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METHOD OF MANUFACTURING CONCRETE STRUCTURE, AND CONCRETE CURING SHEET
PROBLEM TO BE SOLVED: To provide a method of manufacturing a concrete structure that can both improve productivity by effective use of in-concrete moisture and maintain the quality of concrete at a sufficiently high level.SOLUTION: There is provided a method of manufacturing a concrete structure that includes a formwork placing process ST10 of placing a formwork 30 for concrete installation, an installing process ST20 of installing concrete with a curing sheet 10 stuck on an inner surface of the formwork 30; a formwork removing process ST30 of removing the formwork 30 after the concrete is installed; and a curing process ST40 of by leaving the curing sheet 10 on a surface of a concrete structure and curing the concrete structure for a predetermined period after the formwork removing process ST30. The curing sheet 10 used in the installing process ST20 has a coefficient of thermal expansion of 100 μ/°C or less.
【課題】コンクリート内水分の有効活用による生産性の向上と、コンクリートの品質を十分に高い水準に維持することを両立可能なコンクリートの製造方法を提供すること。【解決手段】コンクリート打設用の型枠30を設置する型枠設置工程ST10と、型枠30の内面に養生シート10が貼付された状態でコンクリートの打設を行う打設工程ST20と、コンクリートの打設後に型枠30を脱型する脱型工程ST30と、脱型工程ST30の後に、養生シート10をコンクリート構造物の表面に残置させて、コンクリート構造物を所定期間養生する養生工程ST40と、を備え、打設工程ST20で用いられる養生シート10の線膨張係数が100μ/℃以下であるコンクリート構造物の製造方法。【選択図】図9
METHOD OF MANUFACTURING CONCRETE STRUCTURE, AND CONCRETE CURING SHEET
PROBLEM TO BE SOLVED: To provide a method of manufacturing a concrete structure that can both improve productivity by effective use of in-concrete moisture and maintain the quality of concrete at a sufficiently high level.SOLUTION: There is provided a method of manufacturing a concrete structure that includes a formwork placing process ST10 of placing a formwork 30 for concrete installation, an installing process ST20 of installing concrete with a curing sheet 10 stuck on an inner surface of the formwork 30; a formwork removing process ST30 of removing the formwork 30 after the concrete is installed; and a curing process ST40 of by leaving the curing sheet 10 on a surface of a concrete structure and curing the concrete structure for a predetermined period after the formwork removing process ST30. The curing sheet 10 used in the installing process ST20 has a coefficient of thermal expansion of 100 μ/°C or less.
【課題】コンクリート内水分の有効活用による生産性の向上と、コンクリートの品質を十分に高い水準に維持することを両立可能なコンクリートの製造方法を提供すること。【解決手段】コンクリート打設用の型枠30を設置する型枠設置工程ST10と、型枠30の内面に養生シート10が貼付された状態でコンクリートの打設を行う打設工程ST20と、コンクリートの打設後に型枠30を脱型する脱型工程ST30と、脱型工程ST30の後に、養生シート10をコンクリート構造物の表面に残置させて、コンクリート構造物を所定期間養生する養生工程ST40と、を備え、打設工程ST20で用いられる養生シート10の線膨張係数が100μ/℃以下であるコンクリート構造物の製造方法。【選択図】図9
METHOD OF MANUFACTURING CONCRETE STRUCTURE, AND CONCRETE CURING SHEET
コンクリート構造物の製造方法及びコンクリート養生シート
SAKATA NOBORU (author) / NUKUSHINA TATSUYA (author) / WATANABE KENZO (author) / SAKAI GORO (author) / MURATA KAZUYA (author) / KIMURA SAEKA (author) / YANO HIDENOBU (author) / KURIYAMA KEIICHI (author) / MAEZONO HITOSHI (author) / SHIBUYA YOSHINARI (author)
2015-09-28
Patent
Electronic Resource
Japanese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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