Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
DESIGN METHOD OF UNDERGROUND STRUCTURE, CONSTRUCTION METHOD OF UNDERGROUND STRUCTURE AND UNDERGROUND STRUCTURE
To provide an underground structure having an earth retaining member, and reduced in cost and a construction period required for a bar arrangement step by omitting the bar arrangement amount or omitting bars.SOLUTION: In a design method of an underground structure including an earth retaining member installed along a wall face of a vertical shaft formed by excavating the ground, an inside solidification material filled inside the earth retaining member, and an outside solidification material filled between the earth retaining member and the wall face of the vertical shaft, an earth retaining member as a reinforcement member of a structure formed by the inside solidification material and the outside solidification material is taken into consideration.SELECTED DRAWING: Figure 1
【課題】土留部材を有する地中構造物において、鉄筋の配筋量を減らす、または鉄筋を省略することによって、配筋工程にかかるコストの節減および工期の短縮を可能にする。【解決手段】地盤を掘削して形成された立坑の壁面に沿って設置される土留部材と、土留部材の内側に充填される内側固化材料と、土留部材と立坑の壁面との間に充填される外側固化材料とを含む地中構造物の設計方法において、内側固化材料および外側固化材料によって形成される構造体の補強部材として土留部材を考慮する、地中構造物の設計方法が提供される。【選択図】図１
DESIGN METHOD OF UNDERGROUND STRUCTURE, CONSTRUCTION METHOD OF UNDERGROUND STRUCTURE AND UNDERGROUND STRUCTURE
To provide an underground structure having an earth retaining member, and reduced in cost and a construction period required for a bar arrangement step by omitting the bar arrangement amount or omitting bars.SOLUTION: In a design method of an underground structure including an earth retaining member installed along a wall face of a vertical shaft formed by excavating the ground, an inside solidification material filled inside the earth retaining member, and an outside solidification material filled between the earth retaining member and the wall face of the vertical shaft, an earth retaining member as a reinforcement member of a structure formed by the inside solidification material and the outside solidification material is taken into consideration.SELECTED DRAWING: Figure 1
【課題】土留部材を有する地中構造物において、鉄筋の配筋量を減らす、または鉄筋を省略することによって、配筋工程にかかるコストの節減および工期の短縮を可能にする。【解決手段】地盤を掘削して形成された立坑の壁面に沿って設置される土留部材と、土留部材の内側に充填される内側固化材料と、土留部材と立坑の壁面との間に充填される外側固化材料とを含む地中構造物の設計方法において、内側固化材料および外側固化材料によって形成される構造体の補強部材として土留部材を考慮する、地中構造物の設計方法が提供される。【選択図】図１
DESIGN METHOD OF UNDERGROUND STRUCTURE, CONSTRUCTION METHOD OF UNDERGROUND STRUCTURE AND UNDERGROUND STRUCTURE
地中構造物の設計方法、地中構造物の施工方法および地中構造物
ABE YUKIO (Autor:in) / OTAKA NORIHIRO (Autor:in) / HARADA TAKEO (Autor:in)
27.05.2021
Patent
Elektronische Ressource
Japanisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
| Europäisches Patentamt | 2024
CONSTRUCTION METHOD OF UNDERGROUND STRUCTURE AND UNDERGROUND STRUCTURE
| Europäisches Patentamt | 2023
CONSTRUCTION METHOD OF UNDERGROUND STRUCTURE, AND UNDERGROUND STRUCTURE
| Europäisches Patentamt | 2018
UNDERGROUND STRUCTURE AND CONSTRUCTION METHOD OF UNDERGROUND STRUCTURE
| Europäisches Patentamt | 2017
CONSTRUCTION METHOD OF UNDERGROUND STRUCTURE, AND UNDERGROUND STRUCTURE
| Europäisches Patentamt | 2022