GB493806A - Improvements in or relating to the construction of underground walls in concrete or other similar materials - Google Patents
Improvements in or relating to the construction of underground walls in concrete or other similar materialsInfo
- Publication number
- GB493806A GB493806A GB2465337A GB2465337A GB493806A GB 493806 A GB493806 A GB 493806A GB 2465337 A GB2465337 A GB 2465337A GB 2465337 A GB2465337 A GB 2465337A GB 493806 A GB493806 A GB 493806A
- Authority
- GB
- United Kingdom
- Prior art keywords
- tube
- concrete
- tubes
- sunk
- relating
- 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
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
Abstract
493,806. Piles. NEELANDS, A. R., and HERROD, H. Sept. 9, 1937, No. 24653. [Class 68 (ii)] A continuous underground concrete wall is constructed by sinking a series of temporary guide tubes A, C open at botl ends, the earth inside the tube being excavated while the tube is being sunk, after which con crete D or similar material is introduced and subjected to fluid pressure or rammed, a second tube in close proximity to the first being sunk before the first tube is entirely withdrawn and a third tube being sunk before or after the insertion of concrete through the second tube and so on, the arrangement being such that the concrete in successive holes is joined up. The excavation may be continued below the lower end of the tube. The concrete may be reinforced by tubes or bars, and the tubes may be used for the injection of liquid cement or like binding material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB2465337A GB493806A (en) | 1937-09-09 | 1937-09-09 | Improvements in or relating to the construction of underground walls in concrete or other similar materials |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB2465337A GB493806A (en) | 1937-09-09 | 1937-09-09 | Improvements in or relating to the construction of underground walls in concrete or other similar materials |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| GB493806A true GB493806A (en) | 1938-10-14 |
Family
ID=10215112
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| GB2465337A Expired GB493806A (en) | 1937-09-09 | 1937-09-09 | Improvements in or relating to the construction of underground walls in concrete or other similar materials |
Country Status (1)
| Country | Link |
|---|---|
| GB (1) | GB493806A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3197964A (en) * | 1959-12-24 | 1965-08-03 | Fehlmann | Method for making a reinforced concrete structure |
| CN101718093B (en) * | 2009-11-14 | 2011-01-26 | 青岛理工大学 | Static pressure type forming device and method for soil-cement underground curtain for cutting off water |
-
1937
- 1937-09-09 GB GB2465337A patent/GB493806A/en not_active Expired
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3197964A (en) * | 1959-12-24 | 1965-08-03 | Fehlmann | Method for making a reinforced concrete structure |
| CN101718093B (en) * | 2009-11-14 | 2011-01-26 | 青岛理工大学 | Static pressure type forming device and method for soil-cement underground curtain for cutting off water |
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