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COMPOSITE BEAM STRUCTURE AND ATTACHMENT METHOD THEREOF
To provide a composite beam structure capable of suppressing a beam depth and producing adequate camber amount without affecting excessive shaft stress on a beam.SOLUTION: A composite beam structure according to the present invention includes: a beam attached on a main frame including a girder and a column; and distortion suppression means for suppressing the distortion of the beam in the vertical direction. The distortion suppression means includes a horizontal member provided with height adjustment means, and two oblique members connected to both ends of the horizontal member and having one end connected to one end part of the horizontal member and the other end connected to the main frame, respectively, with pin support, and each of pin support parts positioned at both end parts of the horizontal member is placed so at to penetrate into a lower surface of the beam or a side surface of the beam to support the beam vertically.SELECTED DRAWING: Figure 1
【課題】梁に過大な軸応力を及ぼさず、梁せいを抑え、また適宜なむくり量を与えることが可能な複合型の梁構造を提供する。【解決手段】本発明による複合型の梁構造は、大梁と支柱を含むメインフレームに取り付けられる梁と、梁の鉛直方向の撓みを抑制する撓み抑制手段とを備える複合型の梁構造であって、前記撓み抑制手段は長さ調整手段を備える水平材と、水平材の両端に連結され、一端を水平材の1つの端部、他端を前記メインフレームにそれぞれピン支承で連結される2つの斜材とを含み、前記水平材の両端部に位置するそれぞれのピン支承部は梁の下面又は梁の側面を貫通するように配置されて梁を鉛直方向に支持することを特徴とする。【選択図】図1
COMPOSITE BEAM STRUCTURE AND ATTACHMENT METHOD THEREOF
To provide a composite beam structure capable of suppressing a beam depth and producing adequate camber amount without affecting excessive shaft stress on a beam.SOLUTION: A composite beam structure according to the present invention includes: a beam attached on a main frame including a girder and a column; and distortion suppression means for suppressing the distortion of the beam in the vertical direction. The distortion suppression means includes a horizontal member provided with height adjustment means, and two oblique members connected to both ends of the horizontal member and having one end connected to one end part of the horizontal member and the other end connected to the main frame, respectively, with pin support, and each of pin support parts positioned at both end parts of the horizontal member is placed so at to penetrate into a lower surface of the beam or a side surface of the beam to support the beam vertically.SELECTED DRAWING: Figure 1
【課題】梁に過大な軸応力を及ぼさず、梁せいを抑え、また適宜なむくり量を与えることが可能な複合型の梁構造を提供する。【解決手段】本発明による複合型の梁構造は、大梁と支柱を含むメインフレームに取り付けられる梁と、梁の鉛直方向の撓みを抑制する撓み抑制手段とを備える複合型の梁構造であって、前記撓み抑制手段は長さ調整手段を備える水平材と、水平材の両端に連結され、一端を水平材の1つの端部、他端を前記メインフレームにそれぞれピン支承で連結される2つの斜材とを含み、前記水平材の両端部に位置するそれぞれのピン支承部は梁の下面又は梁の側面を貫通するように配置されて梁を鉛直方向に支持することを特徴とする。【選択図】図1
COMPOSITE BEAM STRUCTURE AND ATTACHMENT METHOD THEREOF
複合型の梁構造及びその取り付け方法
ABE TAKAHIDE (Autor:in) / KAWASE AKIKO (Autor:in) / SATO TAKUMI (Autor:in) / KUBOTA MASAHARU (Autor:in) / MORI KAZUHISA (Autor:in) / SATO YUSUKE (Autor:in)
15.10.2024
Patent
Elektronische Ressource
Japanisch
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