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To provide a lightweight banking structure in which an upper laminate is hard to be displaced on an intermediate concrete slab.SOLUTION: A lightweight banking structure 10 comprises: a lower laminate 2 in which multiple first resin foam blocks are integrated; multiple earthquake-resistant fittings 4, which have respectively an upstanding wall part 4e and a bottom plate part 4a so that an outer edge part of a top face of the lower laminate 2 is surrounded by multiple bottom plate parts 4a and multiple upstanding walls 4e continuously line up while standing upward respectively; an intermediate concrete slab 3, which is installed in a formwork formed of multiple upstanding walls 4e and surrounds the top face of the lower laminate 2 and multiple bottom plate parts 4a; and an upper laminate 5, which is installed so as to surround a top face of the intermediate concrete slab 3 and is formed by integrating multiple second resin foam blocks. Each of multiple upstanding wall parts 4e is installed so as to surround at least a range of 1/3 on lower side in a height direction of a side face 5t of the second resin foam block 5a located immediately above the intermediate concrete slab 3.SELECTED DRAWING: Figure 2
【課題】上側積層体が中間コンクリート床版の上で位置ズレしにくい軽量盛土構造を提供する。【解決手段】軽量盛土構造10は、複数の第1樹脂発泡体ブロックが一体化された下側積層体2と、各々が立壁部4eおよび底板部4aを有し、下側積層体2の上面のうちの外縁部分を複数の底板部4aが覆い、複数の立壁部4eが連なって並ぶとともに各々が上方に向かって起立する複数の耐震金具4と、複数の立壁部4eを型枠として打設され、下側積層体2の上面と複数の底板部4aとを覆う中間コンクリート床版3と、中間コンクリート床版3の上面を覆うように設けられ、複数の第2樹脂発泡体ブロックが一体化された上側積層体5とを備える。複数の立壁部4eの各々は、中間コンクリート床版3の直上に位置する第2樹脂発泡体ブロック5aの側面5tのうち、高さ方向における下側の1/3の範囲を少なくとも覆うように設けられている。【選択図】図2
To provide a lightweight banking structure in which an upper laminate is hard to be displaced on an intermediate concrete slab.SOLUTION: A lightweight banking structure 10 comprises: a lower laminate 2 in which multiple first resin foam blocks are integrated; multiple earthquake-resistant fittings 4, which have respectively an upstanding wall part 4e and a bottom plate part 4a so that an outer edge part of a top face of the lower laminate 2 is surrounded by multiple bottom plate parts 4a and multiple upstanding walls 4e continuously line up while standing upward respectively; an intermediate concrete slab 3, which is installed in a formwork formed of multiple upstanding walls 4e and surrounds the top face of the lower laminate 2 and multiple bottom plate parts 4a; and an upper laminate 5, which is installed so as to surround a top face of the intermediate concrete slab 3 and is formed by integrating multiple second resin foam blocks. Each of multiple upstanding wall parts 4e is installed so as to surround at least a range of 1/3 on lower side in a height direction of a side face 5t of the second resin foam block 5a located immediately above the intermediate concrete slab 3.SELECTED DRAWING: Figure 2
【課題】上側積層体が中間コンクリート床版の上で位置ズレしにくい軽量盛土構造を提供する。【解決手段】軽量盛土構造10は、複数の第1樹脂発泡体ブロックが一体化された下側積層体2と、各々が立壁部4eおよび底板部4aを有し、下側積層体2の上面のうちの外縁部分を複数の底板部4aが覆い、複数の立壁部4eが連なって並ぶとともに各々が上方に向かって起立する複数の耐震金具4と、複数の立壁部4eを型枠として打設され、下側積層体2の上面と複数の底板部4aとを覆う中間コンクリート床版3と、中間コンクリート床版3の上面を覆うように設けられ、複数の第2樹脂発泡体ブロックが一体化された上側積層体5とを備える。複数の立壁部4eの各々は、中間コンクリート床版3の直上に位置する第2樹脂発泡体ブロック5aの側面5tのうち、高さ方向における下側の1/3の範囲を少なくとも覆うように設けられている。【選択図】図2
LIGHTWEIGHT BANKING STRUCTURE
軽量盛土構造
SHINOZAKI WATARU (author)
2019-06-20
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
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Gründungen