Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
PRESSURE RECEIVING PLATE
PROBLEM TO BE SOLVED: To provide a pressure receiving plate capable of restricting lifting-up due to change over time.SOLUTION: A pressure receiving plate 100 comprises: a bottom plate 210; a frame body 220, which is disposed on one surface of the bottom plate 210 and composes an outer frame; a reinforcement material 240, which is disposed inside of the frame body 220 so as to reinforce the frame body 220; and a reinforced concrete member 400, which is disposed in a space formed by the frame body 220 and the reinforcement member 240. It is preferable that the conditions of 0.7≤X<1.0 and 1.8≤Y≤5.0 are satisfied, where X represents L2/L1 and Y represents H2/H1; a side length is L1 and thickness is H1 for the bottom plate 210; and a side length is L2 and thickness is H2 for the frame body 220, the reinforcement material 240, the reinforced concrete member 400 and a top board 230.SELECTED DRAWING: Figure 6
【課題】経時変化による浮き抑制を実現できる受圧板を提供する。【解決手段】受圧板１００は、底板２１０と、底板２１０の一面に配置され、外枠を構成する枠体２２０と、枠体２２０を補強するように枠体２２０の内方に配置される補強材２４０と、枠体２２０および補強材２４０により構成される空間に配置される空間に鉄筋コンクリート部材４００と、を含むものである。底板２１０の一辺の長さＬ１、厚みＨ１とし、枠体２２０、補強材２４０、鉄筋コンクリート部材４００および天板２３０の一辺の長さＬ２、厚みＨ２とした場合の値Ｘ（Ｌ２／Ｌ１）、値Ｙ（Ｈ２／Ｈ１）は、値Ｘおよび値Ｙが、０．７≦Ｘ＜１．０、かつ、１．８≦Ｙ≦５．０の範囲を満たすことが望ましい。【選択図】図６
PRESSURE RECEIVING PLATE
PROBLEM TO BE SOLVED: To provide a pressure receiving plate capable of restricting lifting-up due to change over time.SOLUTION: A pressure receiving plate 100 comprises: a bottom plate 210; a frame body 220, which is disposed on one surface of the bottom plate 210 and composes an outer frame; a reinforcement material 240, which is disposed inside of the frame body 220 so as to reinforce the frame body 220; and a reinforced concrete member 400, which is disposed in a space formed by the frame body 220 and the reinforcement member 240. It is preferable that the conditions of 0.7≤X<1.0 and 1.8≤Y≤5.0 are satisfied, where X represents L2/L1 and Y represents H2/H1; a side length is L1 and thickness is H1 for the bottom plate 210; and a side length is L2 and thickness is H2 for the frame body 220, the reinforcement material 240, the reinforced concrete member 400 and a top board 230.SELECTED DRAWING: Figure 6
【課題】経時変化による浮き抑制を実現できる受圧板を提供する。【解決手段】受圧板１００は、底板２１０と、底板２１０の一面に配置され、外枠を構成する枠体２２０と、枠体２２０を補強するように枠体２２０の内方に配置される補強材２４０と、枠体２２０および補強材２４０により構成される空間に配置される空間に鉄筋コンクリート部材４００と、を含むものである。底板２１０の一辺の長さＬ１、厚みＨ１とし、枠体２２０、補強材２４０、鉄筋コンクリート部材４００および天板２３０の一辺の長さＬ２、厚みＨ２とした場合の値Ｘ（Ｌ２／Ｌ１）、値Ｙ（Ｈ２／Ｈ１）は、値Ｘおよび値Ｙが、０．７≦Ｘ＜１．０、かつ、１．８≦Ｙ≦５．０の範囲を満たすことが望ましい。【選択図】図６
PRESSURE RECEIVING PLATE
受圧板
MORITAKE HIROSHI (Autor:in) / INOUE HIROO (Autor:in)
18.08.2016
Patent
Elektronische Ressource
Japanisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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