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Fundamental Study on the Method of Mixing Concrete Under Reduced Pressure

Research Project

Project/Area Number 62460152
Research Category

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

Allocation TypeSingle-year Grants
Research Field コンクリート工学・土木材料・施工
Research InstitutionUniversity of Tsukuba

Principal Investigator

YAMAMOTO Yasuhiko  University of Tsukuba Institute of Engineering Mechanics Associate Professor, 構造工学系, 助教授 (40061220)

Project Period (FY) 1987 – 1989
Project Status Completed (Fiscal Year 1989)
Budget Amount *help
¥7,100,000 (Direct Cost: ¥7,100,000)
Fiscal Year 1989: ¥400,000 (Direct Cost: ¥400,000)
Fiscal Year 1988: ¥800,000 (Direct Cost: ¥800,000)
Fiscal Year 1987: ¥5,900,000 (Direct Cost: ¥5,900,000)
KeywordsAE concrete / Boyle's law / Freeze-thaw resistance / Mixing / Reduced pressure / Slump / Strength / Water loss / コンクリート / 空気量 / 減圧練り混ぜ / 連行空気 / 流動性 / 配合
Research Abstract

Basic problems related to the new method of mixing concrete under a reduced pressure (MURP method) and properties of mortar and concrete produced by the method were studied, expecting that air-entrained concrete of high strength and high freeze-thaw durability may be produced if air bubbles in fresh concrete behave In accordance with the Boyle's law.
The followings are main findings or conclusions.
1. The rate of water loss from mixing materials under water vapor pressure is dependent mainly on the capacity of evacuating system. However, even when evacuated to such a low pressure, the total amount of water lost through the use of ordinary vacuum pumps during the required evacuating time and mixing time is negligible compared with the water content in actual mortar or concrete mixes, and the temperature of the mixes is not altered.
2. When cement paste, mortar or concrete is mixed by MURP method keeping the dosage of AE agent constant, nearly the same amount of air as that by ordinary mixing method is entrained, and the entrained air behaves in a similar way as can be expected by Boyle's law. However, in the cases of mortar and concrete, the expected effects are impaired after their exposure to the atmospheric conditions, due to the intrusion of air into the mixtures from their surroundings during their discharging from mixer and/or agitation.
This undesirable phenomenon becomes prominent as the content of aggregate is increased.
As the result, the expected effects through the use of MURP method are reduced to nearly a half in the case of mortar, and to negligible extent in the case of concrete.
3. Concrete produced by MURP method has characteristics of low losses of air and slump with time. Its air loss under vibration is also lower compared with ordinary concrete.

Report

(4 results)
  • 1989 Annual Research Report   Final Research Report Summary
  • 1988 Annual Research Report
  • 1987 Annual Research Report
  • Research Products

    (7 results)

All Other

All Publications (7 results)

  • [Publications] 長合友造: "減圧練りまぜ法の適用性に関する基礎研究" コンクリ-ト工学年次論文報告集(JCI). 11. 689-694 (1989)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1989 Final Research Report Summary
  • [Publications] 近松竜一: "高炉スラグ微粉末を用いたコンクリ-トの耐凍害性" コンクリ-ト工学年次論文報告集(JCI). 11. 355-360 (1989)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1989 Final Research Report Summary
  • [Publications] T. Chouai and Y. Yamamoto: "Fundamental Study on the Applicability of Method of Mixing Under Reduced Pressure." Proc. of the Japan Concrete Institute, Vol. 11 pp. 689-694, 1989.

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1989 Final Research Report Summary
  • [Publications] R. Chikamatu, Y. Yamamoto and T. Chouai: "Freeze-Thaw Resistance of Concrete Incorporating Ground Granulated Blast-Furnace Slag." Proc. of the Japan Concrete Institute, Vol. 11 pp. 55-360, 1989.

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1989 Final Research Report Summary
  • [Publications] 長合友造: "減圧練りまぜ法の適用性に関する基礎研究" コンクリ-ト工学年次論文報告集(JCI). 11. 689-694 (1989)

    • Related Report
      1989 Annual Research Report
  • [Publications] 近松竜一: "高炉スラグ微粉末を用いたコンクリ-トの耐凍害性" コンクリ-ト工学年次論文報告集(JCI). 11. 355-360 (1989)

    • Related Report
      1989 Annual Research Report
  • [Publications] 長谷友造、山本泰彦: コンクリート工学年次論文報告集. 11. (6 ) (1989)

    • Related Report
      1988 Annual Research Report

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Published: 1987-04-01   Modified: 2016-04-21  

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