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A platform for research: civil engineering, architecture and urbanism
CONSTRUCTION METHOD FOR EARTH RETAINING WALL COMBINING IMPERVIOUS WALL WITH SOLDIER BEAM
PROBLEM TO BE SOLVED: To provide a construction method for an earth retaining wall, which enables the earth retaining wall to be constructed with ease.SOLUTION: When an earth retaining wall is constructed in a permeable layer 2 of ground and an impervious layer 3 below it, firstly, the permeable layer 2 of the ground is excavated from a ground surface, and a wall body 12 made of soil cement is formed in an excavated area. Subsequently, the wall body 12 and the impervious layer 3 below it are excavated; the soil cement 15 is injected into the excavated area: and a core material 16 is erected to form a column body 14. According to similar procedures, the column bodies 14 are formed in a plurality of areas at intervals so that the earth retaining wall comprising the wall body 12 and the column body 14 can be constructed.SELECTED DRAWING: Figure 5
【課題】山留壁を容易に構築できる山留壁の構築方法を提供する。【解決手段】地盤の透水層２とその下方の不透水層３に山留壁を構築する際、まず地盤の透水層２を地表面から掘削し、ソイルセメントによる壁体１２を掘削箇所に形成する。その後、壁体１２とその下方の不透水層３を掘削し、掘削箇所にソイルセメント１５を注入して芯材１６を建込んで柱体１４を形成する。同様の手順で、間隔を空けた複数の箇所で柱体１４を形成することで、壁体１２と柱体１４からなる山留壁が構築される。【選択図】図５
CONSTRUCTION METHOD FOR EARTH RETAINING WALL COMBINING IMPERVIOUS WALL WITH SOLDIER BEAM
PROBLEM TO BE SOLVED: To provide a construction method for an earth retaining wall, which enables the earth retaining wall to be constructed with ease.SOLUTION: When an earth retaining wall is constructed in a permeable layer 2 of ground and an impervious layer 3 below it, firstly, the permeable layer 2 of the ground is excavated from a ground surface, and a wall body 12 made of soil cement is formed in an excavated area. Subsequently, the wall body 12 and the impervious layer 3 below it are excavated; the soil cement 15 is injected into the excavated area: and a core material 16 is erected to form a column body 14. According to similar procedures, the column bodies 14 are formed in a plurality of areas at intervals so that the earth retaining wall comprising the wall body 12 and the column body 14 can be constructed.SELECTED DRAWING: Figure 5
【課題】山留壁を容易に構築できる山留壁の構築方法を提供する。【解決手段】地盤の透水層２とその下方の不透水層３に山留壁を構築する際、まず地盤の透水層２を地表面から掘削し、ソイルセメントによる壁体１２を掘削箇所に形成する。その後、壁体１２とその下方の不透水層３を掘削し、掘削箇所にソイルセメント１５を注入して芯材１６を建込んで柱体１４を形成する。同様の手順で、間隔を空けた複数の箇所で柱体１４を形成することで、壁体１２と柱体１４からなる山留壁が構築される。【選択図】図５
CONSTRUCTION METHOD FOR EARTH RETAINING WALL COMBINING IMPERVIOUS WALL WITH SOLDIER BEAM
遮水壁と親杭を併用した山留壁の構築方法
IGARASHI TATSURO (author) / ASANO RISABURO (author) / KUMAKIRI HISAO (author)
2018-03-08
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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