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PRE-STRESSED CONCRETE PILE
To provide a pre-stressed concrete pile which can be easily manufactured and easily constructed without requiring a chipping work of an axial reinforcement.SOLUTION: A concrete portion 3 to be removed is provided at one side in an axial direction of a pile main body portion 2 formed of pre-stressed concrete. A partition back plate 4 having a larger diameter than that of the pile main body portion 2 is provided at a boundary portion of the pile main body portion 2 and the concrete portion 3 to be removed. A plurality of tendon steel materials 6 are arranged inside the pile main body portion 2, and its one end portion is fixed to the partition back plate 4. An axial reinforcement 7 is arranged from at least a part of the pile main body portion 2 to the concrete portion 3 to be removed.SELECTED DRAWING: Figure 1
【課題】容易に製造できるとともに、軸方向鉄筋のはつり出し作業が不要で容易に施工できるプレストレストコンクリート杭を提供する。【解決手段】プレストレストコンクリートで成形された杭本体部2の軸方向の一方側に除去予定コンクリート部3を設ける。また、杭本体部2と除去予定コンクリート部3との境界部分に、杭本体部2より外径が大きい仕切座板4を設ける。杭本体部2内に複数の緊張鋼材6を配設し、その一端部を仕切座板4に固定する。また、杭本体部2の少なくとも一部から除去予定コンクリート部3にわたって軸方向鉄筋7を配設する。【選択図】図1
PRE-STRESSED CONCRETE PILE
To provide a pre-stressed concrete pile which can be easily manufactured and easily constructed without requiring a chipping work of an axial reinforcement.SOLUTION: A concrete portion 3 to be removed is provided at one side in an axial direction of a pile main body portion 2 formed of pre-stressed concrete. A partition back plate 4 having a larger diameter than that of the pile main body portion 2 is provided at a boundary portion of the pile main body portion 2 and the concrete portion 3 to be removed. A plurality of tendon steel materials 6 are arranged inside the pile main body portion 2, and its one end portion is fixed to the partition back plate 4. An axial reinforcement 7 is arranged from at least a part of the pile main body portion 2 to the concrete portion 3 to be removed.SELECTED DRAWING: Figure 1
【課題】容易に製造できるとともに、軸方向鉄筋のはつり出し作業が不要で容易に施工できるプレストレストコンクリート杭を提供する。【解決手段】プレストレストコンクリートで成形された杭本体部2の軸方向の一方側に除去予定コンクリート部3を設ける。また、杭本体部2と除去予定コンクリート部3との境界部分に、杭本体部2より外径が大きい仕切座板4を設ける。杭本体部2内に複数の緊張鋼材6を配設し、その一端部を仕切座板4に固定する。また、杭本体部2の少なくとも一部から除去予定コンクリート部3にわたって軸方向鉄筋7を配設する。【選択図】図1
PRE-STRESSED CONCRETE PILE
プレストレストコンクリート杭
HAKAMADA TOMOYUKI (author) / HIRAO KAZUKI (author) / ISHIGURO TAKASHI (author)
2019-01-10
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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