JPS57197319A - Prefabricated pipe settling work - Google Patents
Prefabricated pipe settling workInfo
- Publication number
- JPS57197319A JPS57197319A JP7938881A JP7938881A JPS57197319A JP S57197319 A JPS57197319 A JP S57197319A JP 7938881 A JP7938881 A JP 7938881A JP 7938881 A JP7938881 A JP 7938881A JP S57197319 A JPS57197319 A JP S57197319A
- Authority
- JP
- Japan
- Prior art keywords
- pile
- steel pipe
- spiral
- weld bead
- concrete pile
- 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
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/56—Screw piles
Landscapes
- Engineering & Computer Science (AREA)
- Structural 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)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
PURPOSE:To prevent the breakage of concrete piles due to distortion by a method in which when a spiral steel pipe pile and a custom-made concrete pile are connected and settled, a cylinder of the same thickness as the height of a spiral weld bead is attached to the lower side face of the spiral steel pipe pile, and the spiral steel pipe pile is connected with the prefabricated pile and then settled. CONSTITUTION:A cylinder 5 having the same thickness as the height 4 of a spiral weld bead 3 is attached to the lower side face of a concrete pile 2 with an outer shell steel pipe, having the spiral weld bead 3 connected to a castom- made concrete pile 1, coaxially with the concrete pile 2 with the outer shell steel pipe. The pile 1 is penetrated into the ground, whereupon the ground area around the peripheral portion 7 of the concrete pile 2 becomes spaced or a rough texture and thereby the amount of tortional moment caused through the spiral weld bead in the ground can be much lessened.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7938881A JPS57197319A (en) | 1981-05-27 | 1981-05-27 | Prefabricated pipe settling work |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7938881A JPS57197319A (en) | 1981-05-27 | 1981-05-27 | Prefabricated pipe settling work |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS57197319A true JPS57197319A (en) | 1982-12-03 |
Family
ID=13688475
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7938881A Pending JPS57197319A (en) | 1981-05-27 | 1981-05-27 | Prefabricated pipe settling work |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS57197319A (en) |
-
1981
- 1981-05-27 JP JP7938881A patent/JPS57197319A/en active Pending
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