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PILE HEAD REINFORCEMENT MEMBER AND PILE HEAD REINFORCEMENT STRUCTURE
PROBLEM TO BE SOLVED: To provide a pile head reinforcement member and a pile head reinforcement structure capable of: securing sufficient stress conveyance capability between a pile and a foundation and sufficient fastening force to a pile head part; reducing a possibility of interference with a reinforcing bar embedded in the foundation; and enhancing construction work quality around the pile head part by reducing a number of welding processes and securing appropriate structural strength, as the reinforcement structure and a constituent member used therewith.SOLUTION: A pile head reinforcement member 1 is for conveying force exerted on a pile head 2a between a pile 2 and a foundation, and includes: a plate-form material 4 provided in a vertical direction laterally on an outer peripheral surface 2c of the pile head part and embedded in foundation concrete CB that constitutes the foundation; a bar steel 5 inserted inward into the pile head part and fastened to the pile head part through pile concrete CP filled in the pile; a through-hole 11 formed to pierce through the plate-form material in a lateral direction; and a protrusion 12 protruded from a plate surface of the plate-form material, around the through-hole. The plate-form material and the bar steel are provided such that stress may be conveyed therebetween.SELECTED DRAWING: Figure 4
【課題】杭と基礎の間の応力伝達作用及び杭頭部に対する定着力を十分に確保することが可能であって、基礎中に埋設される配筋と干渉が生じるおそれを低減できると共に、補強構造としても、それに用いる構成部品としても、溶接工数を削減することで杭頭部周りの施工上の品質を向上することが可能で、構造強度を適切に確保できる杭頭補強部材及び杭頭補強構造を提供する。【解決手段】杭2と基礎との間で杭頭部2aに作用する力を伝達するための杭頭補強部材1であって、杭頭部の外周面2c側方に縦向きで設けられ、基礎を構築する基礎コンクリートCB中に埋設するための板状材4と、杭頭部内方に挿入され、杭内方に充填される杭コンクリートCPを介して杭頭部に定着させるための棒鋼5と、板状材に横向きに貫通形成された貫通孔11と、板状材にその板面から貫通孔周りに突設された突出部12とを備え、板状材と棒鋼とは相互に応力伝達可能に設けられている。【選択図】図4
PILE HEAD REINFORCEMENT MEMBER AND PILE HEAD REINFORCEMENT STRUCTURE
PROBLEM TO BE SOLVED: To provide a pile head reinforcement member and a pile head reinforcement structure capable of: securing sufficient stress conveyance capability between a pile and a foundation and sufficient fastening force to a pile head part; reducing a possibility of interference with a reinforcing bar embedded in the foundation; and enhancing construction work quality around the pile head part by reducing a number of welding processes and securing appropriate structural strength, as the reinforcement structure and a constituent member used therewith.SOLUTION: A pile head reinforcement member 1 is for conveying force exerted on a pile head 2a between a pile 2 and a foundation, and includes: a plate-form material 4 provided in a vertical direction laterally on an outer peripheral surface 2c of the pile head part and embedded in foundation concrete CB that constitutes the foundation; a bar steel 5 inserted inward into the pile head part and fastened to the pile head part through pile concrete CP filled in the pile; a through-hole 11 formed to pierce through the plate-form material in a lateral direction; and a protrusion 12 protruded from a plate surface of the plate-form material, around the through-hole. The plate-form material and the bar steel are provided such that stress may be conveyed therebetween.SELECTED DRAWING: Figure 4
【課題】杭と基礎の間の応力伝達作用及び杭頭部に対する定着力を十分に確保することが可能であって、基礎中に埋設される配筋と干渉が生じるおそれを低減できると共に、補強構造としても、それに用いる構成部品としても、溶接工数を削減することで杭頭部周りの施工上の品質を向上することが可能で、構造強度を適切に確保できる杭頭補強部材及び杭頭補強構造を提供する。【解決手段】杭2と基礎との間で杭頭部2aに作用する力を伝達するための杭頭補強部材1であって、杭頭部の外周面2c側方に縦向きで設けられ、基礎を構築する基礎コンクリートCB中に埋設するための板状材4と、杭頭部内方に挿入され、杭内方に充填される杭コンクリートCPを介して杭頭部に定着させるための棒鋼5と、板状材に横向きに貫通形成された貫通孔11と、板状材にその板面から貫通孔周りに突設された突出部12とを備え、板状材と棒鋼とは相互に応力伝達可能に設けられている。【選択図】図4
PILE HEAD REINFORCEMENT MEMBER AND PILE HEAD REINFORCEMENT STRUCTURE
杭頭補強部材及び杭頭補強構造
YOKOYAMA SHINICHI (author) / HIRAYAMA TAKAAKI (author) / TAGUCHI TOMOYASU (author) / TAKEUCHI RYUSUKE (author) / TANAKA TERUHISA (author) / SAKAI JUNICHI (author)
2018-05-10
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
PILE HEAD REINFORCEMENT STRUCTURE AND PILE HEAD REINFORCEMENT UNIT
European Patent Office | 2019
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