Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
EARTHQUAKE PROOF TYPE MEMORIAL SERVICE TOWER AND CONSTRUCTION METHOD OF EARTHQUAKE PROOF TYPE MEMORIAL SERVICE TOWER
To solve the problem in which that the conventional earthquake proof type memorial service tower has a complicated structure to acquire necessary earthquake proof strength, the manufacturing cost is high and the construction requires much labor.SOLUTION: A base H is configured with a part of a lower end of a horizontal reinforcement 1 and a vertical reinforcement 2 embedded. On a horizontal placement surface A in this base H, a charnel unit B in rectangular parallelepiped is arranged in stacked. In the charnel unit B a coupling reinforcement C of which end part has a length to pass through a position of said vertical reinforcement 2 is arranged fixedly and a form plate 11 is arranged at its protruding end. Concrete material is poured into a filling space D formed on a back surface of the charnel unit B and a front surface of the form plate 11 and a standing wall E is configured in a state where both of the vertical reinforcement 2 and the coupling reinforcement C are embedded. The form plate 11 is removed after the construction.SELECTED DRAWING: Figure 1
【課題】 従来の耐震式供養塔は、必要な耐震強度を得るための構造が複雑であり、製作費が嵩み、施工に多くの手間を要するという問題点があった。【解決手段】 水平筋１と垂直筋２の下端一部を埋設した基台Ｈを構成する。この基台Ｈにおける水平の載置面Ａに直方体状の納骨ユニットＢを積み重ねて設置する。納骨ユニットＢに、その端部が前記の垂直筋２の位置を通過する長さの連結筋Ｃを固定して設け、その突出端に型枠板１１を配設する。納骨ユニットＢの背面と型枠板１１の前面に形成される充填スペースＤにコンクリート材を流し込み、垂直筋２と連結筋Ｃの両方を埋設した状態で立壁Ｅを構成する。型枠板１１は施工後において取り外される。【選択図】図１
EARTHQUAKE PROOF TYPE MEMORIAL SERVICE TOWER AND CONSTRUCTION METHOD OF EARTHQUAKE PROOF TYPE MEMORIAL SERVICE TOWER
To solve the problem in which that the conventional earthquake proof type memorial service tower has a complicated structure to acquire necessary earthquake proof strength, the manufacturing cost is high and the construction requires much labor.SOLUTION: A base H is configured with a part of a lower end of a horizontal reinforcement 1 and a vertical reinforcement 2 embedded. On a horizontal placement surface A in this base H, a charnel unit B in rectangular parallelepiped is arranged in stacked. In the charnel unit B a coupling reinforcement C of which end part has a length to pass through a position of said vertical reinforcement 2 is arranged fixedly and a form plate 11 is arranged at its protruding end. Concrete material is poured into a filling space D formed on a back surface of the charnel unit B and a front surface of the form plate 11 and a standing wall E is configured in a state where both of the vertical reinforcement 2 and the coupling reinforcement C are embedded. The form plate 11 is removed after the construction.SELECTED DRAWING: Figure 1
【課題】 従来の耐震式供養塔は、必要な耐震強度を得るための構造が複雑であり、製作費が嵩み、施工に多くの手間を要するという問題点があった。【解決手段】 水平筋１と垂直筋２の下端一部を埋設した基台Ｈを構成する。この基台Ｈにおける水平の載置面Ａに直方体状の納骨ユニットＢを積み重ねて設置する。納骨ユニットＢに、その端部が前記の垂直筋２の位置を通過する長さの連結筋Ｃを固定して設け、その突出端に型枠板１１を配設する。納骨ユニットＢの背面と型枠板１１の前面に形成される充填スペースＤにコンクリート材を流し込み、垂直筋２と連結筋Ｃの両方を埋設した状態で立壁Ｅを構成する。型枠板１１は施工後において取り外される。【選択図】図１
EARTHQUAKE PROOF TYPE MEMORIAL SERVICE TOWER AND CONSTRUCTION METHOD OF EARTHQUAKE PROOF TYPE MEMORIAL SERVICE TOWER
耐震式供養塔並びに耐震式供養塔の施工方法
SANADA MASAYUKI (Autor:in)
28.11.2019
Patent
Elektronische Ressource
Japanisch
IPC:
E04H
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BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES
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