GB621975A - Improvements in sheet pile structures - Google Patents
Improvements in sheet pile structuresInfo
- Publication number
- GB621975A GB621975A GB35572/46A GB3557246A GB621975A GB 621975 A GB621975 A GB 621975A GB 35572/46 A GB35572/46 A GB 35572/46A GB 3557246 A GB3557246 A GB 3557246A GB 621975 A GB621975 A GB 621975A
- Authority
- GB
- United Kingdom
- Prior art keywords
- sheet pile
- balks
- partitions
- reinforced concrete
- embankment
- 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
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/02—Restraining of open water
- E02D19/04—Restraining of open water by coffer-dams, e.g. made of sheet piles
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)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
621,975. Walls. COUARD, A. F. E. Nov. 30, 1946, No. 35572. Convention date, March 1. [Class 68 (ii)] In a cellular sheet pile structure, the free end of the cell abutting an adjacent embankment &c., has a plane surface sufficiently rigid to withstand without deformation the thrust of the internal filling and the pull of the sheet pile surfaces attached to its ends. As shown, flexible sheet pile surfaces 1 are connected to transverse sheet pile partitions 2 spaced apart by an amount equal to the radius of the surfaces 1 so that the intersections are at 120 degrees. Where the structure abuts an embankment &c. 5, the sheet pile surfaces 6 are connected either to a sheet pile surface 12 supported by a stack of metal or reinforced concrete (e.g. prestressed) balks 7, or directly to anchorages at the ends of the balks 7 ; the balks 7 have locating holes 11 engaging vertical iron rods, and may vary in dimensions at different heights according to their loading. Alternatively, the rigid support may be of reinforced concrete cast in situ in sections or as a single block. The end surface may be tied to anchorage surfaces set in the structure, the tie rods passing through any partitions 2 which may intervene.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| FR621975X | 1946-03-01 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| GB621975A true GB621975A (en) | 1949-04-25 |
Family
ID=8985494
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| GB35572/46A Expired GB621975A (en) | 1946-03-01 | 1946-11-30 | Improvements in sheet pile structures |
Country Status (1)
| Country | Link |
|---|---|
| GB (1) | GB621975A (en) |
-
1946
- 1946-11-30 GB GB35572/46A patent/GB621975A/en not_active Expired
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