GB862703A - Improvements in concrete piles - Google Patents
Improvements in concrete pilesInfo
- Publication number
- GB862703A GB862703A GB38688/59A GB3868859A GB862703A GB 862703 A GB862703 A GB 862703A GB 38688/59 A GB38688/59 A GB 38688/59A GB 3868859 A GB3868859 A GB 3868859A GB 862703 A GB862703 A GB 862703A
- Authority
- GB
- United Kingdom
- Prior art keywords
- concrete
- cylinder
- mandrel
- casing
- modification
- 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
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
- E02D15/04—Placing concrete in mould-pipes, pile tubes, bore-holes or narrow shafts
-
- 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
- E02D5/48—Piles varying in construction along their length, i.e. along the body between head and shoe, e.g. made of different materials along their length
Abstract
862,703. Concrete piles. RAYMOND INTERNATIONAL Inc. Nov. 16, 1959 [March 17, 1959], No. 38688/59. Class 68(2). A concrete preparatory shell for a cast-in-situ pile is formed by driving into the ground a casing 32 and a mandrel 31, both resting on a driving shoe 33. Wet concrete is then poured into the space between the casing and mandrel, the casing is removed and a tapered cylinder 36 is driven along the mandrel to expand the concrete into contact with the walls of the hole. The cylinder 36 has a gasket 38 which wipes the mandrel clean, so that it can be removed and immediately re-used. The cylinder 36 is removed after the concrete has set and the central hole is filled with concrete. In a modification (Fig. 6) the cylinder 36 is replaced by a parallel or slightly tapered cylinder 45 with a ring 46 attached thereto, which forces the concrete 43 radially outwards as the cylinder 45 is drawn down over the mandrel 40. The ring 46 remains in the bore when the cylinder 45 is removed. In a second modification (Fig. 10) a cylinder 64 with a ring 65 formed at its lower end is positioned around the mandrel before the concrete is poured, and expansion of the concrete is effected by raising the cylinder 64. One or more vibrators may be used with this modification. In a third modification the method is used to construct a composite pile which comprises an upper concrete section 81 and metal sections 82 and 83. The metal sections 82 and 83 are secured to a driving ring 86 which carries a casing 87 and a tapered cylinder 88. The assembly is driven by a stepped mandrel 85 acted on through a helmet 90. Concrete 81 is placed either before or after driving and is supported until it sets by a tapered cylinder 88 so that the mandrel 85 may be removed for further use.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US862703XA | 1959-03-17 | 1959-03-17 |
Publications (1)
Publication Number | Publication Date |
---|---|
GB862703A true GB862703A (en) | 1961-03-15 |
Family
ID=22197433
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB38688/59A Expired GB862703A (en) | 1959-03-17 | 1959-11-16 | Improvements in concrete piles |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB862703A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3206935A (en) * | 1962-03-01 | 1965-09-21 | Raymond Int Inc | Methods and apparatus for producing cast-in-place shells and piles |
US5697734A (en) * | 1993-07-05 | 1997-12-16 | Beheersmaatschappij Verstraeten B.V. | Method for forming a foundation pile in the ground utilizing a prefabricated pile shaft |
CN103410141A (en) * | 2013-07-31 | 2013-11-27 | 鞍钢集团矿业公司 | Process for forming piles on mine dumping field |
CN112144515A (en) * | 2020-09-30 | 2020-12-29 | 河北昊锐基础工程有限公司 | Anti-collapse hole construction method for rotary digging pile |
-
1959
- 1959-11-16 GB GB38688/59A patent/GB862703A/en not_active Expired
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3206935A (en) * | 1962-03-01 | 1965-09-21 | Raymond Int Inc | Methods and apparatus for producing cast-in-place shells and piles |
US5697734A (en) * | 1993-07-05 | 1997-12-16 | Beheersmaatschappij Verstraeten B.V. | Method for forming a foundation pile in the ground utilizing a prefabricated pile shaft |
CN103410141A (en) * | 2013-07-31 | 2013-11-27 | 鞍钢集团矿业公司 | Process for forming piles on mine dumping field |
CN112144515A (en) * | 2020-09-30 | 2020-12-29 | 河北昊锐基础工程有限公司 | Anti-collapse hole construction method for rotary digging pile |
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