| Project/Area Number |
04650428
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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 National College of Technology |
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Principal Investigator |
SUGAWARA Takashi Associate Professor, Hachinohe National College of Technology, 土木工学科, 助教授 (10042152)
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| Project Period (FY) |
1992 – 1993
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| Project Status |
Completed (Fiscal Year 1993)
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| Budget Amount *help |
¥2,100,000 (Direct Cost: ¥2,100,000)
Fiscal Year 1993: ¥600,000 (Direct Cost: ¥600,000)
Fiscal Year 1992: ¥1,500,000 (Direct Cost: ¥1,500,000)
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| Keywords | Permeable sheet / Surface coating / Pull-out method / Surface layr strength / Water cement ratio / Air void / Freeze-thaw test / Durability / 透水性シート / 表層部緻密化 / Pull‐out法 / 相対動弾性係数 / 耐久性指数 / 引抜き試験 / 硬化コンクリートの気泡特性 |
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| Research Abstract |
(1) Making dense surface layr and its estimation.
A total of four permeable sheets, mainly composed of high density and span bond fabric of polyester were examined to make tight surface layr of concrete. When using these sheets, the pits on concrete surface deceased and the surface appearance was greatly improved because of discharge of free water and large air void. Then, the rebound number and the surface layr strength also increased by lowering the water cement ratio.
(2) Effect of permeable sheet and surface coating to improve
freeze-thaw resistance of concrete.
Using permeable sheets and surface coating, the freeze-thaw resistance and surface layr strenth were greatly improved. A high relationship between the surface layr strength and relative dynamic modulus of elasticity was found, and the strongest correlation was observed between ratio of surface layr strength to initial value and relative dynamic modulus of elasticity. Therefore, the surface layr pull out strength was found to be an excellent index to evaluate the degree of surface layr of concrete due to frost damage.
From the facts described above, It was found that the surface treatment such as coating and the use of permeable sheet could greatly improve the damage of the surface layr of concrete due to frost action.
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