ATE16296T1 - PILES. - Google Patents
PILES.Info
- Publication number
- ATE16296T1 ATE16296T1 AT83300003T AT83300003T ATE16296T1 AT E16296 T1 ATE16296 T1 AT E16296T1 AT 83300003 T AT83300003 T AT 83300003T AT 83300003 T AT83300003 T AT 83300003T AT E16296 T1 ATE16296 T1 AT E16296T1
- Authority
- AT
- Austria
- Prior art keywords
- mandrel
- pile
- shoe
- ground
- interior
- Prior art date
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
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)
- Pharmaceuticals Containing Other Organic And Inorganic Compounds (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The method involves driving into the ground a mandrel (1) carrying a pile shoe (2) and pumping a cementitious mixture (4) into the hole through the interior of the mandrel (1) as it is being driven into the ground. The cementitious mixture (4) leaves the interior of the mandrel (1) and enters the annular gap between the mandrel (1) and the earth surface via one or more holes (34) located at or close to its lower end and generally just above the pile shoe (2). The mixture (4) is maintained at a positive pressure relative to its surroundings, and is allowed to set after the mandrel (1) has reached the desired depth and has been withdrawn leaving the shoe (2) behind. The driving rig need not have the bulk required to exert the massive pulling forces required in conventional piling systems where a temporary casing which has been driven tightly into the soil is withdrawn prior to completion of the pile.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB08201845A GB2113748B (en) | 1982-01-22 | 1982-01-22 | Piles |
EP83300003A EP0084921B1 (en) | 1982-01-22 | 1983-01-04 | Piles |
Publications (1)
Publication Number | Publication Date |
---|---|
ATE16296T1 true ATE16296T1 (en) | 1985-11-15 |
Family
ID=10527817
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
AT83300003T ATE16296T1 (en) | 1982-01-22 | 1983-01-04 | PILES. |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP0084921B1 (en) |
AT (1) | ATE16296T1 (en) |
DE (1) | DE3361079D1 (en) |
GB (2) | GB2113748B (en) |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6773208B2 (en) | 2002-12-17 | 2004-08-10 | Dewitt Wayne | Method for casting a partially reinforced concrete pile in the ground |
NL1029126C2 (en) * | 2005-05-25 | 2006-11-28 | Betonson B V | Application method for securing reinforcing band to hollow concrete pile, involves securing band around pile once concrete has set |
NL1031876C2 (en) * | 2005-05-25 | 2007-01-04 | Betonson B V | Securing reinforcing band around concrete pile, comprises securing band around set pile and then tightening or pressing it into place |
US7726913B1 (en) | 2007-08-15 | 2010-06-01 | David Sjogren | Method and apparatus for forming in ground piles |
CN109868815B (en) * | 2019-03-26 | 2024-02-02 | 中国石油大学(北京) | Shoe type submarine self-disposable self-elevating drilling platform pile shoe and drilling platform |
CN113605378A (en) * | 2021-08-13 | 2021-11-05 | 杭州通达集团有限公司 | Construction method of non-pull-out type half-sleeve retaining wall cast-in-situ bored pile |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1634470A1 (en) * | 1965-11-04 | 1970-10-29 | Mueller Ludwig | Foundation stake |
US3638433A (en) * | 1969-03-28 | 1972-02-01 | James L Sherard | Method and apparatus for forming structures in the ground |
US3851485A (en) * | 1972-04-14 | 1974-12-03 | J Steding | Method and apparatus for installing concrete piles |
US3925998A (en) * | 1974-07-22 | 1975-12-16 | Interpile Usa Inc | Method for forming cast-in-place caseless concrete piles |
US4152089A (en) * | 1977-07-07 | 1979-05-01 | Stannard George E | Method and apparatus for forming a cast-in-place support column |
GB1603425A (en) * | 1978-05-30 | 1981-11-25 | Bicc Ltd | Piles |
-
1982
- 1982-01-22 GB GB08201845A patent/GB2113748B/en not_active Expired
-
1983
- 1983-01-04 AT AT83300003T patent/ATE16296T1/en active
- 1983-01-04 GB GB08300058A patent/GB2117432A/en not_active Withdrawn
- 1983-01-04 DE DE8383300003T patent/DE3361079D1/en not_active Expired
- 1983-01-04 EP EP83300003A patent/EP0084921B1/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
EP0084921A1 (en) | 1983-08-03 |
DE3361079D1 (en) | 1985-12-05 |
GB8300058D0 (en) | 1983-02-09 |
GB2113748A (en) | 1983-08-10 |
EP0084921B1 (en) | 1985-10-30 |
GB2113748B (en) | 1985-07-10 |
GB2117432A (en) | 1983-10-12 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
ATE16296T1 (en) | PILES. | |
GB1465554A (en) | Method and apparatus for driving one or more pile members into the ground | |
AU8328687A (en) | Process for making a well | |
JPS55142835A (en) | Earth retaining method | |
JPS5516172A (en) | Excavation work method and apparatus for preventing landslide at ditch scooping | |
JPS5681719A (en) | Driving method of precast pile | |
DE936561C (en) | Procedure for sinking sheep | |
JPS5592425A (en) | Method and device for pile being driven into predigged hole | |
JPS5575020A (en) | Vibration-free pile burying | |
JPS5724725A (en) | Removing method for underground pile | |
JPS55111525A (en) | Method of construction of underground sheet pile wall | |
RU2141020C1 (en) | Process of deep compaction of soil | |
JPS554410A (en) | Earth retaining method | |
JPS573915A (en) | Method and apparatus for construction of reaction resistor body underground | |
GB1340355A (en) | Method and apparatus for making a bore hole in the ground | |
JPS5681718A (en) | Driving method of precast pile | |
SE8300036D0 (en) | SET AND DEVICE FOR PALAR EXTENSION | |
SU1057629A1 (en) | Manifold | |
SU800289A1 (en) | Method of erecting pile foundation on unsteady soil | |
JPS5733616A (en) | Forming method for steel pipe pile | |
US4440240A (en) | Method of making holes in the soil and apparatus for performing this method | |
JPS5639239A (en) | Hollow concrete block for afforestation | |
JPS5766230A (en) | Drawing work for steel material of landslide protection wall | |
JPS55105025A (en) | Pile driving method | |
JPS5673719A (en) | Laying method of hollow pile |