JPS57123324A - Pile foundation work - Google Patents
Pile foundation workInfo
- Publication number
- JPS57123324A JPS57123324A JP599381A JP599381A JPS57123324A JP S57123324 A JPS57123324 A JP S57123324A JP 599381 A JP599381 A JP 599381A JP 599381 A JP599381 A JP 599381A JP S57123324 A JPS57123324 A JP S57123324A
- Authority
- JP
- Japan
- Prior art keywords
- pile
- end part
- bowl
- cross sectional
- concrete
- Prior art date
- Legal status (The legal status 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 status listed.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/34—Foundations for sinking or earthquake territories
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
Abstract
PURPOSE:To prevent the breadown of a pile by earthquake by sufficiently enlarging the upper end part of an iron bar cagebuilt in concrete pile. CONSTITUTION:As usual, a pile 1 in which an iron bar cage 3 of the same cross sectional area through out its whole length is built is manufactured. Then, soil on the peripheral area of the upper end of the pile is removed, and a bowl- shaped surrounding plate 4 without bottom is set. And, concrete is poured into the bowl-shaped surrounding plate 4 in such a way as to make it contact with the upper end part of the pile 1 to form an expanded head part 2 of a given cross sectional area. Also, the upper end part of the pile 1 is integrally buried under a foundation slab B to reinforce the upper end part of the pile 1 in the foundation slab B.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP599381A JPS57123324A (en) | 1981-01-20 | 1981-01-20 | Pile foundation work |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP599381A JPS57123324A (en) | 1981-01-20 | 1981-01-20 | Pile foundation work |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS57123324A true JPS57123324A (en) | 1982-07-31 |
Family
ID=11626306
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP599381A Pending JPS57123324A (en) | 1981-01-20 | 1981-01-20 | Pile foundation work |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS57123324A (en) |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5179914A (en) * | 1974-12-31 | 1976-07-12 | Tokyo Kenki Kogyo Kk | Ikeibashochikuini okeru hokyoyotetsukinno setsuzokusochi |
JPS5536592A (en) * | 1979-07-23 | 1980-03-14 | Seiji Nakazono | Construction method for cast-in-place differential- diameter pile |
-
1981
- 1981-01-20 JP JP599381A patent/JPS57123324A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5179914A (en) * | 1974-12-31 | 1976-07-12 | Tokyo Kenki Kogyo Kk | Ikeibashochikuini okeru hokyoyotetsukinno setsuzokusochi |
JPS5536592A (en) * | 1979-07-23 | 1980-03-14 | Seiji Nakazono | Construction method for cast-in-place differential- diameter pile |
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