A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
VERTICAL CONNECTION STRUCTURE OF STEEL SHEET PIPE AND STEEL SHEET PILE WALL
PROBLEM TO BE SOLVED: To provide a vertical connection structure of a steel sheet pile and a steel sheet pile wall, capable of restraining connection cost, by securing sufficient flexural rigidity in a place for connecting a plurality of steel sheet piles in the material axis direction.SOLUTION: A vertical connection structure 1 of a steel sheet pile of applying the present invention, comprises an H-shaped member 5 for connecting a plurality of steel sheet piles 2 of a predetermined cross-sectional shape in the material axis direction Y and installed in an end part 3 in the material axis direction Y of mutually opposed respective ones in the plurality of steel sheet piles 2. The H-shaped member 5 comprises a web part 50 extending up to the separation side B for separating from the steel sheet pile 2 from the proximal side A proximal to the steel sheet pile 2 in the cross-sectional direction, a proximal side flange part 51 formed on the proximal side A of the web part 50 and a separation side flange part 52 formed on the separation side of the web part 50, and the proximal side flange part 51 is joined by a bolt to a flat part 20 formed in a substantially flat shape of the steel sheet pile 2.SELECTED DRAWING: Figure 7
【課題】複数の鋼矢板が材軸方向に連結される箇所で、十分な曲げ剛性を確保するとともに、連結コストを抑制できる鋼矢板の縦継構造及び鋼矢板壁を提供する。【解決手段】本発明を適用した鋼矢板の縦継構造１は、所定の断面形状の複数の鋼矢板２を材軸方向Ｙに連結するものであり、複数の鋼矢板２で互いに対向する各々の材軸方向Ｙの端部３に架設されるＨ形部材５を備える。Ｈ形部材５は、断面方向で鋼矢板２に近接する近接側Ａから鋼矢板２と離間する離間側Ｂまで延びるウェブ部５０と、ウェブ部５０の近接側Ａに形成される近接側フランジ部５１と、ウェブ部５０の離間側に形成される離間側フランジ部５２とを有して、近接側フランジ部５１が鋼矢板２の略平坦状に形成された平坦部２０にボルト接合される。【選択図】図７
VERTICAL CONNECTION STRUCTURE OF STEEL SHEET PIPE AND STEEL SHEET PILE WALL
PROBLEM TO BE SOLVED: To provide a vertical connection structure of a steel sheet pile and a steel sheet pile wall, capable of restraining connection cost, by securing sufficient flexural rigidity in a place for connecting a plurality of steel sheet piles in the material axis direction.SOLUTION: A vertical connection structure 1 of a steel sheet pile of applying the present invention, comprises an H-shaped member 5 for connecting a plurality of steel sheet piles 2 of a predetermined cross-sectional shape in the material axis direction Y and installed in an end part 3 in the material axis direction Y of mutually opposed respective ones in the plurality of steel sheet piles 2. The H-shaped member 5 comprises a web part 50 extending up to the separation side B for separating from the steel sheet pile 2 from the proximal side A proximal to the steel sheet pile 2 in the cross-sectional direction, a proximal side flange part 51 formed on the proximal side A of the web part 50 and a separation side flange part 52 formed on the separation side of the web part 50, and the proximal side flange part 51 is joined by a bolt to a flat part 20 formed in a substantially flat shape of the steel sheet pile 2.SELECTED DRAWING: Figure 7
【課題】複数の鋼矢板が材軸方向に連結される箇所で、十分な曲げ剛性を確保するとともに、連結コストを抑制できる鋼矢板の縦継構造及び鋼矢板壁を提供する。【解決手段】本発明を適用した鋼矢板の縦継構造１は、所定の断面形状の複数の鋼矢板２を材軸方向Ｙに連結するものであり、複数の鋼矢板２で互いに対向する各々の材軸方向Ｙの端部３に架設されるＨ形部材５を備える。Ｈ形部材５は、断面方向で鋼矢板２に近接する近接側Ａから鋼矢板２と離間する離間側Ｂまで延びるウェブ部５０と、ウェブ部５０の近接側Ａに形成される近接側フランジ部５１と、ウェブ部５０の離間側に形成される離間側フランジ部５２とを有して、近接側フランジ部５１が鋼矢板２の略平坦状に形成された平坦部２０にボルト接合される。【選択図】図７
VERTICAL CONNECTION STRUCTURE OF STEEL SHEET PIPE AND STEEL SHEET PILE WALL
鋼矢板の縦継構造及び鋼矢板壁
KITAHAMA MASASHI (author) / MYONAKA SHINJI (author) / MOMIYAMA TAKASHI (author) / OTOSHI KAZUTAKA (author) / TODA KAZUHIDE (author)
2017-04-06
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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