GB732494A - Improvements in or relating to concrete and the like piles - Google Patents
Improvements in or relating to concrete and the like pilesInfo
- Publication number
- GB732494A GB732494A GB3292252A GB3292252A GB732494A GB 732494 A GB732494 A GB 732494A GB 3292252 A GB3292252 A GB 3292252A GB 3292252 A GB3292252 A GB 3292252A GB 732494 A GB732494 A GB 732494A
- Authority
- GB
- United Kingdom
- Prior art keywords
- tube
- pile
- casing
- piles
- bed
- 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
- E02D27/00—Foundations as substructures
- E02D27/30—Foundations made with permanent use of sheet pile bulkheads, walls of planks, or sheet piling boxes
-
- 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
- E02D5/40—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds in open water
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)
- Bulkheads Adapted To Foundation Construction (AREA)
- Revetment (AREA)
Abstract
732,494. Piles. GAMMON (MALAYA), Ltd., and MURRAY, J. B. Dec. 16, 1953 [Dec. 30, 1952], No. 32922/52. Class 68(2). A method of casting piles in situ under conditions where water or some other liquid exists above the ground or bed, such as in the sea or in a river bed, consists in forming a column of material such as sand or earth D, Fig. 2, extending from the bed up to a level above the water level and of girth or cross-sectional area greater than that of the pile to be formed and in forming a pile E in situ .through the column D and - in the ground therebeneath. A driving tube with a detachable shoe B is driven into the sea or river bed, a seal consisting of mastic or hemp rope soaked in mastic being placed between the tube and shoe B to prevent water entering the tube. A casing C, which may consist of a circular tube or pipe or may be built up to circular or octagonal shape from sections of steel or timber, is lowered over the tube so as to extend from above the water level to a few feet into the sea bed. After the filling material D has been poured into the space between the driving tube and the casing C, a cast-in-situ pile E, having reinforcement F, is formed inside the tube, the latter being withdrawn. A cap G may be fitted to the top of the casing C before extracting the driving tube to prevent a coating of earth being extracted therewith. When the pile has hardened, the casing C is removed and the material D falls away. The casing of one pile may be braced to the casing of another or to a pile already formed or to temporary staging. In forming a continuous line of piles to carry a bridge pier, Fig. 5, an inner casing J and an outer one K are lowered a few feet into the sea bed, projections S forming guides for the driving tubes being provided on the opposing faces of the casings J, K. A driving tube T 1 is driven in the position M and a second tube T 2 is driven, touching tube T 1 , in the position N. After positioning a temporary partition L, filling material R is poured into the cavity between the tubes Ti, T 2 and the casing J, K. A pile is then formed at M, the driving tube T 1 being withdrawn and redriven at O. More filling material R is inserted, a pile formed at N and tube T 2 is withdrawn and redriven at P. Thus a complete circle of piles is formed. Alternatively the space between casings J, K is filled with material R and the tubes T 1 , T 2 are driven therethrough. The earth inside the ring of piles may be excavated and the cavity filled with concrete or stone and cement grout. In forming a line of piles for a sea or river wall, Fig. 7, the casings follow the required contour and are removed as the work proceeds and refixed further ahead. Two or more separate tubes such as T 1 , T 2 may be driven simultaneously or may be replaced by a single element having a similar shape. An intensively mixed cement grout such as prepared in a machine according to Specifications 536,444 or 694,117, [both in Group II], may be used in conjunction with the method of Specification 694,242.
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB3292252A GB732494A (en) | 1952-12-30 | 1952-12-30 | Improvements in or relating to concrete and the like piles |
MY5600033A MY5600033A (en) | 1952-12-30 | 1956-12-30 | Improvements in or relating to concrete and the like piles |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB3292252A GB732494A (en) | 1952-12-30 | 1952-12-30 | Improvements in or relating to concrete and the like piles |
Publications (1)
Publication Number | Publication Date |
---|---|
GB732494A true GB732494A (en) | 1955-06-22 |
Family
ID=10345994
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB3292252A Expired GB732494A (en) | 1952-12-30 | 1952-12-30 | Improvements in or relating to concrete and the like piles |
Country Status (2)
Country | Link |
---|---|
GB (1) | GB732494A (en) |
MY (1) | MY5600033A (en) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3164963A (en) * | 1960-09-23 | 1965-01-12 | Dolen O Talley | Apparatus for forming foundation members |
US3303244A (en) * | 1960-09-23 | 1967-02-07 | Dolen O Talley | Method for forming foundation members |
US3316723A (en) * | 1964-11-02 | 1967-05-02 | Myles H Schutte | Method and apparatus for forming foundation members |
US3402559A (en) * | 1966-09-26 | 1968-09-24 | Nippon Concrete Ind Co Ltd | Process of forming a large-diameter tubular pile foundation |
US3736757A (en) * | 1971-03-17 | 1973-06-05 | Raymond Int Inc | Cast-in-situ concrete piles |
US4165198A (en) * | 1976-09-07 | 1979-08-21 | Farmer Foundation Company | Method for forming pier foundation columns |
DE102010040332A1 (en) * | 2010-09-07 | 2012-03-08 | Gud Geotechnik Und Dynamik Deutschland Gmbh | Foundation element, particularly for wind power plant, comprises primary pillars and secondary pillars that extend in longitudinal extension direction parallel to primary pillars having traction element |
CN110565634A (en) * | 2019-09-06 | 2019-12-13 | 重庆中科建设(集团)有限公司 | Method for repeatedly constructing and utilizing ultra-long steel casing |
-
1952
- 1952-12-30 GB GB3292252A patent/GB732494A/en not_active Expired
-
1956
- 1956-12-30 MY MY5600033A patent/MY5600033A/en unknown
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3164963A (en) * | 1960-09-23 | 1965-01-12 | Dolen O Talley | Apparatus for forming foundation members |
US3303244A (en) * | 1960-09-23 | 1967-02-07 | Dolen O Talley | Method for forming foundation members |
US3316723A (en) * | 1964-11-02 | 1967-05-02 | Myles H Schutte | Method and apparatus for forming foundation members |
US3402559A (en) * | 1966-09-26 | 1968-09-24 | Nippon Concrete Ind Co Ltd | Process of forming a large-diameter tubular pile foundation |
US3736757A (en) * | 1971-03-17 | 1973-06-05 | Raymond Int Inc | Cast-in-situ concrete piles |
US4165198A (en) * | 1976-09-07 | 1979-08-21 | Farmer Foundation Company | Method for forming pier foundation columns |
DE102010040332A1 (en) * | 2010-09-07 | 2012-03-08 | Gud Geotechnik Und Dynamik Deutschland Gmbh | Foundation element, particularly for wind power plant, comprises primary pillars and secondary pillars that extend in longitudinal extension direction parallel to primary pillars having traction element |
DE102010040332B4 (en) * | 2010-09-07 | 2015-05-28 | Gud Geotechnik Und Dynamik Deutschland Gmbh | foundation element |
CN110565634A (en) * | 2019-09-06 | 2019-12-13 | 重庆中科建设(集团)有限公司 | Method for repeatedly constructing and utilizing ultra-long steel casing |
Also Published As
Publication number | Publication date |
---|---|
MY5600033A (en) | 1956-12-31 |
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