GB1114935A - Improvements in or relating to piling - Google Patents
Improvements in or relating to pilingInfo
- Publication number
- GB1114935A GB1114935A GB2875165A GB2875165A GB1114935A GB 1114935 A GB1114935 A GB 1114935A GB 2875165 A GB2875165 A GB 2875165A GB 2875165 A GB2875165 A GB 2875165A GB 1114935 A GB1114935 A GB 1114935A
- Authority
- GB
- United Kingdom
- Prior art keywords
- section
- mandrel
- shell
- driving tube
- sections
- 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
- 239000004567 concrete Substances 0.000 abstract 3
- 239000011178 precast concrete Substances 0.000 abstract 1
- 230000002787 reinforcement Effects 0.000 abstract 1
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
- E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
- E02D5/523—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
-
- 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
- E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
- E02D5/385—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds with removal of the outer mould-pipes
-
- 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
- E02D5/66—Mould-pipes or other moulds
- E02D5/665—Mould-pipes or other moulds for making piles
Landscapes
- 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)
- General Engineering & Computer Science (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
1,114,935. Forming piles. B. GREEN 7 July, 1966 [7 July, 1965], No. 28751/65. Heading E1H. A precast concrete shell is inserted into a driven driving tube by supporting a first shell section 5 (Fig. 1), around a mandrel section 2 on a supporting unit 4 on the mandrel section, lowering the mandrel section with the shell section into the driving tube 1 until supported by a first cross pin 6 on the upper end of the driving tube, telescoping the nose of a second mandrel section 11 (Fig. 2) into the first and pinning them together above the cross pin, locating a further shell section 15 around the second mandrel section, supporting the mandrel sections from a second cross pin 10 in the second mandrel section above the second shell section, removing the first cross pin 6 and lowering the second shell section 15 on to the first 5 to be supported thereby lowering the two mandrel sections 11, 3 and supported shell sections 15, 5 until supported on the upper end of the driving tube by the second cross pin 10, repeating the cycle of operations to add mandrel and shell sections until the lower end of the first mandrel section 3 reaches a pile shoe 2 at the bottom of the driving tube, and the shell is of the required length, releasing the supporting unit 4 from the first mandrel section and then withdrawing the mandrel sections and the driving tube. The unit 4 may comprise a disc of concrete (Fig. 6, not shown) having a ring in its surface for engaging a hook pivotally mounted in the first mandrel section and spring loaded to disengage when the unit contacts the shoe 2. Concrete may be poured into the shell before or after withdrawing the driving tube, the upper part of the concrete being reinforced by reinforcements.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB2875165A GB1114935A (en) | 1965-07-07 | 1965-07-07 | Improvements in or relating to piling |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB2875165A GB1114935A (en) | 1965-07-07 | 1965-07-07 | Improvements in or relating to piling |
Publications (1)
Publication Number | Publication Date |
---|---|
GB1114935A true GB1114935A (en) | 1968-05-22 |
Family
ID=10280545
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB2875165A Expired GB1114935A (en) | 1965-07-07 | 1965-07-07 | Improvements in or relating to piling |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB1114935A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5542784A (en) * | 1991-06-12 | 1996-08-06 | Atlas Copco Berema Aktiebolag | Method and means for driving pipes into the ground and cartridge used therefor and for subsequent pipe blasting |
-
1965
- 1965-07-07 GB GB2875165A patent/GB1114935A/en not_active Expired
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5542784A (en) * | 1991-06-12 | 1996-08-06 | Atlas Copco Berema Aktiebolag | Method and means for driving pipes into the ground and cartridge used therefor and for subsequent pipe blasting |
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