Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
FOUNDATION SLAB
To provide a foundation slab capable of reducing a size of a sectional area of a foundation beam.SOLUTION: A foundation slab 110 is provided with: a mat foundation part 120 installed on the ground and connected to a first foundation beam 50 and a second foundation beam 60; a waterproof sheet part 130 sequentially arranged from the mat foundation part 120 and connected only to the second foundation beam 60 not to contact the ground as well as having a rigidity lower than that of the mat foundation part 120. As the waterproof sheet part 130 in the foundation slab 110 is configured not to contact the ground as well as having the rigidity lower than that of the mat foundation part 120, a size of a sectional area of the second foundation beam 60 is reduced through a smaller reaction on the waterproof sheet part from the ground than that to the mat foundation part 120 and reduced stress acting on the second foundation beam 60.SELECTED DRAWING: Figure 1
【課題】基礎梁の断面積の大きさを抑える。【解決手段】基礎スラブ１１０は、地盤に設けられ第一基礎梁５０と第二基礎梁６０とに接合された布基礎部１２０と、布基礎部１２０から連続して設けられ第二基礎梁６０にのみに接合され地盤と非接触とされると共に布基礎部１２０よりも低剛性の耐水版部１３０と、を備えている。基礎スラブ１１０における耐水版部１３０は、地盤と非接触とされると共に布基礎部１２０よりも低剛性であるので、布基礎部１２０よりも作用する地反力が小さく、第二基礎梁６０に作用する応力が低減され、第二基礎梁６０の断面積が抑えられる。【選択図】図１
FOUNDATION SLAB
To provide a foundation slab capable of reducing a size of a sectional area of a foundation beam.SOLUTION: A foundation slab 110 is provided with: a mat foundation part 120 installed on the ground and connected to a first foundation beam 50 and a second foundation beam 60; a waterproof sheet part 130 sequentially arranged from the mat foundation part 120 and connected only to the second foundation beam 60 not to contact the ground as well as having a rigidity lower than that of the mat foundation part 120. As the waterproof sheet part 130 in the foundation slab 110 is configured not to contact the ground as well as having the rigidity lower than that of the mat foundation part 120, a size of a sectional area of the second foundation beam 60 is reduced through a smaller reaction on the waterproof sheet part from the ground than that to the mat foundation part 120 and reduced stress acting on the second foundation beam 60.SELECTED DRAWING: Figure 1
【課題】基礎梁の断面積の大きさを抑える。【解決手段】基礎スラブ１１０は、地盤に設けられ第一基礎梁５０と第二基礎梁６０とに接合された布基礎部１２０と、布基礎部１２０から連続して設けられ第二基礎梁６０にのみに接合され地盤と非接触とされると共に布基礎部１２０よりも低剛性の耐水版部１３０と、を備えている。基礎スラブ１１０における耐水版部１３０は、地盤と非接触とされると共に布基礎部１２０よりも低剛性であるので、布基礎部１２０よりも作用する地反力が小さく、第二基礎梁６０に作用する応力が低減され、第二基礎梁６０の断面積が抑えられる。【選択図】図１
FOUNDATION SLAB
基礎スラブ
OCHIAI YOSUKE (Autor:in) / YAMAGUCHI YOSHIHIRO (Autor:in) / IWAMA KAZUHIRO (Autor:in)
09.07.2020
Patent
Elektronische Ressource
Japanisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
METHOD OF PILE-SLAB FOUNDATION AND SLAB-PILE FOUNDATION CONSTRUCTED IN THIS WAY
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