A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
EARTH RETAINING WALL AND CONSTRUCTION METHOD THEREOF
To provide an earth retaining wall capable of being simply constructed on site in a short period of time without reducing flat land for constructing a building as much as possible, and capable of reliably supporting a horizontal component of earth pressure over a long period of time to provide a method for constructing the earth retaining wall.SOLUTION: An earth retaining wall comprises a plurality of supporting piles 2 each having a columnar portion formed by cement milk in the ground and an H-shaped steel 6 having a lower portion disposed inside the columnar portion and an upper portion exposed from the columnar portion, a connecting member 3 which is a shaped steel having a web, a first flange formed on one end side of the web, and a second flange formed on the other end side of the web, and in which the web is arranged almost horizontally and the first flange is fixed to the H-shaped steel 6 of the support pile 2, and a wall member 4 made of reinforced concrete, arranged along the H-shaped steel 6 of a plurality of supporting piles, fixed to the supporting piles 2 via connecting members 3 embedded inside, and receiving a horizontal component of earth pressure.SELECTED DRAWING: Figure 4
【課題】建築物を建築するための平らな土地を極力減らすことなく、短期間かつ簡易に現場に築造することができ、かつ、土圧の水平成分に対して確実かつ長期にわたって支持することが可能な擁壁及びその築造方法を提供することを目的とする。【解決手段】擁壁は、地盤内においてセメントミルクによって形成された柱状部と、下部が柱状部の内部に配置されて上部が柱状部から露出したＨ形鋼６とをそれぞれ有する複数の支持杭２と、ウェブと、ウェブの一端側に形成された第１フランジと、ウェブの他端側に形成された第２フランジとを有する形鋼であり、ウェブがほぼ水平に配置され、第１フランジが支持杭２のＨ形鋼６に固定された連結部材３と、鉄筋コンクリートによって形成され、複数の支持杭のＨ形鋼６に沿って配置され、内部に埋設された連結部材３を介して支持杭２に固定されており、土圧の水平成分を受ける壁部材４とを備える。【選択図】図４
EARTH RETAINING WALL AND CONSTRUCTION METHOD THEREOF
To provide an earth retaining wall capable of being simply constructed on site in a short period of time without reducing flat land for constructing a building as much as possible, and capable of reliably supporting a horizontal component of earth pressure over a long period of time to provide a method for constructing the earth retaining wall.SOLUTION: An earth retaining wall comprises a plurality of supporting piles 2 each having a columnar portion formed by cement milk in the ground and an H-shaped steel 6 having a lower portion disposed inside the columnar portion and an upper portion exposed from the columnar portion, a connecting member 3 which is a shaped steel having a web, a first flange formed on one end side of the web, and a second flange formed on the other end side of the web, and in which the web is arranged almost horizontally and the first flange is fixed to the H-shaped steel 6 of the support pile 2, and a wall member 4 made of reinforced concrete, arranged along the H-shaped steel 6 of a plurality of supporting piles, fixed to the supporting piles 2 via connecting members 3 embedded inside, and receiving a horizontal component of earth pressure.SELECTED DRAWING: Figure 4
【課題】建築物を建築するための平らな土地を極力減らすことなく、短期間かつ簡易に現場に築造することができ、かつ、土圧の水平成分に対して確実かつ長期にわたって支持することが可能な擁壁及びその築造方法を提供することを目的とする。【解決手段】擁壁は、地盤内においてセメントミルクによって形成された柱状部と、下部が柱状部の内部に配置されて上部が柱状部から露出したＨ形鋼６とをそれぞれ有する複数の支持杭２と、ウェブと、ウェブの一端側に形成された第１フランジと、ウェブの他端側に形成された第２フランジとを有する形鋼であり、ウェブがほぼ水平に配置され、第１フランジが支持杭２のＨ形鋼６に固定された連結部材３と、鉄筋コンクリートによって形成され、複数の支持杭のＨ形鋼６に沿って配置され、内部に埋設された連結部材３を介して支持杭２に固定されており、土圧の水平成分を受ける壁部材４とを備える。【選択図】図４
EARTH RETAINING WALL AND CONSTRUCTION METHOD THEREOF
擁壁及びその築造方法
MAKINO RYOICHI (author) / MAKINO SATORU (author)
2022-09-05
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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