GB1022424A - Filling of pile shells with concrete - Google Patents
Filling of pile shells with concreteInfo
- Publication number
- GB1022424A GB1022424A GB477065A GB477065A GB1022424A GB 1022424 A GB1022424 A GB 1022424A GB 477065 A GB477065 A GB 477065A GB 477065 A GB477065 A GB 477065A GB 1022424 A GB1022424 A GB 1022424A
- Authority
- GB
- United Kingdom
- Prior art keywords
- shell
- slug
- concrete
- compact
- pile
- 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
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
- E02D15/04—Placing concrete in mould-pipes, pile tubes, bore-holes or narrow shafts
Landscapes
- Engineering & Computer Science (AREA)
- General 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)
- Piles And Underground Anchors (AREA)
Abstract
1,022,424. Piles. RAYMOND INTERNATIONAL Inc. Feb. 3, 1965, No. 4770/65. Heading E1H. A method for introducing concrete into a pile shell 11 (Figs. 1 and 5, not shown), after same has been installed in the earth and which is of such extensive depth that the rock of the concrete mixture, if poured in at the top, would become excessively segregated from the grout by reason of air turbulence in the shell, comprises first forming a compact slug of the concrete mixture at the upper end of the pile shell (by pouring the mixture 12 into a chamber 9), the slug being smaller than the shell in cross-section and being elongated with its lower end as formed at a region spaced from the bottom of the shell by a distance at least several times greater than the length of the slug; then releasing said slug (by opening gate 13 at bottom of chamber 9) and allowing same to drop while it remains as an integral compact mass (as at 14), to the bottom of the shell; and forming and dropping like successive compact slugs until the shell is filled to the desired depth.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB477065A GB1022424A (en) | 1965-02-03 | 1965-02-03 | Filling of pile shells with concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB477065A GB1022424A (en) | 1965-02-03 | 1965-02-03 | Filling of pile shells with concrete |
Publications (1)
Publication Number | Publication Date |
---|---|
GB1022424A true GB1022424A (en) | 1966-03-16 |
Family
ID=9783486
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB477065A Expired GB1022424A (en) | 1965-02-03 | 1965-02-03 | Filling of pile shells with concrete |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB1022424A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109098174A (en) * | 2018-09-18 | 2018-12-28 | 中国十九冶集团有限公司 | Excavating stake grouting method |
-
1965
- 1965-02-03 GB GB477065A patent/GB1022424A/en not_active Expired
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109098174A (en) * | 2018-09-18 | 2018-12-28 | 中国十九冶集团有限公司 | Excavating stake grouting method |
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