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To provide a pile steel pipe joint structure capable of eliminating welding work in a pile construction site and easily securing strength of a joint portion, not by a bolt joint structure.SOLUTION: Upper and lower pile steel pipes 2 comprise a pile steel pipe body 3 and a disc joint structure portion 4. The disc joint structure portion 4 comprises a short pipe portion 5 and a disc portion 6 fixed by welding to the other face side of the short pipe portion. The disc portion 6 includes a flange portion 7 forming a peripheral groove 7a, and includes a fan-shaped protrusion formed at a pile steel pipe joint face side of the disc portion. Connection means 14 connecting the upper and lower disc joint structure portions 4, 4' comprises: a split ring 11 including two protrusions 11aa capable of engaging with a peripheral groove of the upper and lower flange portions and having an embodiment surrounding a periphery of the flange portions 7, 7'; and fastening means 12 fastening the split ring 11 from an outer peripheral face side to fix.SELECTED DRAWING: Figure 1
【課題】ボルト接合構造によらずに杭施工現場での溶接作業を不要とするとともに接合部の強度を容易に確保可能な杭鋼管接合構造を提供する。【解決手段】上下の杭鋼管2は杭鋼管本体3と円板接合構造部4とからなる。円板接合構造部4は短管部5と短管部の他面側に溶接固定された円板部6とを備える。円板部6は周溝7aを形成したフランジ部7を有し、円板部の杭鋼管接合面側に形成された扇形凸部を有する。上下の円板接合構造部4、4’を結合する結合手段14は、上下のフランジ部の周溝に嵌合可能な2つの凸部11aaを有し上下のフランジ部7,7’の周囲を囲む態様の分割リング11と、分割リング11を外周面側から締付け固定する締付け手段12とを備える。【選択図】図1
To provide a pile steel pipe joint structure capable of eliminating welding work in a pile construction site and easily securing strength of a joint portion, not by a bolt joint structure.SOLUTION: Upper and lower pile steel pipes 2 comprise a pile steel pipe body 3 and a disc joint structure portion 4. The disc joint structure portion 4 comprises a short pipe portion 5 and a disc portion 6 fixed by welding to the other face side of the short pipe portion. The disc portion 6 includes a flange portion 7 forming a peripheral groove 7a, and includes a fan-shaped protrusion formed at a pile steel pipe joint face side of the disc portion. Connection means 14 connecting the upper and lower disc joint structure portions 4, 4' comprises: a split ring 11 including two protrusions 11aa capable of engaging with a peripheral groove of the upper and lower flange portions and having an embodiment surrounding a periphery of the flange portions 7, 7'; and fastening means 12 fastening the split ring 11 from an outer peripheral face side to fix.SELECTED DRAWING: Figure 1
【課題】ボルト接合構造によらずに杭施工現場での溶接作業を不要とするとともに接合部の強度を容易に確保可能な杭鋼管接合構造を提供する。【解決手段】上下の杭鋼管2は杭鋼管本体3と円板接合構造部4とからなる。円板接合構造部4は短管部5と短管部の他面側に溶接固定された円板部6とを備える。円板部6は周溝7aを形成したフランジ部7を有し、円板部の杭鋼管接合面側に形成された扇形凸部を有する。上下の円板接合構造部4、4’を結合する結合手段14は、上下のフランジ部の周溝に嵌合可能な2つの凸部11aaを有し上下のフランジ部7,7’の周囲を囲む態様の分割リング11と、分割リング11を外周面側から締付け固定する締付け手段12とを備える。【選択図】図1
PILE STEEL PIPE JOINT STRUCTURE
杭鋼管接合構造
ENOMOTO TAKAHIKO (author)
2020-12-17
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
Joint structure for steel-pipe pile, and steel-pipe pile
European Patent Office | 2015
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