EP0097525B1 - Piles - Google Patents
Piles Download PDFInfo
- Publication number
- EP0097525B1 EP0097525B1 EP83303569A EP83303569A EP0097525B1 EP 0097525 B1 EP0097525 B1 EP 0097525B1 EP 83303569 A EP83303569 A EP 83303569A EP 83303569 A EP83303569 A EP 83303569A EP 0097525 B1 EP0097525 B1 EP 0097525B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- pile
- members
- ground
- sharp
- piles
- 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
- 239000007788 liquid Substances 0.000 claims description 2
- 238000005728 strengthening Methods 0.000 abstract description 2
- 239000000463 material Substances 0.000 description 3
- 239000000945 filler Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
Images
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
- E02D5/54—Piles with prefabricated supports or anchoring parts; Anchoring piles
Definitions
- This invention relates to piles, that is pointed stakes, posts or like longitudinal members drivable into the ground for use as supports or strengthening members.
- An object of this invention is to increase the bearing load capacity of piles.
- a non-core pile 1 as shown in Figure 1, includes in its walls a plurality of evenly spaced holes. To the upper edge of each hole a sharp member is pivotally attached.
- the sharp members are moved through the holes by a hammer E or other heavy tool, which is passed through the pile and they are urged into the ground surrounding the pile, fixing the pile.
- the hammer E has a smaller outer diameter than the internal diameter of the pile.
- the sharp members are fin-shaped and comprise an attachment portion including a hole for receiving a bolt 7 via an elongate member having an end embedded in the edge of the corresponding aperture in the pile. Alternatively, the sharp members may be fixed on the inside wall of the pile.
- the sharp member further includes an arcuate sharp edge for cutting into the ground with a strengthened pointed portion 6.
- a hole A is made in the ground of slightly greater size than the pile and the pile is inserted into it, using a crib B, with the sharp members retracted.
- the hammer E is then employed to force the sharp members outwardly and into the surrounding ground.
- the interior of the pile is filled with liquid concrete C or similar filler material.
- Piles according to the invention have been tested and found to be very effective. Piles were inserted into the ground and left for three days. A load was applied to each pile and increased eight times at six hourly intervals following settlement of the pile.
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)
- Piles And Underground Anchors (AREA)
- Pharmaceuticals Containing Other Organic And Inorganic Compounds (AREA)
Abstract
Description
- This invention relates to piles, that is pointed stakes, posts or like longitudinal members drivable into the ground for use as supports or strengthening members.
- An object of this invention is to increase the bearing load capacity of piles.
- In the United States Patent 1,982,687 a pile of improved load bearing capacity is proposed in which members, in the form of prongs can be extended into the surrounding ground after the pile has been driven into the ground. The present invention which is defined in the claims appended hereto, represents an improvement in respect of the form of the extensible members.
- Tests have shown that these piles have improved bearing load capacity.
- Embodiment of this invention are described by way of example, with reference to the drawings, in which:
- Figure 1 is a sectional view through a pile according to this invention;
- Figure 2 is a front view of the device shown in Figure 1;
- Figure 3 is a side view of the device shown in Figure 2;
- Figure 4 is an exploded view of a sharp member used in the device shown in Figure 1;
- Figure 5 shows a hole into which a pile according to this invention may be inserted;
- Figures 6 to 8 show a cast-in-situ pile according to this invention; and
- ... Figure 9 is a perspective view of a modified form of the pile shown in Figure 1 according to this invention.
- A non-core pile 1, as shown in Figure 1, includes in its walls a plurality of evenly spaced holes. To the upper edge of each hole a sharp member is pivotally attached.
- The sharp members are moved through the holes by a hammer E or other heavy tool, which is passed through the pile and they are urged into the ground surrounding the pile, fixing the pile. The hammer E has a smaller outer diameter than the internal diameter of the pile.
- The sharp members are fin-shaped and comprise an attachment portion including a hole for receiving a bolt 7 via an elongate member having an end embedded in the edge of the corresponding aperture in the pile. Alternatively, the sharp members may be fixed on the inside wall of the pile. The sharp member further includes an arcuate sharp edge for cutting into the ground with a strengthened pointed portion 6.
- In use, a hole A is made in the ground of slightly greater size than the pile and the pile is inserted into it, using a crib B, with the sharp members retracted. The hammer E is then employed to force the sharp members outwardly and into the surrounding ground. Next, the interior of the pile is filled with liquid concrete C or similar filler material.
- Piles according to the invention have been tested and found to be very effective. Piles were inserted into the ground and left for three days. A load was applied to each pile and increased eight times at six hourly intervals following settlement of the pile.
-
- 1. Conventional pre-reinforced non-core pile:
- Pile diameter 1m
- Pile length 12m
- Maximum load 220 ton. (1 ton = 1.016 tonne)
- 2. Pile according to this invention:
- Pile diameter 1m
- Pile length 6m
- Maximum load 223 ton
- 3. Conventional pre-reinforced non-core pile:
- Pile diameter 1m
- Pile length 3m
- Maximum load 43 ton.
- 4. Pile accordiing to this invention:
- Pile diameter 1m
- Pile length 3m
- Maximum load 89 ton.
The maximum load is the load which corresponds to 1.5 cm of movement of the pile. Thus,result 2 shows that a pile according to this invention can bear about the same load as a conventional pile of twice its length. 0.5-0.56 of the bearing energy of a conventional pile is required for the same maximum load capacity. -
Claims (4)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT83303569T ATE22332T1 (en) | 1982-06-21 | 1983-06-21 | PILES. |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US39019982A | 1982-06-21 | 1982-06-21 | |
US390199 | 1982-06-21 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0097525A2 EP0097525A2 (en) | 1984-01-04 |
EP0097525A3 EP0097525A3 (en) | 1984-02-08 |
EP0097525B1 true EP0097525B1 (en) | 1986-09-17 |
Family
ID=23541513
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP83303569A Expired EP0097525B1 (en) | 1982-06-21 | 1983-06-21 | Piles |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP0097525B1 (en) |
AT (1) | ATE22332T1 (en) |
DE (1) | DE3366260D1 (en) |
GB (1) | GB2123067B (en) |
Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0157033B1 (en) * | 1984-04-06 | 1988-09-28 | Johan Hasiholan Simanjuntak | Driven pile with transverse broadening in situ |
US4889451A (en) * | 1984-04-06 | 1989-12-26 | Simanjuntak Johan H | Driven pile with transverse broadening in situ |
US4637757A (en) * | 1984-10-12 | 1987-01-20 | Chevron Research Company | Barbed anchor pile |
IL76557A0 (en) * | 1985-10-03 | 1986-02-28 | Lipsker Eng | Method relating to pile arrangement |
GB2414032B (en) * | 2004-05-11 | 2008-12-10 | Shire Structures Ltd | Improvements in or relating to piles |
CN104110027B (en) * | 2013-12-02 | 2016-01-13 | 华北水利水电大学 | Tool-type uplift pile |
NO346157B1 (en) * | 2020-09-14 | 2022-03-28 | Nader Hassavari | Anchor assembly |
CN114517473B (en) * | 2022-02-10 | 2023-03-28 | 江苏开放大学(江苏城市职业学院) | Prefabricated pipe pile capable of effectively enhancing bearing capacity in soft soil stratum and construction method thereof |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1982687A (en) * | 1931-05-29 | 1934-12-04 | James J O'brien | Pile |
FR1153746A (en) * | 1955-06-06 | 1958-03-20 | Braithwaite & Company Engineer | Flare base for foundations, especially for the establishment of piles |
GB861816A (en) * | 1957-06-04 | 1961-03-01 | Nicolas Kondratsky | Improvements in or relating to foundation piles and the like |
US3763655A (en) * | 1972-05-02 | 1973-10-09 | Lois Edwards | Piling with extendable anchor legs |
DE2436093A1 (en) * | 1974-07-24 | 1976-02-12 | Mannesmann Roehren Werke Ag | BUMP POST WITH ADAPTABLE SPREADERS |
-
1983
- 1983-06-21 EP EP83303569A patent/EP0097525B1/en not_active Expired
- 1983-06-21 GB GB08316822A patent/GB2123067B/en not_active Expired
- 1983-06-21 DE DE8383303569T patent/DE3366260D1/en not_active Expired
- 1983-06-21 AT AT83303569T patent/ATE22332T1/en not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
GB8316822D0 (en) | 1983-07-27 |
GB2123067A (en) | 1984-01-25 |
GB2123067B (en) | 1986-01-02 |
ATE22332T1 (en) | 1986-10-15 |
EP0097525A2 (en) | 1984-01-04 |
DE3366260D1 (en) | 1986-10-23 |
EP0097525A3 (en) | 1984-02-08 |
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Legal Events
Date | Code | Title | Description |
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PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
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PUAL | Search report despatched |
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