| Project/Area Number |
03650395
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| Research Category |
Grant-in-Aid for General Scientific Research (C)
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| Allocation Type | Single-year Grants |
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| Research Field |
コンクリート工学・土木材料・施工
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| Research Institution | Hachinohe Institute of Technology |
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Principal Investigator |
SHOYA Masami Professor, Faculty of Engineering, Hachinohe Institute of Technology, 工学部, 教授 (80006684)
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| Co-Investigator(Kenkyū-buntansha) |
TSUKINAGA Yoichi Associate Professor, Faculty of Engineering, Hachinohe Institute of Technology, 工学部, 助教授 (60124898)
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| Project Period (FY) |
1991 – 1992
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| Project Status |
Completed (Fiscal Year 1992)
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| Budget Amount *help |
¥1,800,000 (Direct Cost: ¥1,800,000)
Fiscal Year 1992: ¥500,000 (Direct Cost: ¥500,000)
Fiscal Year 1991: ¥1,300,000 (Direct Cost: ¥1,300,000)
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| Keywords | Permeable sheet / Surface layer / Making dense / Durability / Water cement ratio / Air void / Pull-off method / Figg's method / 透水シ-ト / Pullーoff法 |
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| Research Abstract |
(1) Test methods estimating the surface denseness of concrete with permeable sheet. Various tests on surface layer concrete are available to estimate the surface denseness of concrete with permeable sheets. The analysis of water cement ratio in fresh state, the pull-off tensile strength and the air void parameters, which are easily measured in every distance from the surface, were superior methods estimating the effects of permeable sheet on discharge of free water and de-airing.
(2) Making dense surface layer and its estimation. A total of three permeable sheets, mainly composed of unwoven fabric were examined to making the dense structure in the surface layer. When using these sheets, the pits on concrete surface decreased and the surface appearance was greatly improved because of the discharge of free water and large air void. Then, the near surface strength also increased by the lowering the water cement rtio. Some cases showed the incomplete de-airing and the variation of the concrete quality mainly due to the degree of consolidation in concrete placement.
(3) Effect of permeable sheet to improve durability of concrete. Using permeable sheets, the freeze-thaw resistance, carbonation and the chloride penetration speed were greatly improved. Depending on the type of permeable sheet and the water cement ratio, the incomplete de-airing might give the possible disadvantage for the concrete performance, and it should be investigated in detail in near future.
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