GB749979A - Improved pile anchorage of submerged structures - Google Patents
Improved pile anchorage of submerged structuresInfo
- Publication number
- GB749979A GB749979A GB2784854A GB2784854A GB749979A GB 749979 A GB749979 A GB 749979A GB 2784854 A GB2784854 A GB 2784854A GB 2784854 A GB2784854 A GB 2784854A GB 749979 A GB749979 A GB 749979A
- Authority
- GB
- United Kingdom
- Prior art keywords
- pile
- sheath
- water
- subway
- 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
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/50—Anchored foundations
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/063—Tunnels submerged into, or built in, open water
- E02D29/067—Floating tunnels; Submerged bridge-like tunnels, i.e. tunnels supported by piers or the like above the water-bed
Landscapes
- Engineering & Computer Science (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)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
749,979. Subaqueous structures; piles. MAUNSELL, G. A. Sept. 27, 1954. No. 27848/54. Class 68(2) A structure such as a section of an underwater subway S is anchored to the bed of a river or estuary by pitching a pile P above the water level H, passing it through the water so as to pass through a hole which is preformed in the structure, thereafter passing the pile through water and into the ground K, the pile being subsequently rigidly connected to the structure and the portion which protrudes above the structure being cut off underwater. As shown the section S of a subway has galleries F, G in which men can work at atmospheric pressure: Each hole through which a pile is to pass is formed by a steel sheath T around which the concrete, such as that forming wall W, is cast. The pile P comprises a point V, which is driven in to the ground K by means of a drop hammer R operated by mechanism above water and a hollow tubular shank I. When the pile has been fully driven a rubber tube housed in a slot 7 in sheath T is inflated and grout passed from gallery F through a tube, not shown. into the small annular space between the pile P and sheath T. Gun propelled rivets may be used to secure sheath T and pile shank I before the grouting is done. Where each pile emerges from the roof of subway S, a diver burns off the projecting part thereof and the piles may subsequently be filled with concrete C as pile Q, a reinforcing cage being lowered into the pile before concreting if desired.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB2784854A GB749979A (en) | 1954-09-27 | 1954-09-27 | Improved pile anchorage of submerged structures |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB2784854A GB749979A (en) | 1954-09-27 | 1954-09-27 | Improved pile anchorage of submerged structures |
Publications (1)
Publication Number | Publication Date |
---|---|
GB749979A true GB749979A (en) | 1956-06-06 |
Family
ID=10266286
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB2784854A Expired GB749979A (en) | 1954-09-27 | 1954-09-27 | Improved pile anchorage of submerged structures |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB749979A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2394392A1 (en) * | 1976-07-20 | 1979-01-12 | Lamboley Gilbert | Hollow structure replacing thick-walled pressure vessel - has wall formed by concrete-filled reinforced steel shells for use in exploitation of underwater oil deposits |
FR2423592A1 (en) * | 1978-04-19 | 1979-11-16 | Emh | Piled column base platform for sea bed - has internal pile guides and ballast holders, with piles driven by hydraulic jacks acting on top |
US4273472A (en) * | 1978-02-20 | 1981-06-16 | Fmc Corporation | Apparatus for protecting subsea wells |
CN105544548A (en) * | 2014-04-25 | 2016-05-04 | 安徽省交通控股集团有限公司 | Hollow pipe column underwater pouring construction method |
CN111663523A (en) * | 2020-06-30 | 2020-09-15 | 北京城建北方集团有限公司 | Construction method of steel casing cast-in-place pile suitable for penetrating civil air defense structure |
-
1954
- 1954-09-27 GB GB2784854A patent/GB749979A/en not_active Expired
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2394392A1 (en) * | 1976-07-20 | 1979-01-12 | Lamboley Gilbert | Hollow structure replacing thick-walled pressure vessel - has wall formed by concrete-filled reinforced steel shells for use in exploitation of underwater oil deposits |
US4273472A (en) * | 1978-02-20 | 1981-06-16 | Fmc Corporation | Apparatus for protecting subsea wells |
FR2423592A1 (en) * | 1978-04-19 | 1979-11-16 | Emh | Piled column base platform for sea bed - has internal pile guides and ballast holders, with piles driven by hydraulic jacks acting on top |
CN105544548A (en) * | 2014-04-25 | 2016-05-04 | 安徽省交通控股集团有限公司 | Hollow pipe column underwater pouring construction method |
CN111663523A (en) * | 2020-06-30 | 2020-09-15 | 北京城建北方集团有限公司 | Construction method of steel casing cast-in-place pile suitable for penetrating civil air defense structure |
CN111663523B (en) * | 2020-06-30 | 2021-07-20 | 北京城建北方集团有限公司 | Construction method of steel casing cast-in-place pile suitable for penetrating civil air defense structure |
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