyoaki Miyakawa、Manabu Fujii:“使用细石灰石粉的高流动性混凝土的显微硬度和粘合性能”第二届超流混凝土研讨会论文集149-156(1994)。
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FUJII Manabu其他文献
EFFECT OF DISSOLVED METAL ION CONCENTRATION ON TOXIN PRODUCTION OF FRESHWATER CYANOBACTERIA
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- DOI:
10.2208/jscejer.75.7_iii_385 - 发表时间:
2019 - 期刊:
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2005 - 期刊:
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10.2208/jscejer.74.iii_153 - 发表时间:
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NASUKAWA Kohei;MATSUMAE Hiroki;FUJII Manabu - 通讯作者:
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Prediction of reactive sites in the hydroxyl radical-mediated oxidation pathway of phenol by using quantum chemical calculation
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- DOI:
10.2208/jscejer.75.7_iii_225 - 发表时间:
2019 - 期刊:
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山口世力;城内紗千子;中村京太郎;丸本一弘;大下祥雄;増田淳;山口瑛子・永田光知郎・小林恵太・田中万也・小林徹・谷田肇・矢板毅・吉村崇・奥村雅彦・高橋嘉夫;横田,福原,加納,石黒;塚本脩仁,吉田浩之,尾﨑雅則;FUJII Manabu - 通讯作者:
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{{ truncateString('FUJII Manabu', 18)}}的其他基金
Kinetics and Mechanism of Reactive Oxygen Species in a lake
湖泊中活性氧的动力学和机理
- 批准号:
23760501 - 财政年份:2011
- 资助金额:
$ 4.74万 - 项目类别:
Grant-in-Aid for Young Scientists (B)
Repair of Chloride deterioratron of Concrete Structures by Electro-Chemical Chloride removal
电化学除氯修复混凝土结构的氯化物劣化
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05555123 - 财政年份:1993
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Methods for Detection and Diagnosis of Inner Defects in Concrete Structures
混凝土结构内部缺陷的检测与诊断方法
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03555107 - 财政年份:1991
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Hierarchy Modeling of Damage Factors Due to Alkali-Aggregate Reaction and Chloride Corrosion and Its Application to Damage Assessment
碱骨料反应和氯化物腐蚀损伤因素的层次模型及其在损伤评估中的应用
- 批准号:
01460175 - 财政年份:1989
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Grant-in-Aid for General Scientific Research (B)
STUDIES ON FORMULATION OF R/C COLUMN UNDER BIAXIAL BENDING
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- 批准号:
61850091 - 财政年份:1986
- 资助金额:
$ 4.74万 - 项目类别:
Grant-in-Aid for Developmental Scientific Research
Torsional Strength of Precast Prestressed Concrete Members with Segmental Joint
预制节段节点预应力混凝土构件的抗扭强度
- 批准号:
60460154 - 财政年份:1985
- 资助金额:
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