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The investigation on the mechanism of liquid and gas diffusion in concrete crack interface by consideration of the chemical and physical characteristics of adsorption

The investigation on the mechanism of liquid and gas diffusion in concrete crack interface by consideration of the chemical and physical characteristics of adsorption
考虑吸附化学和物理特性研究混凝土裂缝界面液体和气体扩散机理
批准号:
09305031
负责人:
TANABE Tada-aki
金额:
$18.5万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (A)
财政年份:
1997
资助国家:
日本
项目状态:
已结题
起止时间:
1997 至 1998

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中文摘要
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英文摘要
In this research, the mechanism of the diffusion of water through concrete pores of various sizes considering the chemical and physical characteristics of adsorption was mainly investigated. Through this research, the followings have been obtained.(1) The defects sometimes called as cracks can be classified into micropore, mesopore and macropore respectively. It is thought that adsorption and non-adsorption diffusion phenomenon exist. Darcy 's law can be applied to the non-adsorption diffusion in the crack which width is more than 0.05mm. And the diffusivity is dependent on the crack width which is less than 0.05mm. Since a lot of experiment could not be made in this research, the mathematical modeling of the relation between the diffusivity and the crack width has not been completed. However, this will be solved as research is carried on from now on.(2) In many cases, the formation of micropore and mesopore are decided by mixture and the casting method of concrete. Therefore, the spac … More e distribution and surface property cannot be obtained directly. However, within the range between mesopore and macropore, the form of the surface could be measured using surface analysis equipment. And the results of (1) were obtained from the outflow experiment in each surface. Mesa and macropore measurement of a space distribution and surface property will also be carried out from now on.(3) Using the adsorption measurement equipment, the velocity coefficient of adsorption on the concrete surface corresponding to relative pressure could be measured. This speed velocity coefficient of adsorption can be called as adsorption diffusivity in nonsaturated pore.(4) If the space distribution of a crack can be understood correctly and the model of adsorption and non-adsorbing diffusion can be build, the water diffusion phenomenon in a complicated porous material can be analyzed numerically, and the results can be applied to various practical uses. Through this research, the prospect of the achievement of our aims can be seen. Less
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sato, R.: "Effect of tension softening on time-dependent deformation and crack width of Reinforced Concrete flexural members" Proceedings FRAMCOS-3. 1341-1352 (1998)
sato, R.:“拉伸软化对钢筋混凝土弯曲构件随时间变化和裂缝宽度的影响”论文集 FRAMCOS-3。
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通讯作者:
遠藤 孝夫: "非貫通ひび割れを有するコンクリートの水密性評価の検討" コンクリート工学年次報告集. 発表予定. (1999)
Takao Endo:“非贯穿性裂缝混凝土的水密性评价研究”《混凝土工程年度报告》预定出版。
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林昌弘: "荷重履歴を受けるコンクリート中の間隙水圧に関する実験的研究" コンクリート工学年次報告集. (発表予定). (1998)
Masahiro Hayashi:“受荷载历史影响的混凝土孔隙水压力的实验研究”混凝土工程年度报告(待出版)。
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斉藤 理浩: "乾湿変化による乾燥収縮の解析的評価" コンクリート工学年次報告集. 発表予定. (1998)
Michihiro Saito:“干燥和湿度变化导致的干燥收缩的分析评估”混凝土工程年度报告计划出版(1998 年)。
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11
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    • 批准号:
      13555123
    • 项目类别:
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    • 资助金额:
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    • 财政年份:
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    • 依托单位:
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    • 项目类别:
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    • 资助金额:
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      1995
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    • 项目类别:
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