GB2397327A - Telescopic screw pile - Google Patents
Telescopic screw pile Download PDFInfo
- Publication number
- GB2397327A GB2397327A GB0400863A GB0400863A GB2397327A GB 2397327 A GB2397327 A GB 2397327A GB 0400863 A GB0400863 A GB 0400863A GB 0400863 A GB0400863 A GB 0400863A GB 2397327 A GB2397327 A GB 2397327A
- Authority
- GB
- United Kingdom
- Prior art keywords
- screwpile
- length
- lengths
- bolt holes
- sets
- 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.)
- Granted
Links
- 230000035515 penetration Effects 0.000 claims description 6
- 230000010006 flight Effects 0.000 description 5
- 239000011435 rock Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 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
-
- 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
- E02D5/56—Screw 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)
- Piles And Underground Anchors (AREA)
Abstract
A screwpile is formed from two lengths (10, 13) of tubing arranged in a telescopic relationship so that the effective length of the screwpile may be adjusted. Multiple sets of bolt holes (12) in the first length of tubing (10) can be aligned with bolt holes (18) in the second length of tubing (13) so that the two lengths of tubing (10, 13) may be bolted together to achieve the required length of the screwpile.
Description
À À À . . Àe Àe À e À À e À À À À À À À À À ÀÀ .
A SCREWPILE
THIS INVENTION concerns a screwpile of the kind used for ground anchorage and/or compressive resistance of objects such as masts and other structures where screwpiles are driven into the ground and serve to support the structure.
The height at the top of the finished pile is usually required to be at a predetermined level above ground.
When driving screwpiles into hard ground it is sometimes difficult to force the piles to a sufficiently deep level to achieve the desired height or alternatively it may be necessary to remove an upper section of the pile when further penetration is not possible.
In softer ground it would be necessary to add extra lengths of screwpile and to drive them deeper than required in order to obtain a firm anchorage.
À À À À . À c. À À À . ÀÀ À À À À . . . . À À À e. . À Both of these variations can cause disruption to the work on site and so it is an object of the present invention to provide an adjustable length screwpile to allow for unexpected variations in ground hardness.
According to the present invention there is provided a screwpile, comprising at least two lengths of screwpile axially aligned in telescopic relationship such that the effective length of the screwpile may be adjusted, and means to attach the lengths of screwpile together at a predetermined overall length.
The screwpile may have first and second lengths, the first length of screwpile having at least one helical flight on its outer surface to enable ground penetration thereby.
The second length of screwpile may have a drive plate for rotating the screwpile.
The first length of screwpile may have a plurality of sets of bolt holes for selective alignment with a corresponding set of bolt holes in the second length of screwpile.
À::: À e: :: :.
eae e À Àe *À À . À À Àe A third length of screwpile may be located between and aligned with the first and second lengths and have a plurality of sets of bolt holes for selective alignment with corresponding sets of bolt holes in the first and second screw piles.
An embodiment of the invention will now be described, by way of example only, with reference to the accompanying drawings, in which: Fig. 1 shows a first tubular length of screwpile; and Fig. 2 shows a second tubular length of screwpile with a drive plate mounted thereon.
Referring now to the drawings, a first tubular length of screwpile 10 carries, in its lower region, one or more helical flights 11 on its outer surface to enable ground penetration upon rotation of the screwpile.
In this example, the screwpile length 10 has four longitudinally spaced sets, each of three bolt holes 12 whose axes extend diametrically through the tubular screwpile. 4t
4 À t ' À À . À4 '.4 C lee . À 4 À . 1 Referring now to Fig. 2 a second tubular length 13 of screwpilehaving an inner diameter slightly in excess of the outer diameter of screwpile length 10, is attached at 14 and 15 by welding to a larger diameter tubular member 16 having a drive plate 17 at its upper end.
The screwpile length 13 has one set of three bolt holes 18 at its lower end.
In use, the first screwpile length 10 has its upper end inserted into the lower end of the second screwpile length 13 and the two lengths are arranged such that one set of bolt holes 12 (preferably below the uppermost set) and the bolt holes 18 are aligned so that three fixing bolts may be passed therethrough to attach the two screwpile lengths together. The drive plate 17 is rotated which causes rotation of the entire screwpile and, due to the helical flights 11, the screwpile may thus penetrate the ground. When penetration has reached almost the level of the aligned bolt holes 12 and 18, the fixing bolts may be removed, and the bolt holes 18 in the second screwpile length may then be aligned with one of the further (higher) sets of bolt holes 12 in the first screwpile length.
The screwpile continues to be driven into the ground until resistance is met at the lower end of the first screwpile length 10 at which e r 8 8 8 e# 8 8.. À 8 8 8 8 ee 866 8 e ed8 e e À e e 8. À eve c time the over all length of the screwpile may be adjusted to the required upper level by selecting the appropriate set of bolt holes 12 to be aligned with the bolt holes 18.
Typically, in many circumstances rock or very dense soils will occur at greater depths and so the first screwpile length 10 may have only one set of bolt holes 12 at its upper end. In this case, a third length of screwpile may be provided which is telescopically engagable with the first and second screwpiles and is located between them. In this case, the third screwpile length may have several longitudinally spaced sets of bolt holes similar to the bolt holes 12 in Fig. 1. Thus, the first and second screwpile lengths as illustrated may be telescopically adjustable with respect to the third screwpile length and the bolts inserted through the appropriate aligned sets of bolt holes.
The embodiment described and illustrated in the drawings is for use when boring into rock, the helical flights 11 being designed for that purpose. However, different configurations of helical flights may be provided as required.
Typically, the first and second screwpile lengths may be some 2m long each, with the sets of bolt holes 12 at 300mm spacing.
À: .ee: a: À : Bea:: :: Be: I. À. À It will be appreciated that in addition to enabling an installer to select the appropriate level for the upper end of the screwpile, since the screwpile consists of at least two axially aligned lengths, there is a considerable advantage when operating in areas of limited headroom when compared with a one-piece screwpile of sufficient length to obtain the necessary level of penetration.
As with standard screwpiles, the screwpile lengths described herein may be of galvanised steel, and the boring tip and helical flights may be chosen as required and in accordance with ground investigation carried out prior to installation.
In view of the adjustability in length of the screwpile the rotational torque may be applied at the lowest possible level thus to avoid any twisting of the screwpile lengths. In the event that the screwpile is to be removed the second screwpile length may be adjusted downwardly as the screwpile is progressively lifted from the ground. À À
Claims (6)
1. A screwpile comprising at least two lengths of screwpile axially aligned in telescopic relationship such that the effective length of the screwpile may be adjusted, and means to attach the lengths of screwpile together at a predetermined overall length.
2. A screwpile according to Claim 1, having first and second lengths, the first length of screwpile having at least one helical flight on its outer surface to enable ground penetration thereby.
3. A screwpile according to Claim 2, wherein the second length of screwpile has a drive plate for rotating the screwpile.
4. A screwpile according to Claim 2 or Claim 3, wherein the first length of screwpile has a plurality of sets of bolt holes for selective alignment with a corresponding set of bolt holes in the second length of screwpile.
À À À e À . . . . À . . . . . À .. . . . ...
À . . À À À
5. A screwpile according to any preceding claim, including three lengths of screwpile such that a third length may be located between and aligned with first and second lengths and having a plurality of sets of bolt holes for selective alignment with corresponding sets of bolt holes in the first and second screwpiles.
6. A screwpile substantially as hereinbefore described with reference to and as illustrated in the accompanying drawings.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB0300997A GB0300997D0 (en) | 2003-01-16 | 2003-01-16 | A screw pile |
Publications (3)
Publication Number | Publication Date |
---|---|
GB0400863D0 GB0400863D0 (en) | 2004-02-18 |
GB2397327A true GB2397327A (en) | 2004-07-21 |
GB2397327B GB2397327B (en) | 2005-08-24 |
Family
ID=9951263
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB0300997A Ceased GB0300997D0 (en) | 2003-01-16 | 2003-01-16 | A screw pile |
GB0400863A Expired - Fee Related GB2397327B (en) | 2003-01-16 | 2004-01-15 | A screwpile |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB0300997A Ceased GB0300997D0 (en) | 2003-01-16 | 2003-01-16 | A screw pile |
Country Status (1)
Country | Link |
---|---|
GB (2) | GB0300997D0 (en) |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102409671A (en) * | 2011-08-04 | 2012-04-11 | 广东保威新能源有限公司 | Spiral ground pile with adjustable column mounting height |
US8156695B2 (en) | 2007-06-20 | 2012-04-17 | Anchor Systems (Europe) Ltd. | Anchor post |
CN102493442A (en) * | 2011-12-16 | 2012-06-13 | 浙江博雷重型机床制造有限公司 | Spiral ground pile |
WO2012120174A1 (en) | 2011-03-08 | 2012-09-13 | Abengoa Solar New Technologies, S. A. | Device and method for laying the foundations of a solar collector supporting structure in the ground |
EP3219877A1 (en) | 2009-02-18 | 2017-09-20 | Anchor Systems (International) Limited | Anchor post |
RU187577U1 (en) * | 2018-11-08 | 2019-03-12 | Федеральное государственное казенное военное образовательное учреждение высшего образования "ВОЕННАЯ АКАДЕМИЯ МАТЕРИАЛЬНО-ТЕХНИЧЕСКОГО ОБЕСПЕЧЕНИЯ имени генерала армии А.В. Хрулева" | SCREW TELESCOPIC PILET FROM GLASS PIPES WITH SUPPORT HEADREST |
RU191864U1 (en) * | 2019-05-06 | 2019-08-26 | Федеральное государственное казенное военное образовательное учреждение высшего образования "ВОЕННАЯ АКАДЕМИЯ МАТЕРИАЛЬНО-ТЕХНИЧЕСКОГО ОБЕСПЕЧЕНИЯ имени генерала армии А.В. Хрулева" | HEAD TELESCOPIC SCREW PILING FROM GLASS PIPES FOR BUSH INVENTORY ICE CUTTER |
US11851840B1 (en) | 2022-12-15 | 2023-12-26 | John Lawrie, Inc. | Coupling for driven steel pipe piles and method of manufacturing same |
RU228064U1 (en) * | 2024-05-03 | 2024-08-14 | Дмитрий Иванович Щенников | Screw post, mainly for fencing |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
RU2769003C1 (en) * | 2021-07-09 | 2022-03-28 | Николай Сергеевич Мальцев | Extendable screw pile and method for its arrangement |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1999014441A1 (en) * | 1997-09-18 | 1999-03-25 | Steel Foundations Limited | Screw pile anchor |
-
2003
- 2003-01-16 GB GB0300997A patent/GB0300997D0/en not_active Ceased
-
2004
- 2004-01-15 GB GB0400863A patent/GB2397327B/en not_active Expired - Fee Related
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1999014441A1 (en) * | 1997-09-18 | 1999-03-25 | Steel Foundations Limited | Screw pile anchor |
Cited By (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US9003722B2 (en) | 2007-06-20 | 2015-04-14 | Anchor Systems (Europe) Ltd. | Anchor post |
US8156695B2 (en) | 2007-06-20 | 2012-04-17 | Anchor Systems (Europe) Ltd. | Anchor post |
US9677296B2 (en) | 2007-06-20 | 2017-06-13 | Anchor Systems (International) Limited | Anchor post |
US9151070B2 (en) | 2007-06-20 | 2015-10-06 | Anchor Systems (Europe) Ltd | Anchor post |
EP3219877A1 (en) | 2009-02-18 | 2017-09-20 | Anchor Systems (International) Limited | Anchor post |
EP2685008A4 (en) * | 2011-03-08 | 2014-09-10 | Abengoa Solar New Tech Sa | Device and method for laying the foundations of a solar collector supporting structure in the ground |
EP2685008A1 (en) * | 2011-03-08 | 2014-01-15 | Abengoa Solar New Technologies, S.A. | Device and method for laying the foundations of a solar collector supporting structure in the ground |
WO2012120174A1 (en) | 2011-03-08 | 2012-09-13 | Abengoa Solar New Technologies, S. A. | Device and method for laying the foundations of a solar collector supporting structure in the ground |
CN102409671A (en) * | 2011-08-04 | 2012-04-11 | 广东保威新能源有限公司 | Spiral ground pile with adjustable column mounting height |
CN102493442A (en) * | 2011-12-16 | 2012-06-13 | 浙江博雷重型机床制造有限公司 | Spiral ground pile |
RU187577U1 (en) * | 2018-11-08 | 2019-03-12 | Федеральное государственное казенное военное образовательное учреждение высшего образования "ВОЕННАЯ АКАДЕМИЯ МАТЕРИАЛЬНО-ТЕХНИЧЕСКОГО ОБЕСПЕЧЕНИЯ имени генерала армии А.В. Хрулева" | SCREW TELESCOPIC PILET FROM GLASS PIPES WITH SUPPORT HEADREST |
RU191864U1 (en) * | 2019-05-06 | 2019-08-26 | Федеральное государственное казенное военное образовательное учреждение высшего образования "ВОЕННАЯ АКАДЕМИЯ МАТЕРИАЛЬНО-ТЕХНИЧЕСКОГО ОБЕСПЕЧЕНИЯ имени генерала армии А.В. Хрулева" | HEAD TELESCOPIC SCREW PILING FROM GLASS PIPES FOR BUSH INVENTORY ICE CUTTER |
US11851840B1 (en) | 2022-12-15 | 2023-12-26 | John Lawrie, Inc. | Coupling for driven steel pipe piles and method of manufacturing same |
RU228064U1 (en) * | 2024-05-03 | 2024-08-14 | Дмитрий Иванович Щенников | Screw post, mainly for fencing |
Also Published As
Publication number | Publication date |
---|---|
GB2397327B (en) | 2005-08-24 |
GB0300997D0 (en) | 2003-02-19 |
GB0400863D0 (en) | 2004-02-18 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
PCNP | Patent ceased through non-payment of renewal fee |
Effective date: 20110115 |