PATENTSCOPE will be unavailable a few hours for maintenance reason on Monday 03.02.2020 at 10:00 AM CET
Search International and National Patent Collections
Some content of this application is unavailable at the moment.
If this situation persists, please contact us atFeedback&Contact
1. (CN1254393) Method of arranging reinforcement in forming foundation of ground reinforcing type and foundation body

Office : China
Application Number: 97182184.4 Application Date: 12.05.1997
Publication Number: 1254393 Publication Date: 24.05.2000
Grant Number: 1174146 Grant Date: 03.11.2004
Publication Kind : C
Prior PCT appl.: Application Number:PCTJP1997001591 ; Publication Number:1998051868 Click to see the data
IPC:
E02D 27/50
E02D 5/54
E FIXED CONSTRUCTIONS
02
HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL-SHIFTING
D
FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
27
Foundations as substructures
32
Foundations for special purposes
50
Anchored foundations
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
54
Piles with prefabricated supports or anchoring parts; Anchoring piles
CPC:
B60Q 1/2665
B60Q 1/34
B60Q 11/007
B60R 1/1207
H05B 45/37
H05B 47/20
Applicants: Tokyo Electric Power Co.
东京电力株式会社
大日本土木株式会社
Inventors: Yoshii Sachio
吉井幸雄
Tanabe Shigeru
田边成
Iijima Masayoshi
饭岛政义
关野英男
Agents: he tengyun
中国国际贸易促进委员会专利商标事务所
Priority Data:
Title: (EN) Method of arranging reinforcement in forming foundation of ground reinforcing type and foundation body
(ZH) 在地基加强型基础形成中的加强件布置方法和基础体
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 extending radially from a foundation body, which is built by digging through a natural ground, being arranged at predetermined intervals in an axial direction, and fixed in an interior of the surrounding natural ground, are arranged to align in a direction of minimum principal strain of the natural ground in the natural ground near the foundation body when a lifting force is applied to the foundation body.
(ZH)

一种在形成地基加强型基础时布置加强件的方法,其中尤其是可以对上拉力产生大支持力,本发明还涉及一种基础体。许多根径向伸离通过挖掘天然地基(4)而形成的基础本体(2)的棒状加强件(3)等间距地轴向设置,它们被固定在周围的天然地基(4)内,如此布置这些加强件,即当对基础体(1)施加上拉力时,它们在天然地基(4)的最小主应变方向上对准了基础体(1)附近的天然地基(4)。


Also published as:
KR1020010012485US6435777JP3165450WO/1998/051868