EXPERIMENTAL STUDY ON WORKABILITY AND STRENGTH DEVELOPMENT IN RC COLUMNS OF 150MPa HIGH STRENGTH CONCRETE(Materials and Construction)
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- JINNAI Hiroshi
- Building Engineering Research Institute, Technology Center, Taisei Corporation
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- KUROIWA Shusuke
- Building Engineering Research Institute, Technology Center, Taisei Corporation
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- HAYAKAWA Mitsutake
- Building Engineering Research Institute, Technology Center, Taisei Corporation
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- NAMIKI Satoru
- Building Engineering Research Institute, Technology Center, Taisei Corporation
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- IIJIMA Masato
- Building Construction Division, Taisei Corporation
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- HARA Takafumi
- Design and Proposal Division, Taisei Corporation
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- ODAGIRI Chiaki
- Design and Proposal Division, Taisei Corporation
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- INOUE Yoshitaka
- Tokyo Branch, Taisei Corporation
Bibliographic Information
- Other Title
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- 設計基準強度150N/mm^2クラスの高強度コンクリートによる実大RC柱の施工性と構造体強度発現性状の検討(材料施工)
- 設計基準強度150N/mm[2]クラスの高強度コンクリートによる実大RC柱の施工性と構造体強度発現性状の検討
- セッケイ キジュン キョウド 150N mm2 クラス ノ コウキョウド コンクリート ニ ヨル ジツダイ RCチュウ ノ セコウセイ ト コウゾウタイ キョウド ハツゲン セイジョウ ノ ケントウ
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Description
The workability of high strength concrete with specified design strength of 150MPa and its strength development in RC columns were investigated, and the following results were obtained. (1) Strength in structure of columns placed in both summer and winter were more than 170MPa (2) The strength at the outer part in the columns placed in winter was similar to that of the center of the same columns. (3) The strength development of core specimens of the upper part of the RC column was similar to that of the lower part of the same column, and no segregation of the course aggregate was seen.
Journal
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- AIJ Journal of Technology and Design
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AIJ Journal of Technology and Design 9 (17), 1-5, 2003
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390282680151386112
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- NII Article ID
- 110006347913
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- NII Book ID
- AN10531441
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- ISSN
- 18818188
- 13419463
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- NDL BIB ID
- 9550139
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed