GB346573A - Improvements in or relating to the construction of piles or columns - Google Patents
Improvements in or relating to the construction of piles or columnsInfo
- Publication number
- GB346573A GB346573A GB1160730A GB1160730A GB346573A GB 346573 A GB346573 A GB 346573A GB 1160730 A GB1160730 A GB 1160730A GB 1160730 A GB1160730 A GB 1160730A GB 346573 A GB346573 A GB 346573A
- Authority
- GB
- United Kingdom
- Prior art keywords
- pile
- tube
- shoe
- concrete
- withdrawn
- 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.)
- Expired
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
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
- E02D5/385—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds with removal of the outer mould-pipes
-
- 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
- E02D5/50—Piles comprising both precast concrete portions and concrete portions cast in situ
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)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
346,573. Piles or columns. BRITISH STEEL PILING CO., Ltd. and HILEY, A., 54A, Parliament Street, London. April 11, 1930, No. 11607. [Class 68 (ii).] In making a composite pile or column, a tube is driven into the ground with a pointed shoe in front of it, and a lower pile portion is driven down so as to carry down further the shoe ; the tube is then filled with concrete and withdrawn by vertical vibratory movements. As shown, a tube A with a pointed shoe A3 is driven by a hammer, and a pile B, designed to form the bottom of the pile, is dropped into the tube A until a bolt B<1> traversing its upper end rests on the top end of the tube A, the lower end of the pile B being then some distance above the shoe A<3>. The pile is then slung by cords c<1> and hooks c<3>, the bolt B<1> is withdrawn, and the pile is gradually lowered until its end rests on the shoe A<3>. the annulus surrounding it being then filled with mortar previously placed in the tube A. The cords c<1> and hooks c<3> at the top end of the pile B are then disengaged and removed, and the pile B is rammed by means of a hammer and dolly. The shoe A<3> is pushed down, the pile B being guided by the rim A<4>, Fig. 8, and suitable distance-pieces elsewhere in the tube A. The dolly is then withdrawn from the tube A, into which is then placed a reinforcing-cage, and then concrete. The tube A is then extracted as described in Specification 197,430, [Class 68 (ii), Subaqueous buildings &c.], thus tamping the concrete. The parts A3, A<4> may be integral, or the part A may be integral with the tube A<1>, or the part A<3> may be in sections. The pile B may be of timber or reinforced concrete, or a steel tube filled with solidified concrete or steel sections.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB1160730A GB346573A (en) | 1930-04-11 | 1930-04-11 | Improvements in or relating to the construction of piles or columns |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB1160730A GB346573A (en) | 1930-04-11 | 1930-04-11 | Improvements in or relating to the construction of piles or columns |
Publications (1)
Publication Number | Publication Date |
---|---|
GB346573A true GB346573A (en) | 1931-04-16 |
Family
ID=9989342
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB1160730A Expired GB346573A (en) | 1930-04-11 | 1930-04-11 | Improvements in or relating to the construction of piles or columns |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB346573A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2557174A1 (en) * | 1983-12-27 | 1985-06-28 | Vyzk Ustav Inzhenerskikh | DEEP COMPACTION FOUNDATION, METHOD AND DEVICE FOR CARRYING OUT SAID METHOD |
-
1930
- 1930-04-11 GB GB1160730A patent/GB346573A/en not_active Expired
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2557174A1 (en) * | 1983-12-27 | 1985-06-28 | Vyzk Ustav Inzhenerskikh | DEEP COMPACTION FOUNDATION, METHOD AND DEVICE FOR CARRYING OUT SAID METHOD |
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