TW250515B - Precast concrete pile and an underground continuous wall constructed by em-bedding the concrete piles in the ground - Google Patents

Precast concrete pile and an underground continuous wall constructed by em-bedding the concrete piles in the ground

Info

Publication number
TW250515B
TW250515B TW83108684A TW83108684A TW250515B TW 250515 B TW250515 B TW 250515B TW 83108684 A TW83108684 A TW 83108684A TW 83108684 A TW83108684 A TW 83108684A TW 250515 B TW250515 B TW 250515B
Authority
TW
Taiwan
Prior art keywords
concrete pile
concave
convex
concrete
ground
Prior art date
Application number
TW83108684A
Other languages
Chinese (zh)
Inventor
Mitsuhiro Kunito
Original Assignee
Ask Kenkyusho Kk
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Ask Kenkyusho Kk filed Critical Ask Kenkyusho Kk
Application granted granted Critical
Publication of TW250515B publication Critical patent/TW250515B/en

Links

Landscapes

  • Bulkheads Adapted To Foundation Construction (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

A precast concrete pile utilized for constructing an underground continuous wall comprises a concrete-made rectangular hollow body having opposed end faces and opposed side faces. A thickness of the concrete pile is defined between the opposed end faces. One of the opposed side faces is formed in its substantially the entire area with a round concave. The other side face is formed on its substantially the entire area with a round convex. The convex is engaged into the concave of an adjacent concrete pile when embedding the concrete piles continuously in the ground. The concrete pile also comprises at least one cavity formed therein and metal-made reinforcements filled into spaces between the cavity and each of the opposed end faces. In particular, it is preferred that the convex has a radius of curvature which is a half or less of the thickness of the concrete pile and which is substantially equal to that of the concave, and also the concave has a central angle less than that of the convex such that one of adjacent concrete piles can pivot within a limited angle relative to the other concrete pile while keeping the engagement between the convex and concave.
TW83108684A 1993-12-14 1994-09-21 Precast concrete pile and an underground continuous wall constructed by em-bedding the concrete piles in the ground TW250515B (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5313854A JP2529088B2 (en) 1993-12-14 1993-12-14 Precast concrete structure buried in the ground and underground wall body in which the precast concrete structure is buried

Publications (1)

Publication Number Publication Date
TW250515B true TW250515B (en) 1995-07-01

Family

ID=18046310

Family Applications (1)

Application Number Title Priority Date Filing Date
TW83108684A TW250515B (en) 1993-12-14 1994-09-21 Precast concrete pile and an underground continuous wall constructed by em-bedding the concrete piles in the ground

Country Status (3)

Country Link
JP (1) JP2529088B2 (en)
CN (1) CN1111001A (en)
TW (1) TW250515B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5136270B2 (en) * 2007-08-03 2013-02-06 Jfeスチール株式会社 Synthetic friction pile construction method

Also Published As

Publication number Publication date
JPH07166537A (en) 1995-06-27
JP2529088B2 (en) 1996-08-28
CN1111001A (en) 1995-11-01

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