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 groundInfo
- 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
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.
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 (2)
| 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 |
| JP6742832B2 (en) * | 2016-06-20 | 2020-08-19 | 鹿島建設株式会社 | Method of constructing underground continuous wall and underground continuous wall |
-
1993
- 1993-12-14 JP JP5313854A patent/JP2529088B2/en not_active Expired - Fee Related
-
1994
- 1994-09-21 TW TW83108684A patent/TW250515B/en active
- 1994-12-14 CN CN 94119615 patent/CN1111001A/en active Pending
Also Published As
| Publication number | Publication date |
|---|---|
| JP2529088B2 (en) | 1996-08-28 |
| JPH07166537A (en) | 1995-06-27 |
| CN1111001A (en) | 1995-11-01 |
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