GB256150A - Improvements in the construction of concrete piles - Google Patents
Improvements in the construction of concrete pilesInfo
- Publication number
- GB256150A GB256150A GB723026A GB723026A GB256150A GB 256150 A GB256150 A GB 256150A GB 723026 A GB723026 A GB 723026A GB 723026 A GB723026 A GB 723026A GB 256150 A GB256150 A GB 256150A
- Authority
- GB
- United Kingdom
- Prior art keywords
- tube
- enlargements
- hole
- bore
- piles
- 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
- E02D5/54—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)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
256,150. Wolfsholz, A. March 16, 1926. Piles.-Concrete piles are made by forming a bore-hole having at intervals lateral extensions made by means of an earth-removing device, and filling in concrete under pressure. The extensions may be made by means of jets of fluid. Reinforcements may be provided in the extensions connected to the main reinforcements of the pile. The bore-hole is made by driving a tube 1, Fig. 1, and introducing a cutting-device comprising cutters 2 and levers 3. The tube 1 is raised slightly, and the cutters 2 are forced apart by the levers 3 while the whole device is rotated, producing an enlargement of the hole. The cutters being withdrawn and the loose soil removed, the tube 1 is driven deeper and a second enlarge. ment made, followed if desired by further enlargements. A single bladed cutting-device may be used, or a device consisting of a cone 8, Fig. 3, formed with grooves on its surface in which are mounted a number of chisels 9. A ram 10' slides on the rod supporting the cone 8 and drives the chisels downwardly and outwardly, so forming the enlargement. In forming the enlargements by jetting, a pipe provided with lateral openings is lowered and supplied with water under pressure. When complete, the bore-hole is filled with concrete under pressure. Reinforcing members may be introduced into the central hole, but preferably articulated members 15, 16, Fig. 6, adapted to enter the enlargements are used. These members are introduced into the tube 1, and pressure put upon the rods 15. When the tube is withdrawn, the rods 16 are forced outwardly into the enlargements. A central clamp 19 is preferably provided, and. the joints 17, 23 are such as to allow limited movement only. Piles of varying diameter such as shown in Fig. 7 may be made by driving one tube 24 and a second tube 25 of lesser diameter driven to a greater depth, both bore holes being formed with enlargements 26, 27. Two systems of reinforcing members are used.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB723026A GB256150A (en) | 1926-03-16 | 1926-03-16 | Improvements in the construction of concrete piles |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB723026A GB256150A (en) | 1926-03-16 | 1926-03-16 | Improvements in the construction of concrete piles |
Publications (1)
Publication Number | Publication Date |
---|---|
GB256150A true GB256150A (en) | 1926-08-05 |
Family
ID=9829124
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB723026A Expired GB256150A (en) | 1926-03-16 | 1926-03-16 | Improvements in the construction of concrete piles |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB256150A (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1634388B1 (en) * | 1966-04-06 | 1970-05-27 | Hochstrasser Juergen | Borehole enlargement apparatus and method for enlargement drilling using the apparatus |
US3530675A (en) * | 1968-08-26 | 1970-09-29 | Lee A Turzillo | Method and means for stabilizing structural layer overlying earth materials in situ |
US4015433A (en) * | 1974-12-30 | 1977-04-05 | Mituo Shibata | Method for settling anchoring device in the ground |
GB2147039A (en) * | 1983-09-22 | 1985-05-01 | Hsiao Chi Lung | Interconnected cast in situ piles |
US4640649A (en) * | 1984-05-09 | 1987-02-03 | N.I.T. Co., Ltd. | Method and apparatus for forming an underground solidification structure |
JP2016079745A (en) * | 2014-10-21 | 2016-05-16 | 株式会社大林組 | Drilling method and construction method for cast-in-place pile |
-
1926
- 1926-03-16 GB GB723026A patent/GB256150A/en not_active Expired
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1634388B1 (en) * | 1966-04-06 | 1970-05-27 | Hochstrasser Juergen | Borehole enlargement apparatus and method for enlargement drilling using the apparatus |
US3530675A (en) * | 1968-08-26 | 1970-09-29 | Lee A Turzillo | Method and means for stabilizing structural layer overlying earth materials in situ |
US4015433A (en) * | 1974-12-30 | 1977-04-05 | Mituo Shibata | Method for settling anchoring device in the ground |
GB2147039A (en) * | 1983-09-22 | 1985-05-01 | Hsiao Chi Lung | Interconnected cast in situ piles |
US4640649A (en) * | 1984-05-09 | 1987-02-03 | N.I.T. Co., Ltd. | Method and apparatus for forming an underground solidification structure |
JP2016079745A (en) * | 2014-10-21 | 2016-05-16 | 株式会社大林組 | Drilling method and construction method for cast-in-place pile |
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