EP1019584A1 - Screw pile anchor - Google Patents
Screw pile anchorInfo
- Publication number
- EP1019584A1 EP1019584A1 EP98943577A EP98943577A EP1019584A1 EP 1019584 A1 EP1019584 A1 EP 1019584A1 EP 98943577 A EP98943577 A EP 98943577A EP 98943577 A EP98943577 A EP 98943577A EP 1019584 A1 EP1019584 A1 EP 1019584A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- shaft
- screw pile
- pile anchor
- flyte
- stabilizing assembly
- 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.)
- Withdrawn
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/14—Geometrical or physical properties resilient or elastic
- E02D2200/143—Geometrical or physical properties resilient or elastic helically or spirally shaped
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0026—Metals
- E02D2300/0029—Steel; Iron
-
- 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
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/80—Ground anchors
- E02D5/801—Ground anchors driven by screwing
Definitions
- THIS INVENTION relates to a screw pile anchor.
- anchor is particularly suitable for, but not limited to, supporting
- screw pile anchors eg., of the type
- ground engaging end is provided
- the pile anchor is rotatably driven into the ground.
- Such pile anchors may only have a low lateral stability
- a collar and are operable to compress the ground down onto the helical
- the present invention resides in a
- stabilizing assembly for a screw pile anchor of the type having a shaft with at least one helical screw or flyte at or adjacent a ground
- the stabilizing assembly including:
- At least one collar or plate rotatably mountable on the
- the stabilizing assembly providing resistance
- the stabilizing assembly is mounted.
- the fins extend substantially radially to the
- the fins may be curved, S-shaped or other shape in
- the fins may extend from a single collar rotatably
- the lower edges of the fins are inclined to the
- one or more bolts are provided on the fins,
- the present invention resides in a
- screw pile anchor including:
- a stabilizing assembly having at least one collar or plate
- the stabilizing assembly providing
- the screw pile anchor may be provided with two or more screws
- a cable entry slot is provided in the wall of the
- the present invention resides in a method of coupling respective portions of a tubular shaft of a screw
- the one end of the one portion has a first coupling zone
- the present invention resides in a
- the one end of the one portion has a first coupling zone
- the present invention resides in a helical
- flyte of a screw pile anchor including:
- the leading and trailing portions of the flyte plates may be identical to each other.
- flanges may be formed integrally with the flyte plates to enable
- plates may be formed integrally from a single piece of sheet metal.
- FIG. 1 is a view of a typical installation of a lighting
- FIG. 2 is a perspective (exploded) view of the mounting
- FIG. 3 is a perspective view of the screw pile anchor of
- FIGS. 4 and 5 are perspective views of second and third embodiments of the screw pile anchor
- FIG . 6 is a plan view illustrating how the stabilizing
- FIG. 7 is a sectional side view corresponding to FIG. 6;
- FIG . 8 is a similar view to FIG. 7, the screw pile anchor
- FIG . 9 is an (exploded) perspective view of a fourth
- FIG. 1 0 is a perspective view of a first embodiment of the
- FIG. 1 1 is a sectional side view of a second embodiment
- FIG. 1 2 is a perspective view of a first embodiment of a
- FIG . 1 3 is a similar view of a second embodiment of the
- FIGS. 1 and 2 this shows a typical
- the screw pile anchor 1 0 has a tubular shaft 1 1
- a base plate 1 3 is welded (or otherwise fixed) to the upper end of the shaft 1 1 and may be provided with slots or recesses 14.
- the stabilizing assembly 30 has three, vertically spaced,
- Each fin 34, 35, 36, 37 has a lower, cutting edge 38
- a respective mounting bolt or stud 40 extends vertically
- each of the fins 34 to 37 may be
- the screw pile anchor 1 0 is provided
- a cable hole 52 is provided in a locating ring 33a, below
- the stabilizing assembly 1 30 only has three fins 1 34 to 1 36
- the lighting column assembly or other load to be supported is the lighting column assembly or other load to be supported.
- 234 to 237 are provided at 90° intervals and are bisected by a
- primary fins 234 are deeper and extend from the upper collar 231 to
- edges 238, 238a terminating in ground engaging points 239, 239a
- pile anchors 10, 1 10, 210 pull themselves into the ground until the
- the stabilizing assemblies 30, 1 30, 230 which have tended to rotate with
- cutting edges 238a will enable the secondary fins 234a to 237a to
- the rate of degree of resistance depends on
- resistance is provided by increasing the number of fins.
- FIG. 8 shows a modified embodiment of the screw pile
- the stabilizing assemblies 30 are provided at spaced intervals along the
- ground strata 66 of relatively higher mechanical strength.
- stabilizing assemblies 30 may be provided along the shaft
- cutting edges 38, 1 38, 238 (and 238a) have been shown to be downwardly inclined to the ground engaging points, 39, 1 39, 239
- the cutting edges 338a may be upwardly
- spaced collars 31 to 33, 1 31 to 1 33, 231 to 233 may be substituted
- assembly 330 as a kit for mounting on the tubular shaft of an existing
- screw pile anchor eg., of the type manufactured by A. B. Chance
- tubular shaft portions not especially adapted to receive the
- Locating rings 331 a and 333a are provided with locking
- tubular shaft portion 31 1 a has a first coupling zone 380
- tubular shaft portion 31 1 a is less than the angular inclination of the
- second coupling zone 381 eg., 5-1 5 °, more preferably 5-1 0° .
- complementary first zones 380, 390 enables a larger driving torque to
- secondary coupling zones 381 a, 31 9a may be inclined in the range of
- this illustrates a first embodiment of
- the helical flyte 320 is formed from two helical flyte
- Each plate 321 , 322 is
- helical plates 321 a, 322a are formed integrally (eg., by folding) from a
- flanges 324a and 325a enable the helical flyte 320a to be welded, brazed or otherwise fixed to the
- helical screw flytes 320, 320a illustrated in FIGS. 1 2 and 1 3 can be
- stabilizing assembly and shaft is approximately 50% more than the
- the stabilizing assembly can provide resistance to lateral
Landscapes
- Engineering & Computer Science (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)
- Structural Engineering (AREA)
- Piles And Underground Anchors (AREA)
- Foundations (AREA)
- Road Signs Or Road Markings (AREA)
- Joining Of Building Structures In Genera (AREA)
Applications Claiming Priority (7)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AUPO927297 | 1997-09-18 | ||
AUPO9272A AUPO927297A0 (en) | 1997-09-18 | 1997-09-18 | Screw pile anchor |
AU4361097 | 1997-10-29 | ||
AU43610/97A AU716414B2 (en) | 1996-10-29 | 1997-10-29 | Screw pile system |
AUPP034797 | 1997-11-13 | ||
AUPP0347A AUPP034797A0 (en) | 1997-11-13 | 1997-11-13 | Screw pile anchor |
PCT/AU1998/000782 WO1999014441A1 (en) | 1997-09-18 | 1998-09-18 | Screw pile anchor |
Publications (1)
Publication Number | Publication Date |
---|---|
EP1019584A1 true EP1019584A1 (en) | 2000-07-19 |
Family
ID=27154202
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP98943577A Withdrawn EP1019584A1 (en) | 1997-09-18 | 1998-09-18 | Screw pile anchor |
Country Status (10)
Country | Link |
---|---|
EP (1) | EP1019584A1 (id) |
JP (1) | JP2001516828A (id) |
CN (1) | CN1270649A (id) |
AU (1) | AU723287B2 (id) |
BR (1) | BR9815375A (id) |
CA (1) | CA2303932A1 (id) |
ID (1) | ID26275A (id) |
MY (1) | MY122066A (id) |
NZ (1) | NZ503878A (id) |
WO (1) | WO1999014441A1 (id) |
Families Citing this family (34)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB0300997D0 (en) * | 2003-01-16 | 2003-02-19 | Screw Fast Foundations Ltd | A screw pile |
EP1692346A4 (en) * | 2003-10-21 | 2010-03-10 | Michael Whitsett | RAMM DEVICE AND INSTALLATION METHOD |
NL1025013C2 (nl) * | 2003-12-12 | 2005-06-14 | Van Leeuwen Harmelen Bv Geb | Verankeringsamenstel. |
GB0407082D0 (en) * | 2004-03-30 | 2004-05-05 | Screw Fast Foundations Ltd | A screw pile and method of installation |
GB0426025D0 (en) * | 2004-11-26 | 2004-12-29 | Screwfast Foundations Ltd | A pile sleeve and a method of pile installation |
WO2007033413A1 (en) * | 2005-09-20 | 2007-03-29 | Stephen Mark Lewenhoff | Ground anchor |
JP2007120167A (ja) * | 2005-10-28 | 2007-05-17 | Daiwa House Ind Co Ltd | 側方張り出し鉛直板を備えた杭基礎の施工方法 |
NL1032188C2 (nl) * | 2006-07-17 | 2008-01-18 | P L J Bom Holding B V | Kas. |
GB0711903D0 (en) | 2007-06-20 | 2007-07-25 | Anchor Systems Europ Ltd | Post anchor |
GB2462090B (en) * | 2008-07-22 | 2012-05-16 | Hutchinson Engineering Ltd | Support structures |
JP5587583B2 (ja) * | 2009-10-02 | 2014-09-10 | Jfe建材株式会社 | アンカー |
NZ608710A (en) * | 2009-12-22 | 2014-07-25 | Minmetals Australia Pty Ltd | A coupling for interconnection of screw pile pipe components |
GB2479134A (en) * | 2010-03-29 | 2011-10-05 | Screwfast Foundations Ltd | Winged pile sleeve |
ES2400430B1 (es) * | 2011-03-08 | 2014-03-26 | Abengoa Solar New Technologies S.A. | Dispositivo y método para la cimentación al terreno de una estructura de soporte de colectores solares |
WO2013067584A1 (en) * | 2011-11-10 | 2013-05-16 | Blade Pile Manufacturing Pty Ltd | Improved screw pile |
US10352013B2 (en) | 2011-11-15 | 2019-07-16 | Stephen Kelleher | Ground mounting assembly |
US20140079491A1 (en) * | 2012-09-14 | 2014-03-20 | Clayton Leigh Foster | Ground engaging shaft |
EP3036377B1 (en) * | 2013-08-22 | 2018-08-22 | Goliathtech Inc. | Pile, pile head and connector therefor |
CN103723462B (zh) * | 2013-12-11 | 2017-02-08 | 宁夏中科天际防雷股份有限公司 | 一种便于焊合的搅龙 |
CN104532839B (zh) * | 2014-12-26 | 2016-06-29 | 国家电网公司 | 一种带全方位地锚盘的地锚 |
CN105544538B (zh) * | 2016-01-27 | 2018-03-23 | 中基天谷(宜昌)复合材料有限公司 | 一种自锁型管式地桩及埋设方法 |
DE102016201505B4 (de) * | 2016-02-01 | 2021-01-28 | Bayerische Motoren Werke Aktiengesellschaft | Ladesystem für ein Kraftfahrzeug mit elektrischem Antrieb mit einem Fundamentfuß |
CN105909936B (zh) * | 2016-05-09 | 2018-05-15 | 江苏大学 | 一种防倾倒防霜机固定支座 |
CN105782669B (zh) * | 2016-05-09 | 2018-05-22 | 江苏大学 | 一种底部带侧伸板的防霜机固定支座 |
WO2018076054A1 (en) * | 2016-10-26 | 2018-05-03 | IPHK Pty Ltd | A screw pile |
CN116667750A (zh) * | 2017-11-21 | 2023-08-29 | 斯蒂芬·凯莱赫 | 接地安装组件 |
RU2685519C1 (ru) * | 2018-05-22 | 2019-04-19 | Федеральное государственное бюджетное образовательное учреждение высшего образования "Санкт-Петербургский государственный архитектурно-строительный университет" | Винтовая свая |
RU184188U1 (ru) * | 2018-06-13 | 2018-10-18 | Федеральное государственное бюджетное образовательное учреждение высшего образования "Санкт-Петербургский государственный архитектурно-строительный университет" | Винтовая свая |
CN110700251A (zh) * | 2018-07-09 | 2020-01-17 | 夏尔特拉(北京)太阳能科技有限公司 | 一种螺旋桩及其施工方法 |
US11459714B2 (en) * | 2020-01-14 | 2022-10-04 | Vandorf GR1 Inc. | Guardrail post system |
CN112227813A (zh) * | 2020-08-31 | 2021-01-15 | 江西裕丰智能农业科技有限公司 | 一种立杆底座快速安装的装置 |
AU2021340899A1 (en) | 2020-09-14 | 2023-04-27 | Nextracker Llc | Support frames for solar trackers |
CN111980052B (zh) * | 2020-09-17 | 2022-05-06 | 甘肃省安装建设集团有限公司 | 一种电力施工桩基结构 |
RU202927U1 (ru) * | 2020-12-17 | 2021-03-15 | Общество с ограниченной ответственностью «Завод винтовых свай» | Винтовая свая |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3030634A1 (de) * | 1980-08-13 | 1982-03-11 | Klaus-Werner Dipl.-Ing. 2000 Hamburg Schirm | Erdanker |
SU983193A1 (ru) * | 1981-06-29 | 1982-12-23 | Брестский инженерно-строительный институт | Винтова сва |
SU1157164A1 (ru) * | 1983-10-03 | 1985-05-23 | Брестский инженерно-строительный институт | Винтова сва |
SU1201404A1 (ru) * | 1983-10-10 | 1985-12-30 | Брестский инженерно-строительный институт | Винтова сва |
US5240353A (en) * | 1992-11-25 | 1993-08-31 | Ayala Research Corporation | Anchor with deoperable screw |
GB9501534D0 (en) * | 1995-01-26 | 1995-03-15 | Rich Malcolm R | Ground fixing |
-
1998
- 1998-09-18 JP JP2000511967A patent/JP2001516828A/ja active Pending
- 1998-09-18 ID IDW20000734A patent/ID26275A/id unknown
- 1998-09-18 NZ NZ503878A patent/NZ503878A/xx unknown
- 1998-09-18 AU AU91466/98A patent/AU723287B2/en not_active Expired
- 1998-09-18 EP EP98943577A patent/EP1019584A1/en not_active Withdrawn
- 1998-09-18 CN CN 98809291 patent/CN1270649A/zh active Pending
- 1998-09-18 WO PCT/AU1998/000782 patent/WO1999014441A1/en not_active Application Discontinuation
- 1998-09-18 CA CA002303932A patent/CA2303932A1/en not_active Abandoned
- 1998-09-18 BR BR9815375-7A patent/BR9815375A/pt not_active Application Discontinuation
- 1998-09-18 MY MYPI9804295 patent/MY122066A/en unknown
Non-Patent Citations (1)
Title |
---|
See references of WO9914441A1 * |
Also Published As
Publication number | Publication date |
---|---|
CN1270649A (zh) | 2000-10-18 |
ID26275A (id) | 2000-12-14 |
NZ503878A (en) | 2000-09-29 |
WO1999014441A1 (en) | 1999-03-25 |
BR9815375A (pt) | 2000-11-21 |
CA2303932A1 (en) | 1999-03-25 |
JP2001516828A (ja) | 2001-10-02 |
AU723287B2 (en) | 2000-08-24 |
MY122066A (en) | 2006-03-31 |
AU9146698A (en) | 1999-04-05 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
17P | Request for examination filed |
Effective date: 20000414 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI NL PT SE |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION HAS BEEN WITHDRAWN |
|
18W | Application withdrawn |
Withdrawal date: 20010831 |