GB1507518A - Pile construction - Google Patents
Pile constructionInfo
- Publication number
- GB1507518A GB1507518A GB4158375A GB4158375A GB1507518A GB 1507518 A GB1507518 A GB 1507518A GB 4158375 A GB4158375 A GB 4158375A GB 4158375 A GB4158375 A GB 4158375A GB 1507518 A GB1507518 A GB 1507518A
- Authority
- GB
- United Kingdom
- Prior art keywords
- concrete
- pile
- pilehole
- oct
- level
- 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
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
Abstract
1507518 Casting concrete piles HIGGS & HILL Ltd 7 Oct 1976 [10 Oct 1975 27 April 1976] 41583/75 and 17126/76 Heading E1H A concrete pile is formed by introducing fluid concrete into a pilehole which may be lined by a sleeve, compacting the concrete and adjusting the level of the concrete, if necessary, so that when it sets the top surface of the pile is at a predetermined level, and constructing a pile cap directly on the top surface. Reinforcing bars 9 may be incorporated either before or after pouring the concrete and a former 3 comprising a metal ring 4 and steel members 5 having a hole 6 for accommodating a tommy bar may be used to ensure that the top of the pile is formed at the required level. Earth that falls on top of the concrete can be removed by an "L"- shaped scoop (Fig. 3 not shown) and the concrete may be levelled using a "T"-shaped tamper (Fig. 4 not shown). The pilehole may be bored by an auger or by drilling a steel former into the ground.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB4158375A GB1507518A (en) | 1975-10-10 | 1975-10-10 | Pile construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB4158375A GB1507518A (en) | 1975-10-10 | 1975-10-10 | Pile construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| GB1507518A true GB1507518A (en) | 1978-04-19 |
Family
ID=10420371
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| GB4158375A Expired GB1507518A (en) | 1975-10-10 | 1975-10-10 | Pile construction |
Country Status (1)
| Country | Link |
|---|---|
| GB (1) | GB1507518A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3343961A1 (en) * | 1983-12-06 | 1985-06-20 | Gkn Keller Gmbh, 6050 Offenbach | Method of producing piles or pile-like bodies |
| CN106545015A (en) * | 2015-09-17 | 2017-03-29 | 中国二十冶集团有限公司 | Karst Fissures region concrete filling pile pours anti-leaking method |
| CN114508097A (en) * | 2022-03-22 | 2022-05-17 | 中铁十一局集团有限公司 | Rotary drilling construction method for railway line slope pile foundation |
-
1975
- 1975-10-10 GB GB4158375A patent/GB1507518A/en not_active Expired
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3343961A1 (en) * | 1983-12-06 | 1985-06-20 | Gkn Keller Gmbh, 6050 Offenbach | Method of producing piles or pile-like bodies |
| CN106545015A (en) * | 2015-09-17 | 2017-03-29 | 中国二十冶集团有限公司 | Karst Fissures region concrete filling pile pours anti-leaking method |
| CN114508097A (en) * | 2022-03-22 | 2022-05-17 | 中铁十一局集团有限公司 | Rotary drilling construction method for railway line slope pile foundation |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PS | Patent sealed | ||
| PCNP | Patent ceased through non-payment of renewal fee |