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1. (KR1020010012485) METHOD OF ARRANGING REINFORCEMENT IN FORMING FOUNDATION OF GROUND REINFORCING TYPE AND FOUNDATION BODY

Office : Republic of Korea
Application Number: 1019997010440 Application Date: 12.11.1999
Publication Number: 1020010012485 Publication Date: 15.02.2001
Grant Number: 1003862230000 Grant Date: 02.06.2003
Publication Kind : B1
Prior PCT appl.: Application Number:PCTJP199701591 ; Publication Number:WO199851868 Click to see the data
IPC:
E02D 5/24
E FIXED CONSTRUCTIONS
02
HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL-SHIFTING
D
FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
5
Bulkheads, piles, or other structural elements specially adapted to foundation engineering
22
Piles
24
Prefabricated piles
Applicants: TOKYO ELECTRIC POWER COMPANY
DAI-NIPPON CONSTRUCTION
나수쇼우도꾜덴료꾸가부시끼가이샤
다이니뽄 도보꾸 가부시끼가이샤
Inventors: YOSHII YUKIO
요시이 유끼오
TANABE SHIGERU
다나베 시게루
IIJIMA MASAYOSHI
이이지마 마사요시
SEKINO HIDEO
세끼노 히데오
Agents: 주성민
안국찬
Priority Data:
Title: (EN) METHOD OF ARRANGING REINFORCEMENT IN FORMING FOUNDATION OF GROUND REINFORCING TYPE AND FOUNDATION BODY
(KO) 지반 보강형의 기초 형성에 있어서의 보강재의 배치 방법및 기초 부재
Abstract: front page image
(EN)

A method of arranging reinforcements in forming a foundation of ground reinforcing type, by which great bearing forces can be provided to particularly a lifting load, and a foundation body. A multiplicity of rod- shaped reinforcements (3) extending radially from a foundation body (2), which is built by digging through a natural ground (4), being arranged at predetermined intervals in an axial direction, and fixed in an interior of the surrounding natural ground (4), are arranged to align in a direction of minimum principal strain of the natural ground (4) in the natural ground (4) near the foundation body (1) when a lifting force is applied to the foundation body (1).

© KIPO & WIPO 2007


(KO) 본 발명은 특히 인양 하중에 대해 견고한 지지력을 얻을 수 있는 지반 보강형의 기초 형성에 있어서의 보강재의 배치 방법 및 기초 부재의 제공을 과제로 하고 있다. 지산(4)을 굴삭하여 축조한 기초 본체(2)로부터 방사 방향으로 연장되고, 또한 축 방향으로도 소정 간격을 두고 배치되고, 주위의 지산(4) 내부에 정착한 다수의 봉 형상의 보강재(3)를 기초 부재(1)에 인양력이 가해진 때의 기초 부재(1) 주변의 지산(4)의 최소 주 왜곡 방향으로 일치하도록 배치하고 있다.
Also published as:
US6435777JP3165450CN1254393WO/1998/051868