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Title:
PILE TYPE ARTIFICIAL GROUND
Document Type and Number:
Japanese Patent JP3671277
Kind Code:
B2
Abstract:

PURPOSE: To provide a large scale and stable artificial ground which is supported and constructed at a high elevation offshore or the like by means of a support pile to make effective use of a space.
CONSTITUTION: This invention relates to an artificial ground 1 which allows a ground to be supported on a high elevation with combined piles A and B which are formed by combining two diagonal piles 3. The two diagonal piles 3 which constitute the combined piles A and B are laid out in such a fashion that their pile heads may be placed in contact with each other at a similar angle and formed linearly in the shape of reversed V when viewed from a plane while each of the combined piles A and B lays out the diagonal piles 3 in such a fashion that they may be slanted by a specified angle with their procession crosswise. The relation between the combined piles A and B in their adjacent processions are designed so that they may be laid out at 180° symmetrically to each other. This construction makes it possible to resist against horizontal loads, such as seismic force to a satisfactory extent, thereby contributing to the construction of a high reliable artificial ground. A bending moment of the combined piles is arranged to be reduced.


Inventors:
Yoshio Suzuki
Nishi Nakagawa Go
Kawahara Hayashi Hideaki
Application Number:
JP31640894A
Publication Date:
July 13, 2005
Filing Date:
December 20, 1994
Export Citation:
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Assignee:
TAKENAKA CORPORATION
Takenaka Civil Engineering Co., Ltd.
International Classes:
E02B17/00; E02D29/09; E04H1/00; (IPC1-7): E02D29/09; E02B17/00
Domestic Patent References:
JP53108602A
JP51090707A
Attorney, Agent or Firm:
Masahiko Yamana



 
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