JP2009138480A5 - - Google Patents

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Publication number
JP2009138480A5
JP2009138480A5 JP2007317926A JP2007317926A JP2009138480A5 JP 2009138480 A5 JP2009138480 A5 JP 2009138480A5 JP 2007317926 A JP2007317926 A JP 2007317926A JP 2007317926 A JP2007317926 A JP 2007317926A JP 2009138480 A5 JP2009138480 A5 JP 2009138480A5
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Japan
Prior art keywords
flat plate
tubular
shear
frame
yielding
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JP2007317926A
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Japanese (ja)
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JP4883639B2 (en
JP2009138480A (en
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Priority to JP2007317926A priority Critical patent/JP4883639B2/en
Priority claimed from JP2007317926A external-priority patent/JP4883639B2/en
Publication of JP2009138480A publication Critical patent/JP2009138480A/en
Publication of JP2009138480A5 publication Critical patent/JP2009138480A5/ja
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Publication of JP4883639B2 publication Critical patent/JP4883639B2/en
Expired - Fee Related legal-status Critical Current
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Claims (4)

主に平板面内にせん断力を受ける略矩形管状体平板として、その周囲四辺に充実乃至管状矩形断面部材が構成する額縁状の枠組みを設け且つ周辺部枠組み内部に枠材と同厚の充実乃至管状矩形断面部材を両側枠組みの一方と平行に一本乃至複数本を層状に配して構造的直交異方性体とし、更に前記構造体の表裏両面に金属平板を添接して管状体平板とするもので、管状体として平板の捩り剛性を大幅に高くし表裏金属平板で決まるせん断降伏荷重を確保するとともに降伏後のせん断耐力の維持を図るせん断耐震パネルの補強構造。   As a substantially rectangular tubular flat plate that receives shearing force mainly in the flat plate surface, a frame-shaped frame consisting of solid or tubular rectangular cross-section members is provided on its four sides, and the same thickness as the frame material is provided inside the peripheral frame One or more tubular rectangular cross-section members are arranged in layers in parallel with one of the two side frames to form a structural orthogonal anisotropy body, and a metal flat plate is attached to both the front and back surfaces of the structural body to form a tubular flat plate As a tubular body, a reinforcement structure for a shear seismic panel that significantly increases the torsional rigidity of the flat plate to ensure the shear yield load determined by the front and back metal plates and to maintain the shear strength after the yield. 主に平板面内にせん断力を受ける長方形管状体平板として、周辺部枠組み内部に枠材と同厚の充実乃至管状矩形断面部材を長手両側枠組みと平行に一本乃至複数本を層状に配して構造的直交異方性体とするものの、前記部材の長手方向中間部を分断し充実乃至管状矩形断面部材を直交して配し、更に前記構造体の表裏両面に金属平板を添接して管状体平板とするもので、前記平板の面外曲げ変形を低く抑え表裏金属平板で決まるせん断降伏荷重を確保するとともに降伏後のせん断耐力の維持を図るせん断耐震パネルの補強構造。   As a rectangular tubular plate that receives shear force mainly in the flat plate surface, a solid or tubular rectangular cross-section member of the same thickness as the frame material is placed inside the peripheral frame in one or more layers in parallel with the long side frames. Although the structure has a structurally orthotropic structure, the longitudinal intermediate portion of the member is divided and solid or tubular rectangular cross-section members are arranged orthogonally, and metal plates are attached to both the front and back surfaces of the structure to form a tubular shape. A reinforcing structure for a shear seismic panel, which is a body flat plate, which suppresses out-of-plane bending deformation of the flat plate and secures a shear yield load determined by the front and back metal flat plates and maintains the shear strength after yielding. 主に平板面内にせん断力を受ける略矩形管状体平板として、管状体平板を構成する周囲四辺に充実乃至管状矩形断面部材を配した額縁状の枠組みは管状体平板の捩り剛性を高くするとともにせん断降伏後の表裏金属平板に生ずる斜張力との釣合いに於いて耐力を維持し、せん断降伏直後の耐力低化を防ぎ更にせん断変形の成長にもせん断耐力を落とすことなく降伏後のせん断耐力の維持を図る、周辺部枠材の幅は管状体平板の幅に対し3%〜15%とする請求項1,請求項2の何れかに記載のせん断耐震パネルの補強構造。   As a substantially rectangular tubular flat plate that receives a shearing force mainly in the flat plate surface, a frame-shaped frame with solid or tubular rectangular cross-section members arranged on the four sides surrounding the tubular flat plate increases the torsional rigidity of the tubular flat plate. Maintains the yield strength in balance with the oblique tension generated on the front and back metal plates after shear yielding, prevents the yield strength from decreasing immediately after shear yielding, and further reduces the shear strength after yielding without reducing the shear strength in the growth of shear deformation. The reinforcing structure for a shear seismic panel according to any one of claims 1 and 2, wherein the width of the peripheral frame material to be maintained is 3% to 15% with respect to the width of the tubular flat plate. 主に平板面内にせん断力を受ける略矩形管状体平板として、周囲四辺の枠材及び枠組内側に層状に配される部材の表裏両面に金属平板を添接して管状体平板を構成するものの、周囲枠材及び枠組内側の前記部材に添うように表裏金属平板の片側乃至両側外面に必要に応じ帯状矩形平板乃至突出フランジのある帯状矩形平板を添接して補強し、降伏後に拡大成長する平板面外への曲げ変形を低く抑え正負交番に繰り返される荷重に対し安定した履歴性状とする請求項1,請求項2の何れかに記載のせん断耐震パネルの補強構造。   As a substantially rectangular tubular flat plate that mainly receives shearing force in the flat plate surface, a metal flat plate is attached to both front and back surfaces of the frame material of the surrounding four sides and the members arranged in layers inside the frame, and the tubular flat plate is configured. A flat plate surface which expands and grows after yielding by reinforcing a belt-like rectangular plate or a belt-like rectangular plate with protruding flanges on one or both outer surfaces of the front and back metal plates as necessary so as to follow the surrounding frame material and the members inside the frame. The reinforcing structure for a shear earthquake-resistant panel according to any one of claims 1 and 2, wherein the bending deformation to the outside is suppressed to be low and the hysteresis property is stable with respect to a load repeated alternately in positive and negative directions.
JP2007317926A 2007-12-10 2007-12-10 Reinforcement structure of tubular metal flat plate Expired - Fee Related JP4883639B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2007317926A JP4883639B2 (en) 2007-12-10 2007-12-10 Reinforcement structure of tubular metal flat plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2007317926A JP4883639B2 (en) 2007-12-10 2007-12-10 Reinforcement structure of tubular metal flat plate

Publications (3)

Publication Number Publication Date
JP2009138480A JP2009138480A (en) 2009-06-25
JP2009138480A5 true JP2009138480A5 (en) 2011-08-04
JP4883639B2 JP4883639B2 (en) 2012-02-22

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Family Applications (1)

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JP2007317926A Expired - Fee Related JP4883639B2 (en) 2007-12-10 2007-12-10 Reinforcement structure of tubular metal flat plate

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JP (1) JP4883639B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4688234B1 (en) 2010-03-16 2011-05-25 株式会社 構造材料研究会 Rectangular metal plate square tube reinforcement structure
JP5098034B2 (en) * 2011-05-09 2012-12-12 株式会社 構造材料研究会 Plane stiffening structure of rectangular metal plate
CN110425411B (en) * 2019-07-31 2024-04-02 杭州一丞一木家居有限公司 Bending-resistant plate
KR102370132B1 (en) * 2020-06-04 2022-03-04 국방과학연구소 Method of manufacturing a vibration insulation structure

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2869005B2 (en) * 1994-08-30 1999-03-10 大和ハウス工業株式会社 Manufacturing method of glass fiber reinforced cement wall panel
JP2002294977A (en) * 2001-03-29 2002-10-09 Inax Corp Flat building material, and its execution structure
JP2006342622A (en) * 2005-06-10 2006-12-21 Kozo Zairyo Kenkyukai:Kk Reinforcement structure of flat metal plate
JP2007002416A (en) * 2005-06-21 2007-01-11 Kozo Zairyo Kenkyukai:Kk Reinforcing wall structure of light metal sheet

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