A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
COLUMN CAPITAL DISPLACEMENT RESTRAINING STRUCTURE OF BUILDING
To provide a column capital displacement restraining structure of a building for reducing damage of a roof frame and a main body frame, by easily and inexpensively restraining pile capital displacement as much as possible to an earthquake horizontal load of assumption or more.SOLUTION: A vertical load from a roof frame 2 is supported by support parts 3 and 3 of a unidirectional roller, lower chord nodes 20, 20, etc. and the support parts 3, 3, etc. of the roof frame 2 opposed to these support parts 3, 3, etc. are connected by a connection member in the inside-outside direction (the roller direction) of a building, an intermediate position of its connection member is joined to tip parts 10a, 10a, etc. of brackets 10, 10, etc. brought out of an upper part of columns 1a, 1a, etc. for supporting the roof frame 2, the connection member is composed of two parts (5a, 5b) by sandwiching the tip part 10a, and both ends of (5a, 5b) respectively become a link mechanism sandwiched by two connection plates 6 of inserting one pin 7 into both end parts.SELECTED DRAWING: Figure 4
【課題】想定以上の地震水平荷重に対して、出来るだけ簡易かつ安価で、柱頭変位を抑制して屋根架構および本体架構の損傷を低減する、建物の柱頭変位抑制構造を提供する。【解決手段】屋根架構２からの鉛直荷重は、１方向ローラーの支承部３、３、…によって支持され、それらの支承部３、３、…に相対する屋根架構２の下弦節点２０、２０、…と支承部３、３、…とが、建物の内外方向（ローラー方向）に連結部材で連結され、その連結部材の中間位置が、屋根架構２を支える柱１a、１a、…の上部から持ち出されたブラケット１０、１０、…の先端部１０a、１０a、…に接合され、連結部材は、先端部１０aを挟んで２つの部分（５a、５b）から成り、それぞれ（５a、５b）の両端は、１本ピン７を両端部に挿通された２枚の連結板６で挟持されたリンク機構となっている。【選択図】図４
COLUMN CAPITAL DISPLACEMENT RESTRAINING STRUCTURE OF BUILDING
To provide a column capital displacement restraining structure of a building for reducing damage of a roof frame and a main body frame, by easily and inexpensively restraining pile capital displacement as much as possible to an earthquake horizontal load of assumption or more.SOLUTION: A vertical load from a roof frame 2 is supported by support parts 3 and 3 of a unidirectional roller, lower chord nodes 20, 20, etc. and the support parts 3, 3, etc. of the roof frame 2 opposed to these support parts 3, 3, etc. are connected by a connection member in the inside-outside direction (the roller direction) of a building, an intermediate position of its connection member is joined to tip parts 10a, 10a, etc. of brackets 10, 10, etc. brought out of an upper part of columns 1a, 1a, etc. for supporting the roof frame 2, the connection member is composed of two parts (5a, 5b) by sandwiching the tip part 10a, and both ends of (5a, 5b) respectively become a link mechanism sandwiched by two connection plates 6 of inserting one pin 7 into both end parts.SELECTED DRAWING: Figure 4
【課題】想定以上の地震水平荷重に対して、出来るだけ簡易かつ安価で、柱頭変位を抑制して屋根架構および本体架構の損傷を低減する、建物の柱頭変位抑制構造を提供する。【解決手段】屋根架構２からの鉛直荷重は、１方向ローラーの支承部３、３、…によって支持され、それらの支承部３、３、…に相対する屋根架構２の下弦節点２０、２０、…と支承部３、３、…とが、建物の内外方向（ローラー方向）に連結部材で連結され、その連結部材の中間位置が、屋根架構２を支える柱１a、１a、…の上部から持ち出されたブラケット１０、１０、…の先端部１０a、１０a、…に接合され、連結部材は、先端部１０aを挟んで２つの部分（５a、５b）から成り、それぞれ（５a、５b）の両端は、１本ピン７を両端部に挿通された２枚の連結板６で挟持されたリンク機構となっている。【選択図】図４
COLUMN CAPITAL DISPLACEMENT RESTRAINING STRUCTURE OF BUILDING
建物の柱頭変位抑制構造
MUKOYAMA YOICHI (author)
2019-06-20
Patent
Electronic Resource
Japanese
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