JP2014088764A5 - - Google Patents

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Publication number
JP2014088764A5
JP2014088764A5 JP2014003028A JP2014003028A JP2014088764A5 JP 2014088764 A5 JP2014088764 A5 JP 2014088764A5 JP 2014003028 A JP2014003028 A JP 2014003028A JP 2014003028 A JP2014003028 A JP 2014003028A JP 2014088764 A5 JP2014088764 A5 JP 2014088764A5
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JP
Japan
Prior art keywords
steel material
composite structure
steel
central portion
boundary plate
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Pending
Application number
JP2014003028A
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Japanese (ja)
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JP2014088764A (en
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Publication date
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Priority to JP2014003028A priority Critical patent/JP2014088764A/en
Priority claimed from JP2014003028A external-priority patent/JP2014088764A/en
Publication of JP2014088764A publication Critical patent/JP2014088764A/en
Publication of JP2014088764A5 publication Critical patent/JP2014088764A5/ja
Pending legal-status Critical Current

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Description

ここで、前記主筋は前記境界プレートを貫通して先端が前記中央部側に突出するとともに、前記境界プレートを挟んだ前記中央部側と前記材端部側にそれぞれ装着される2つのナットによって前記境界プレートを挟持することで、前記主筋の先端の固定が行なわれる構成とする。 Here, the main bar penetrates the boundary plate and the tip protrudes toward the central portion side, and two nuts attached to the central portion side and the material end portion side with the boundary plate interposed therebetween, respectively. by sandwiching the boundary plates, it shall be the structure in which fixation of a distal end of the main reinforcement is performed.

Claims (6)

鉄骨構造の中央部と鉄筋コンクリート構造の材端部とによって長尺状に形成される複合構造体であって、
前記中央部を形成するとともに前記材端部に一部が埋設される鋼材と、
前記中央部と前記材端部との境界に配置されるとともに前記鋼材の外周を囲繞するように前記鋼材に溶接される境界プレートと、
前記材端部に前記鋼材と略平行に配置されるとともに前記境界プレートに先端が固定される主筋と、
前記鋼材及び前記主筋を囲むように軸方向に間隔を置いて複数配置されるせん断補強筋と、
前記材端部に充填されるコンクリートとを備え
前記主筋は前記境界プレートを貫通して先端が前記中央部側に突出するとともに、前記境界プレートを挟んだ前記中央部側と前記材端部側にそれぞれ装着される2つのナットによって前記境界プレートを挟持することで、前記主筋の先端の固定が行なわれることを特徴とする複合構造体。
A composite structure formed in a long shape by a central portion of a steel structure and a material end portion of a reinforced concrete structure,
A steel material that forms the central portion and is partially embedded in the material end; and
A boundary plate that is disposed at the boundary between the central portion and the material end and is welded to the steel material so as to surround the outer periphery of the steel material;
A main bar whose tip is fixed to the boundary plate and arranged substantially parallel to the steel material at the material end;
A plurality of shear reinforcement bars arranged at intervals in the axial direction so as to surround the steel material and the main reinforcement;
Comprising concrete filled at the end of the material ,
The main bar penetrates the boundary plate, and the tip protrudes toward the central portion side, and the boundary plate is formed by two nuts respectively attached to the central portion side and the material end portion side of the boundary plate. The composite structure is characterized in that the tip of the main muscle is fixed by pinching .
前記鋼材の終端は前記材端部内に配置されるとともに、前記鋼材の終端付近に集中補強筋が配置されることを特徴とする請求項1に記載の複合構造体。 The composite structure of claim 1 end of the steel material, characterized in that while being disposed in the material end portion, concentrated reinforcement is disposed near the end of the steel. 前記鋼材の終端に、前記材端部に接合させる部材の内部に埋設されるアンカー部材を取り付けたことを特徴とする請求項に記載の複合構造体。 The composite structure according to claim 2 , wherein an anchor member embedded in a member to be joined to the end portion of the material is attached to the end of the steel material. 前記鋼材の終端が、前記材端部に接合させる部材の内部に埋設されることを特徴とする請求項1に記載の複合構造体。 The composite structure of claim 1 in which the end of the steel material, characterized in that it is embedded in the member to be bonded to the material ends. 前記鋼材は一対の平行なフランジがウエブによって連結された部材であるとともに、前記主筋は前記フランジの内側と外側の両方に配置されることを特徴とする請求項1乃至のいずれか一項に記載の複合構造体。 Together with the steel material is a member in which a pair of parallel flanges connected by a web, said main reinforcement is in any one of claims 1 to 4, characterized in that it is arranged both inside and outside of the flange The composite structure described. 請求項1乃至のいずれか一項に記載の複合構造体の前記材端部を、鉄筋コンクリート構造の部材に接合させたことを特徴とする建築物。 A building characterized in that the end portion of the composite structure according to any one of claims 1 to 5 is joined to a member of a reinforced concrete structure.
JP2014003028A 2014-01-10 2014-01-10 Composite structure and construction Pending JP2014088764A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2014003028A JP2014088764A (en) 2014-01-10 2014-01-10 Composite structure and construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2014003028A JP2014088764A (en) 2014-01-10 2014-01-10 Composite structure and construction

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP2011287409A Division JP5597184B2 (en) 2011-12-28 2011-12-28 Composite structures and buildings

Publications (2)

Publication Number Publication Date
JP2014088764A JP2014088764A (en) 2014-05-15
JP2014088764A5 true JP2014088764A5 (en) 2014-07-10

Family

ID=50790856

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2014003028A Pending JP2014088764A (en) 2014-01-10 2014-01-10 Composite structure and construction

Country Status (1)

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JP (1) JP2014088764A (en)

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02144433A (en) * 1988-11-28 1990-06-04 Mitsubishi Kensetsu Kk Constructing connection for column-girder
JP2699112B2 (en) * 1989-07-21 1998-01-19 株式会社竹中工務店 Precast composite beams
JP2535722B2 (en) * 1993-06-24 1996-09-18 戸田建設株式会社 Reinforcement concrete column and steel beam connection structure and building construction method
JP2545626Y2 (en) * 1993-06-30 1997-08-25 戸田建設株式会社 PC beam
JP3327184B2 (en) * 1997-10-09 2002-09-24 鹿島建設株式会社 Column-to-beam joints between steel pipe structure or filled steel pipe concrete structure column and SRC structure beam
JP2000303558A (en) * 1999-04-22 2000-10-31 Penta Ocean Constr Co Ltd Column and beam joint structure

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