STUDIES ON FROST DAMAGE OF PRECAST CONCRETE USED TO AGRICULTUREL ENGINEERING
STUDIES ON FROST DAMAGE OF PRECAST CONCRETE USED TO AGRICULTUREL ENGINEERING
批准号:
61460215
负责人:
TAKAHASHI Kazuo
金额:
$4.86万
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:
1986
资助国家:
日本
项目状态:
已结题
起止时间:
1986 至 1988
中文摘要
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英文摘要
1. Enen in steamecured concrete, the entrained air provides a large resistance against deteriortion by freezing and thawing. Such a high resistance was also demonstrated even in the sample molded with 2-stage curing a day and a short pre-curing time.2. No conrelation was noted between the compressive strength and durability of concrete. The durability of precast concrete depends completely on the entrained air.3. The bubble area on the surface of precast concrete expands by repetition of freezing and thawing. However, airentrained precast concrete did not collapse even after 300 cycles of freezing and thawing. In contrast, plain concrete collapsed after only 90 cycles.4. The present experiment results indicate that 6.5% is the limit of the entrained air content in an unhardened state of precast concrete.5. A high resistance to freezing and thawing may not always be obtained even in air-entrained concrete that had the air content ot 4.5% in the unhardened state, if the air content was r … More educed by vidration.6. An approximately 50% decrease in the air content during vibration on the vibration table as actually measured in a precast concrete plant occurred after 1 minute of vibration for plain concrete with 2.1% air content, after 2 minutes of vibration for air-entrained concrete with 4.5% air content and after 4 minutes of vibration for air-entrained concrete with 6% air content. With an narrower amplitude of vibration, the rate of the decrease in the air content was reduced to approximately 1/.7. The entrained air content in hardened concrete measured in this experiment ranged from the minimum of 2.5% and maximum of 3.8%.8. The measurement revealed that the mean air void fraction of bubbles was 220mu. Even the sample having the maximum air void fraction of 254mu demonstrated an adequate freezi-resistance.9. The grain size accumulation of bubbles was predominated by air bubbles of the size below 100-200mu. This may suggest that these micro-bubbles have an effect of preventing deterioration of concrete due to frost damage. Less
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高橋和雄: 農業土木学会論文集. 107. 65-71 (1976)
Kazuo Takahashi:日本农业和土木工程师学会会议记录 107. 65-71 (1976)。
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通讯作者:
高橋和雄: 農業土木学会論文集. (1987)
Kazuo Takahashi:日本农业和土木工程师学会会议记录(1987)。
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通讯作者:
TAKAHASHI, Kazuo: "STUDIES ON FREEZING AND THEWING DURABILITY OF PRECAST CONCRETE PRODUCTS. ( II. III. IV. V. VI)" THE JAPANESE SOCIETY OF IRRIGATION, DRATNAGE AND RECLAMATION ENGIEERING.
TAKAHASHI, Kazuo:“预制混凝土产品的冷冻和冻裂耐久性研究。(II.III.IV.V.VI)”日本灌溉、排水和再生工程学会。
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高橋和雄: "現場のための実践コンクリート工学" 農業土木学会, 1-193 (1987)
高桥和夫:“场地实用混凝土工程”日本农业土木工程师学会,1-193 (1987)
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作者:
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通讯作者:
高橋和雄: 農業土木学会論文集. (1989)
Kazuo Takahashi:日本农业和土木工程师学会会议记录(1989)。
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