Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
PILE STRUCTURE, CONSTRUCTION METHOD OF PILE STRUCTURE, AND EXCAVATION AND AGITATION DEVICE
To provide a pile structure which has a simple configuration, can reduce the amount of cement milk to be used, has excellent adhesion property to the ground, and can sufficiently act against pressure in a horizontal direction.SOLUTION: A pile structure 1 comprises: a steel pipe pile 2 as a foundation pile buried in the ground; and a columnar improvement body 3 formed around the steel pipe pile 2 and formed of sediment solidified by cement. The columnar improvement body 3 is formed from the ground surface to a depth L2 shorter than a length L1 of the steel pipe pile 2. A tip blade 2A is attached to a lower part of a steel pipe of the steel pipe pile 2. A diameter D of the columnar improvement body 3 is larger than a diameter d2 of the tip blade 2A.SELECTED DRAWING: Figure 1
【課題】構成が簡単で、セメントミルクの使用量を少なくでき、地盤との密着が良くなり、水平方向の圧力に対して十分に対抗することができる杭構造を提供する。【解決手段】地中に埋設された基礎杭としての鋼管杭2と、鋼管杭2の周囲に形成された、土砂をセメントで固めた柱状改良体3とを備える杭構造1であって、柱状改良体3は、地表から鋼管杭2の長さL1より短い深さL2まで形成されている。鋼管杭2は鋼管の下部に先端翼2Aが取付けられており、柱状改良体3の直径Dは、先端翼2Aの直径d2より大きい。【選択図】図1
PILE STRUCTURE, CONSTRUCTION METHOD OF PILE STRUCTURE, AND EXCAVATION AND AGITATION DEVICE
To provide a pile structure which has a simple configuration, can reduce the amount of cement milk to be used, has excellent adhesion property to the ground, and can sufficiently act against pressure in a horizontal direction.SOLUTION: A pile structure 1 comprises: a steel pipe pile 2 as a foundation pile buried in the ground; and a columnar improvement body 3 formed around the steel pipe pile 2 and formed of sediment solidified by cement. The columnar improvement body 3 is formed from the ground surface to a depth L2 shorter than a length L1 of the steel pipe pile 2. A tip blade 2A is attached to a lower part of a steel pipe of the steel pipe pile 2. A diameter D of the columnar improvement body 3 is larger than a diameter d2 of the tip blade 2A.SELECTED DRAWING: Figure 1
【課題】構成が簡単で、セメントミルクの使用量を少なくでき、地盤との密着が良くなり、水平方向の圧力に対して十分に対抗することができる杭構造を提供する。【解決手段】地中に埋設された基礎杭としての鋼管杭2と、鋼管杭2の周囲に形成された、土砂をセメントで固めた柱状改良体3とを備える杭構造1であって、柱状改良体3は、地表から鋼管杭2の長さL1より短い深さL2まで形成されている。鋼管杭2は鋼管の下部に先端翼2Aが取付けられており、柱状改良体3の直径Dは、先端翼2Aの直径d2より大きい。【選択図】図1
PILE STRUCTURE, CONSTRUCTION METHOD OF PILE STRUCTURE, AND EXCAVATION AND AGITATION DEVICE
杭構造、杭構造の構築方法、および掘削撹拌装置
ICHIMURA HITOSHI (Autor:in) / TAKAHASHI SHUICHI (Autor:in) / SUGA MASANORI (Autor:in)
25.04.2019
Patent
Elektronische Ressource
Japanisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
EXCAVATION METHOD OF PILE HOLE, PILE CONSTRUCTION METHOD, AND PILE
Europäisches Patentamt | 2024
|PILE GUIDE STRUCTURE FOR GROUND EXCAVATION, AND PILE INSTALLATION CONSTRUCTION METHOD USING SAME
Europäisches Patentamt | 2018
|Anti-slide pile excavation opening protection structure and construction method
Europäisches Patentamt | 2024
|Europäisches Patentamt | 2022
|Europäisches Patentamt | 2023
|