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Studies on Good Use of Inferior-Quality Aggregates in Concrete Structures for Agriculture

Studies on Good Use of Inferior-Quality Aggregates in Concrete Structures for Agriculture
农业混凝土结构中劣质骨料的利用研究
批准号:
02302083
负责人:
KUNITAKE Masato
金额:
$2.82万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Co-operative Research (A)
财政年份:
1990
资助国家:
日本
项目状态:
已结题
起止时间:
1990 至 1991

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中文摘要
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英文摘要
In order to make good use of inferior-quality aggregates in concrete structures for agriculture, investigations were carried out on aggregates used for this purpose in Tohoku, Kanto, Tokai, Hokuriku, Kansai, Chugoku, and northern and southern Kyushu.It was found that the types of aggregate in each region could be utilized as materials for concrete from experiments to determine grading, specific gravity, absorption, soundness, alkali-aggregate reaction, compressive strength and mechanical properties.In order to control the alkali-aggregate reaction, a small percentage of ash was mixed with the concrete, and the alkali-aggregate reaction of the ash-mixed concrete was investigated. This confirmed the availability of ash for this purpose.In order to extend the life of farm pond concrete walls, it is necessary to ensure that no cracks form as a result of temperature stresses created by the heat generated in the cement during setting and hardening. A three-dimensional heat conduction problem in a Cartesian coordinate system was solved using the finite element method for predicting the temperature distribution in farm pond concrete walls. The maximum temperature and internal concrete temperature difference predicted by the three-dimensional finite element model using normal Portland cement and a steel form are 39゚C and 29゚C respectively.In order to reduce the difference between the maximum temperature and internal concrete temperature, Portland blast-furnace cement B, an admixture for reducing the water content and a plywood form may be used. The maximum temperature and internal concrete temperature difference predicted by this model are 36゚C and 25゚C, respectively. This three-dimensional model should be useful for predicting concrete wall temperatures, thus facilitating the study of planning systems.
期刊论文(13)
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会议论文
國武 昌人: "ファ-ムポンドコンクリ-ト壁の内部温度シミュレ-ション" 農業土木学会誌. 59. 1149-1155 (1991)
Masato Kunitake:“农场池塘混凝土墙内部温度的模拟”日本农业土木工程学会杂志 59. 1149-1155 (1991)。
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M.Kunitake: "ThreeーDimensional Finite Element Heat Transfer Model of Temperature Distribution in Farm Pond Concrete Walls" Proceedings of the 16th Conference on Our World in Concrete & Structures. 81-85 (1991)
M.Kunitake:“农场池塘混凝土墙温度分布的三维有限元传热模型”第 16 届混凝土与结构世界会议论文集 81-85 (1991)。
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10
    Three Dimensional Analysis of Seepage Through Fill Dam for Irrigation Using the Isoparametric Finite Elements
    • 批准号:
      07660327
    • 项目类别:
      Grant-in-Aid for Scientific Research (C)
    • 资助金额:
      $1.34万
    • 财政年份:
      1995
    • 负责人:
      KUNITAKE Masato
    • 依托单位:
    海外基金