A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
STEEL MEMBER LONGITUDINAL JOINT STRUCTURE
PROBLEM TO BE SOLVED: To provide a steel member longitudinal joint structure that can reduce the connection cost of multiple steel members while ensuring sufficient flexural rigidity at points where the multiple steel members are jointed in the material axis direction.SOLUTION: A steel member longitudinal joint structure 1 for which this invention is applicable connects, in a material axis direction Y, multiple steel members of predetermined sectional shape and includes connection members 5 installed on each of end parts 3 of the material axis direction Y which face each other at multiple steel sheet piles 2, and a fixing member 7 provided by sandwiching the connection members 5 in the material axis direction Y. The connection members 5 have flat plate parts 51, a connection side protruding part 50 protruding from the flat plate part 51 toward the end parts 3 of either one or both of the multiple steel sheet piles 2. While a base material protruding part 60 protruding from the end parts 3 of either one or both of the multiple steel sheet piles 2 toward the flat plate part 51 is provided on the end part 3 of the steel sheet piles 2, the connection side protruding part 50 is locked on the base material protruding part 60 in the material axis direction Y.SELECTED DRAWING: Figure 9
【課題】複数の鋼製部材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、複数の鋼製部材の連結コストを抑制することのできる鋼製部材の縦継構造を提供する。【解決手段】本発明を適用した鋼製部材の縦継構造１は、所定の断面形状の複数の鋼製部材を材軸方向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に架設される連結部材５と、連結部材５を材軸方向Ｙに挟んで設けられた固定部材７とを備える。連結部材５は、平板部５１と、平板部５１から複数の鋼矢板２の何れか一方又は両方の端部３に向けて突出させた連結側突起部５０とを有して、複数の鋼矢板２の何れか一方又は両方の端部３から平板部５１に向けて突出させた母材側突起部６０が鋼矢板２の端部３に設けられるとともに、連結側突起部５０が母材側突起部６０に材軸方向Ｙに係止される。【選択図】図９
STEEL MEMBER LONGITUDINAL JOINT STRUCTURE
PROBLEM TO BE SOLVED: To provide a steel member longitudinal joint structure that can reduce the connection cost of multiple steel members while ensuring sufficient flexural rigidity at points where the multiple steel members are jointed in the material axis direction.SOLUTION: A steel member longitudinal joint structure 1 for which this invention is applicable connects, in a material axis direction Y, multiple steel members of predetermined sectional shape and includes connection members 5 installed on each of end parts 3 of the material axis direction Y which face each other at multiple steel sheet piles 2, and a fixing member 7 provided by sandwiching the connection members 5 in the material axis direction Y. The connection members 5 have flat plate parts 51, a connection side protruding part 50 protruding from the flat plate part 51 toward the end parts 3 of either one or both of the multiple steel sheet piles 2. While a base material protruding part 60 protruding from the end parts 3 of either one or both of the multiple steel sheet piles 2 toward the flat plate part 51 is provided on the end part 3 of the steel sheet piles 2, the connection side protruding part 50 is locked on the base material protruding part 60 in the material axis direction Y.SELECTED DRAWING: Figure 9
【課題】複数の鋼製部材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、複数の鋼製部材の連結コストを抑制することのできる鋼製部材の縦継構造を提供する。【解決手段】本発明を適用した鋼製部材の縦継構造１は、所定の断面形状の複数の鋼製部材を材軸方向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に架設される連結部材５と、連結部材５を材軸方向Ｙに挟んで設けられた固定部材７とを備える。連結部材５は、平板部５１と、平板部５１から複数の鋼矢板２の何れか一方又は両方の端部３に向けて突出させた連結側突起部５０とを有して、複数の鋼矢板２の何れか一方又は両方の端部３から平板部５１に向けて突出させた母材側突起部６０が鋼矢板２の端部３に設けられるとともに、連結側突起部５０が母材側突起部６０に材軸方向Ｙに係止される。【選択図】図９
STEEL MEMBER LONGITUDINAL JOINT STRUCTURE
鋼製部材の縦継構造
MOMIYAMA TAKASHI (author) / KITAHAMA MASASHI (author) / MYONAKA SHINJI (author) / KAWANISHI TAKESHI (author) / OTOSHI KAZUTAKA (author)
2018-09-06
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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