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2000 Fiscal Year Final Research Report Summary

Study on the chemical prestressed shin panel with high expansive concrete

Research Project

Project/Area Number 10650451
Research Category

Grant-in-Aid for Scientific Research (C)

Allocation TypeSingle-year Grants
Section一般
Research Field 土木材料・力学一般
Research InstitutionKyushu Institute of Technology

Principal Investigator

YAMASAKI Takehiro  Kyushu Institute of Tech., Dept.of Engineering, Professor, 工学部, 教授 (10098783)

Co-Investigator(Kenkyū-buntansha) WATANABE Akira  Kyushu Kyoritsu University, Dept.of Engineering, Professor, 工学部, 教授 (90039066)
HARADA Tetsuo  Nagasaki University, Dept.of Engineering, Professor, 工学部, 教授 (50136636)
IDEMITSU Takashi  Kyushu Institute of Tech., Dept.of Engineering, Professor, 工学部, 教授 (30039078)
SOEDA Masashi  Fukuoka University, Dept.of Engineering, Lecturer, 工学部, 講師 (50148871)
Project Period (FY) 1998 – 2000
KeywordsExpansive Concrete / Calcium Type / Prestressed Concrete / Permanent Form / Pre cast Panel / CFRP
Research Abstract

The method of construction which uses the permanent form instead of an wood form and supports have begun to spread from the viewpoint of construction's safety, the quickness, making noiseless, and the environment measure in building, the forest environment protection at the earth scale and so on.
The permanent form which uses a form just as it is as the body of concrete has high proof stress compared with the wood form, and makes the construction work possible without separation of the form from the concrete after casting.
When making an permanent form from concrete, it is desirable to introduce a prestress from the viewpoint of the crack prevention due to the self shrinkage and the dry shrinkage or the reduction of weight of the member's cross section.
For its purpose, the introduction of uniform prestress becomes important so as not to causes a deflection, using the carbon fiber meshes which is not rust even if it is thin cover.
Making the PC panel by 2 directions prestress, a lot of CFRP tendons must be fixed by special pre tensioning method. To use such tensioning equipment, the advanced tensioning management became necessary, it examined the application of chemical prestressed concrete (CPC) which doesn't need the fixing equipment of the CFRP tendon in this study.
When using a tendons with low elasticity coefficient, to make an effective pre stress big, it is necessary to tense in the CFRP tendons beyond 700 μ of strain which is prescribed with the concrete specification of JSCE.
It examined experimentally from the aspect of durable-ness improvement by the material composition, the expansion mechanism, the expansion pressure, the mix proportion, the curing method, the degree of the restriction, and the polymer mixing about the pre stress introduction characteristic by CPC under such high expansion.

  • Research Products

    (12 results)

All Other

All Publications (12 results)

  • [Publications] 内大久保清一,出光隆,山崎竹博: "ポリマー膨張コンクリート簿板の配合と導入プレストレスに関する研究,"コンクリート工学年次論文報告集,. Vol.23(投稿中). (2001)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 山崎竹博,出光隆,渡辺明: "CPC薄板のプレストレス導入に及ぼす養生温度の影響に関する研究"プレストレストコンクリート技術協会第9回シンポジウム論文集,. Vol.9. 745-750 (1999)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 高崎憲太郎,出光隆,山崎竹博,羽上田裕章: "膨張モルタルを併用した鋼管拡幅継手工法の開発に関する研究"コンクリート工学年次論文報告集. Vol.21 No.3. 307-317 (1999)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 山崎竹博,出光隆,小嶺啓蔵: "高膨張コンクリートの配合および養生条件と物理的特性"プレストレストコンクリート技術協会第8回シンポジウム論文集. Vol.8. 527-532 (1998)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 山崎竹博,出光隆,渡辺明,蔵重勲: "膨張モルタル注入式耐圧性鋼管継手工法の開発に関する研究"コンクリート工学年次論文報告集. Vol.20 No.3. 217-222 (1998)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 山崎竹博,出光隆,渡辺明,鶴田健: "高膨張コンクリートの膨張量とケミカルプレストレスの導入性状に関する研究"プレストレストコンクリート技術協会第7回シンポジウム論文集. Vol.7. 91-96 (1997)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] S.Uchiohkubo, T.Idemitsu and T.Yamasaki: "Studies on the mix proportion and Introducing Prestress of the polymer Expansive Concrete"Proceedings of the Japan Concrete Institute. Vol.22(on contribution). (2001)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] T.Yamasaki, T.Idemitsu, A.Watanabe: "The Study on the Influence of Curing Temperature to the Introduction of Prestress in CPC Panel."Proceedings of the 9^<th> Symposium on Developments in prestressed Concrete. Vol.10. 745-750 (1999)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] K.Takasaki, T.Idemitsu, T.Yamasaki, H.Hajota: "Waterproof Lapped Splice of Steel Pipe by Swelling Method and Expansive Mortar"Proceedings of the Japan Concrete Institute. Vol.22(on contribution). (1999)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] T.Yamasaki, T.Idemitsu: "Mechanical Properties of High Expansive Concrete Under Various Mix Proportions and Curing Conditions at the Early Age."Proceedings of the 8^<th> Symposium on Developments in prestressed Concrete. Vol.8. 52-532 (1998)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] T.Yamasaki, T.Idemitsu, A.Watanabe, I.Kurashige: "Water-proofing Jointing Method of Steel Pipe by the Injection of Expansive Mortar"Proceedings of the Japan Concrete Institute. Vol.20. 217-222 (1998)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] T.Yamasaki, T.Idemitsu, A.Watanabe, K.Tsuruta: "Studies on the Property of Chemical Prestressing into Thin Concrete Panel by Using High Expansive Concrete"Proceedings of the 7^<th> Symposium on Developments in prestressed Concrete. Vol.7. 91-96 (1997)

    • Description
      「研究成果報告書概要(欧文)」より

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Published: 2002-03-26   Modified: 2021-12-08  

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