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STUDY ON PREVENTION METHOD FOR THERMAL CRACK OF CONCRETE PLACED IN HOT WEATHER AMBIENCE

Research Project

Project/Area Number 06650636
Research Category

Grant-in-Aid for General Scientific Research (C)

Allocation TypeSingle-year Grants
Research Field Building structures/materials
Research InstitutionKYUSHU UNIVERSITY

Principal Investigator

KOYAMA Tomoyuki  KYUSHU UNIV.FACUL.OF ENG.DEPT.OF ARCHITECTURE LECTURER, 工学部, 講師 (50215430)

Co-Investigator(Kenkyū-buntansha) MATSUFUJI Yasunori  KYUSHU UNIV.FACUL.OF ENG.DEPT.OF ARCHITECTURE PROFESSOR, 工学部, 教授 (20037922)
Project Period (FY) 1994 – 1995
Project Status Completed (Fiscal Year 1995)
Budget Amount *help
¥2,000,000 (Direct Cost: ¥2,000,000)
Fiscal Year 1995: ¥600,000 (Direct Cost: ¥600,000)
Fiscal Year 1994: ¥1,400,000 (Direct Cost: ¥1,400,000)
KeywordsCONCRETE / HOT WEATHER AMBIENCE / THERMAL CRACK / TEMPERATURE / WATER VAPORIZATION / COEFFICIENT OF THERMAL EXPANSION / TENCILE CAPACITY / AUTOGENOUS SHRINKAGE / 温度分布 / 脱水量 / 若材令
Research Abstract

In this study, prevention method for early age crack at surface layr of concrete slab placed in hot weather ambience was discussed by experiment and numerical analysis on properties of temperature and water vaporization.
At first, as basic experiment of thermal crack, time-dependent change of temperature distribution and water vaporization at mortar specimens were measured from immediately after placing toward twenty four hours, and effect of outer conditions (ambient temperature, ambient humidity, wind, solar radiation) and inner conditons (materials, mix proportion) were quantitatively discussed.
Next, flow chart for prevent thermal crack was shown. Further, analysis method of thermal strain used in flow chart, estimation method of water vaporizing rate used in analysis were shown, coefficient of thermal expansion of specimens at young age to calculate thermal strain at surface layr from temperature distribution, and tensile capacity as border line of crack occurence were measurd.
Using these results, tensile strain at surface layr of slab specimens due to temperature distribution was analyzed, and it was clarified that tensile strain bacame maximum at the same time when tensile capasity became minimum. So it was obvious that crack due to temperature difference between outermost and central layrs was most liable to occur at above mentioned period. And effect of outer conditons and inner conditions were quantitatively clarified.
At the end, effect of curing as prevention of thermal crack was discussed. Immediately after starting of curing, tensile strain at surface layr bacame smaller. In the other words, it was cirtificated that curing was very effective to prevent thermal crack. And it was clarified that starting time of curing was important, and it must be started before the period when tensile capasity became minimum.

Report

(3 results)
  • 1995 Annual Research Report   Final Research Report Summary
  • 1994 Annual Research Report
  • Research Products

    (12 results)

All Other

All Publications (12 results)

  • [Publications] 小山 智幸: "暑中環境下で打設されるモルタン試験体の初機材令における脱水量解析" 日本建築学会研究報告 九州支部. 第35号1. 33-36 (1995)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] 西 誠二: "練り混ぜ後24時間までのモルタル収縮率及び引張り限界ひずみの測定" 日本建築学会研究報告 九州支部. 第35号1. 37-40 (1995)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] 小山 智幸: "暑中環境下で打設されるモルタル試験体の初期材令における脱水量解析-外気温度及び温度の影響-" 日本建築学会大会学術講演梗概集. A-1. 1139-1140 (1995)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] 宮崎 大輔: "暑中環境下で打設されるモルタル試験体の打設後24時間までの自己収縮測定" 日本建築学会大会学術講演梗概集. A-1. 1141-1142 (1995)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] TOMOYUKI KOYAMA et al.: "Analysis of vaporizing rate from young age mortar specimens placed in hot weather ambience" SUMMARIES OF TECHNICAL PAPERS OF KYUSHU BRANCH ARCHITECTURAL INSTITUTE OF JAPAN. No.35-1. 33-36 (1995)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] SEIJI Niahi et al.: "Time dependence of shrinkage rate and tensile capacity from fresh to green mortar" SUMMARIES OF TECHNICAL PAPERS OF KYUSHU BRANCH ARCHITECTURAL INSTITUTE OF JAPAN. No.35-1. 37-40 (1995)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] TOMOYUKI KOYAMA et al.: "ANALYSIS OF VAPORIZING RATE FROM YOUNG AGE MORTAR SPECIMENS PLACED IN HOT WEATHER AMBIENCE" SUMMARIES OF TECHNICAL PAPERS OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN. A-1. 1139-1140 (1995)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] DAISUKE MIYAZAKI et al.: "AUTOGENOUS SHRINKAGE FROM FRESH TO GREEN MORTAR PLACED IN HOT WEATHER AMBIENCE" SUMMARIES OF TECHNICAL PAPERS OF ANNUAL MEETINNG ARCHITECTURAL INSTITUTE OF JAPAN. A-1. 1141-1142 (1995)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] 小山 智幸: "暑中環境下で打設されるモルタル試験体の初期材令における脱水量解析 -外気温度及び温度の影響-" 日本建築学会大会学術講演梗概集. A-1. 1139-1140 (1995)

    • Related Report
      1995 Annual Research Report
  • [Publications] 宮崎 大輔: "暑中環境下で打設されるモルタル試験体の打設後24時間までの自己収縮測定" 日本建築学会大会学術講演梗概集. A-1. 1141-1142 (1995)

    • Related Report
      1995 Annual Research Report
  • [Publications] 小山 智幸: "暑中環境下で打設されるモルタル試験体の初期材令における脱水量解析" 日本建築学会研究報告 九州支部. 第35号1. 33-36 (1995)

    • Related Report
      1994 Annual Research Report
  • [Publications] 西 誠二: "練り混ぜ後24時間までのモルタルの収縮率及び引張り限界ひずみの測定" 日本建築学会研究報告 九州支部. 第35号1. 37-40 (1995)

    • Related Report
      1994 Annual Research Report

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Published: 1994-04-01   Modified: 2016-04-21  

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