書誌事項
- タイトル別名
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- STRENGTH CORRECTION VALUE OF CONCRETE USING LOW HEAT CEMENT IN TERM OF THE ANTICIPATED MEAN CURING TEMPERATURE
- テイハツネツケイ セメント オ モチイタ コンクリート ノ ヘイキン ヨウジョウ オンド ニ ヨル キョウド ホセイチ
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抄録
The correction values of concrete strength in term of the anticipated mean outdoor air temperature or mean curing temperature of concrete using low-heat cement, such as portland fly-ash cement, moderate-heat cement portland cement are investigated based on the results of experiment. The relation between maturity ana development of concrete strength in various temperature condition i.e., constant temperature, job site temperature following temperature in structure could be represented by a polygon consisted with three line and the age for proportioning strength of concrete could be established within 91 days, because the second polygon line and the third polygon lone intersect at about 3000D゜D. The standard value of correction value of concrete strength when the age for proportioning strength of concrete is m days, and the age for quality control of the strength of concrete in structure is n days are presented as table-2.
収録刊行物
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- 日本建築学会構造系論文集
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日本建築学会構造系論文集 65 (535), 7-12, 2000
日本建築学会
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詳細情報 詳細情報について
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- CRID
- 1390282680614709504
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- NII論文ID
- 110004091181
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL書誌ID
- 5494637
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可
