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A platform for research: civil engineering, architecture and urbanism
VERTICAL CONNECTION CONSTRUCTION METHOD AND RESTRAINING MEMBER
PROBLEM TO BE SOLVED: To provide a vertical connection construction method capable of mutually easily and quickly connecting a plurality of steel members in the material axial direction, while restraining the movement in the wall width direction of the steel members.SOLUTION: A vertical connection construction method of applying the present invention comprises a vertical connection process of connecting a plurality of steel members of a predetermined cross-sectional shape in the material axial direction Y and connecting an end part in the axial direction Y of mutually opposed respective materials by a plurality of steel sheet piles 3 and 4. In the vertical connection process, a succeeding steel sheet pile 4 of becoming a succeeding steel member is moved in the wall width direction Z to a preceding steel sheet pile 3 of becoming a preceding steel member, and while positioning a succeeding side end part 40 of becoming an end part of the succeeding steel sheet pile 4 and a preceding side end part 30 of becoming an end part of the preceding steel sheet pile 3 in the wall width direction Z, the succeeding side end part 40 and the preceding side end part 30 are connected in the material axial direction Y, and the movement in the wall width direction Z of the succeeding steel sheet pile 4 is restrained by a restraining member 1.SELECTED DRAWING: Figure 10
【課題】鋼製部材の壁幅方向の移動を拘束しながら、複数の鋼製部材を材軸方向で互いに簡易、迅速に連結できる縦継施工方法を提供する。【解決手段】本発明を適用した縦継施工方法は、所定の断面形状の複数の鋼製部材を材軸方向Ｙに連結させるものであり、複数の鋼矢板３、４で互いに対向する各々の材軸方向Ｙの端部を連結させる縦継工程を備える。縦継工程では、先行の鋼製部材となる先行鋼矢板３に対して後行の鋼製部材となる後行鋼矢板４を壁幅方向Ｚに移動させて、後行鋼矢板４の端部となる後行側端部４０と先行鋼矢板３の端部となる先行側端部３０とを壁幅方向Ｚに位置合わせさせながら、後行側端部４０と先行側端部３０とを材軸方向Ｙに連結させるとともに、後行鋼矢板４の壁幅方向Ｚの移動を拘束部材１で拘束する。【選択図】図１０
VERTICAL CONNECTION CONSTRUCTION METHOD AND RESTRAINING MEMBER
PROBLEM TO BE SOLVED: To provide a vertical connection construction method capable of mutually easily and quickly connecting a plurality of steel members in the material axial direction, while restraining the movement in the wall width direction of the steel members.SOLUTION: A vertical connection construction method of applying the present invention comprises a vertical connection process of connecting a plurality of steel members of a predetermined cross-sectional shape in the material axial direction Y and connecting an end part in the axial direction Y of mutually opposed respective materials by a plurality of steel sheet piles 3 and 4. In the vertical connection process, a succeeding steel sheet pile 4 of becoming a succeeding steel member is moved in the wall width direction Z to a preceding steel sheet pile 3 of becoming a preceding steel member, and while positioning a succeeding side end part 40 of becoming an end part of the succeeding steel sheet pile 4 and a preceding side end part 30 of becoming an end part of the preceding steel sheet pile 3 in the wall width direction Z, the succeeding side end part 40 and the preceding side end part 30 are connected in the material axial direction Y, and the movement in the wall width direction Z of the succeeding steel sheet pile 4 is restrained by a restraining member 1.SELECTED DRAWING: Figure 10
【課題】鋼製部材の壁幅方向の移動を拘束しながら、複数の鋼製部材を材軸方向で互いに簡易、迅速に連結できる縦継施工方法を提供する。【解決手段】本発明を適用した縦継施工方法は、所定の断面形状の複数の鋼製部材を材軸方向Ｙに連結させるものであり、複数の鋼矢板３、４で互いに対向する各々の材軸方向Ｙの端部を連結させる縦継工程を備える。縦継工程では、先行の鋼製部材となる先行鋼矢板３に対して後行の鋼製部材となる後行鋼矢板４を壁幅方向Ｚに移動させて、後行鋼矢板４の端部となる後行側端部４０と先行鋼矢板３の端部となる先行側端部３０とを壁幅方向Ｚに位置合わせさせながら、後行側端部４０と先行側端部３０とを材軸方向Ｙに連結させるとともに、後行鋼矢板４の壁幅方向Ｚの移動を拘束部材１で拘束する。【選択図】図１０
VERTICAL CONNECTION CONSTRUCTION METHOD AND RESTRAINING MEMBER
縦継施工方法及び拘束部材
KITAHAMA MASASHI (author) / MOMIYAMA TAKASHI (author) / MYONAKA SHINJI (author) / OTOSHI KAZUTAKA (author) / KAWANISHI TAKESHI (author)
2017-10-12
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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