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1992 Fiscal Year Final Research Report Summary

Development of a new wonder frame constriction by applying posts and beams with follow core

Research Project

Project/Area Number 02556020
Research Category

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

Allocation TypeSingle-year Grants
Research Field 林産学
Research InstitutionThe University of Tokyo

Principal Investigator

OKUMA Motoaki  Univ. of Tokyo, Fac. of Agr., Professor, 農学部, 教授 (80011906)

Co-Investigator(Kenkyū-buntansha) FURUSAWA Shin  Ichijo Construction Co. Researc, 研究員
HIRANO Shigeru  Ichijo Construction Co. Researc, 主任研究員
NAKAMURA Noboru  Univ. of Tokyo, Fac. of Agr. Instructor, 農学部, 助手 (30180384)
SHIDA Satoshi  Univ. of Tokyo, Fac. of Agr. Instructor, 農学部, 助手 (00201541)
Project Period (FY) 1990 – 1992
KeywordsGlue-lam / LVL / Axial bolt / Hollowed post / Finger joint / Long span beam / Bearing wall
Research Abstract

Studies were divided into following two subjects.
I. Shearing properties of wall frameworks composed of LVL posts with hollow cores Shearing tests of wall frameworks fixed with long bolts were conducted.
Experimental results are summarized as follows:
* The rising of the post where the lateral load was applied and sinking of the opposite side was so small that the rotation of the wall was almost equal to zero.
* When a post was subjected to lateral loading, the post remained straight and did not bend. Consequently, the post resistance to the lateral load may have been due to the partial compression strength generated at the bottom of the post towards the horizontally attached sill and girder. For this reason, the shearing strength was smaller than expected.
II. End jointing of glue-lam beam and bending properties of the jointed beams. Larch glue-lams with two or four holes longitudinaly on the cross section were end jointed by finger jointing and fastened with long bolts. These end jointed beams were tested by four points bending. The MOE was shown to be increased by the moment at the both ends of the beam which generated by the tensile stress of the bolts. Also, the MOR of the jointed beam increased. After the failure of finger jointing, the beam still keeps a load bearing capacity to a certain extent on account of the existence of bolts. This system is recognized to be safe and very reliable.

  • Research Products

    (4 results)

All Other

All Publications (4 results)

  • [Publications] 佐久間 博文: "軸ボトル併用フィンガージョイントによって縦継ぎされた集成材の曲げ性能" 木材工業. 47. 465-468 (1992)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 大熊 幹章: "軸ボトルを用いた大断面集成材梁の製造と曲げ性能" 日本建築学会大学会術講演検概集. 473-477 (1990)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] H.Sakuma and M.Okuma: "Bending Properties of Glued Laminated Beam, End Jointed by finger Jointing and axial Bolts" Wood Industry. 47-10. 465-468 (1992)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] M.Okuma: "Manufacturing and Bending Properties of Glued Laminated Beam Constructed with Axial Bolts." Technical Papers of Annual Meeting, Architectural Institute of Japan 1990. 473-474 (1990)

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

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Published: 1994-03-24   Modified: 2018-02-02  

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