GB628795A - Improvements in or relating to piles - Google Patents
Improvements in or relating to pilesInfo
- Publication number
- GB628795A GB628795A GB2784547A GB2784547A GB628795A GB 628795 A GB628795 A GB 628795A GB 2784547 A GB2784547 A GB 2784547A GB 2784547 A GB2784547 A GB 2784547A GB 628795 A GB628795 A GB 628795A
- Authority
- GB
- United Kingdom
- Prior art keywords
- point
- concrete
- tube
- stem
- 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.)
- Expired
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/24—Placing by using fluid jets
-
- 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
- E02D5/24—Prefabricated piles
- E02D5/32—Prefabricated piles with arrangements for setting or assisting in setting in position by fluid jets
-
- 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
- E02D5/54—Piles with prefabricated supports or anchoring parts; Anchoring 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)
Abstract
628,795. Piles. IONIDES, I. A. (Swann, P., and Sung, R. H. L. Oct. 17, 1947, No. 27845. [Class 68 (ii)] A pile comprises a concrete stem 1 containing a passage down which concrete is forced into a flexible bag 8 which extends laterally and forms a footing for the pile. By giving the canvas bag a suitable shape, the dimensions of the concrete foundation can be predetermined. The steel point 3, separable from the stem, has a central passage 5, communicating with openings 4, through which water may be forced to displace the material in which the pile is sunk. A tube 6 communicating with the passages 4, 5 has right-hand threads for its various joints and a quick pitch left-hand thread where it is screwed into the point 3. A clamp at the top of the tube 6 positions the tube relatively to the pile and maintains the point 3 in position. The flexible canvas bag 8 is contained in a metal housing 7 fixed to the body of the stem. The stem is provided with recesses 10 wherein slidable stop rods 9 with enlarged heads 11 at the upper ends, engaging the collars 17, are fixed at their lower ends in bushes 12 in the point 3. When the pile has been sunk to the required depth, water is forced through the tube 6 to form a cavity around the point. The water tube 6 is then unscrewed and partially withdrawn from the point which is prevented from turning by lugs 13 engaging recesses in the housing 7. Concrete is then pumped down the tube 6 and into the canvas bag 8 which expands to form a concrete-footing 14, the amount by which the stem and point are separated being limited by the enlarged heads 11. The water channels in the point portion are sealed by a soft plug 15 before insertion of the concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB2784547A GB628795A (en) | 1947-10-17 | 1947-10-17 | Improvements in or relating to piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB2784547A GB628795A (en) | 1947-10-17 | 1947-10-17 | Improvements in or relating to piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| GB628795A true GB628795A (en) | 1949-09-05 |
Family
ID=10266234
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| GB2784547A Expired GB628795A (en) | 1947-10-17 | 1947-10-17 | Improvements in or relating to piles |
Country Status (1)
| Country | Link |
|---|---|
| GB (1) | GB628795A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2443010A1 (en) * | 1978-11-29 | 1980-06-27 | Petroles Cie Francaise | METHOD FOR FIXING A SUBMERSIBLE PIPELINE BASED ON A SEA BOTTOM AS WELL AS DEVICES FOR IMPLEMENTING THIS METHOD |
| EP0079875B1 (en) * | 1981-11-16 | 1986-02-12 | Bo Torbjörn Skogberg | Expansion body |
| US4813816A (en) * | 1984-04-06 | 1989-03-21 | Simanjuntak Johan H | Driven pile with transverse broadening in situ |
| CN113323052A (en) * | 2021-02-09 | 2021-08-31 | 南京工业大学 | High-pressure water jet pile forming device suitable for special-shaped cast-in-place pile and construction method |
| CN115655246A (en) * | 2022-12-09 | 2023-01-31 | 国网甘肃省电力公司兰州供电公司 | Digital three-dimensional electric power survey mark pile and installation method thereof |
-
1947
- 1947-10-17 GB GB2784547A patent/GB628795A/en not_active Expired
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2443010A1 (en) * | 1978-11-29 | 1980-06-27 | Petroles Cie Francaise | METHOD FOR FIXING A SUBMERSIBLE PIPELINE BASED ON A SEA BOTTOM AS WELL AS DEVICES FOR IMPLEMENTING THIS METHOD |
| EP0079875B1 (en) * | 1981-11-16 | 1986-02-12 | Bo Torbjörn Skogberg | Expansion body |
| US4813816A (en) * | 1984-04-06 | 1989-03-21 | Simanjuntak Johan H | Driven pile with transverse broadening in situ |
| CN113323052A (en) * | 2021-02-09 | 2021-08-31 | 南京工业大学 | High-pressure water jet pile forming device suitable for special-shaped cast-in-place pile and construction method |
| CN115655246A (en) * | 2022-12-09 | 2023-01-31 | 国网甘肃省电力公司兰州供电公司 | Digital three-dimensional electric power survey mark pile and installation method thereof |
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