WO1998033997A1 - Förankrjngsanordning för långsträckt element t.ex. telefonstolpe - Google Patents
Förankrjngsanordning för långsträckt element t.ex. telefonstolpe Download PDFInfo
- Publication number
- WO1998033997A1 WO1998033997A1 PCT/SE1998/000125 SE9800125W WO9833997A1 WO 1998033997 A1 WO1998033997 A1 WO 1998033997A1 SE 9800125 W SE9800125 W SE 9800125W WO 9833997 A1 WO9833997 A1 WO 9833997A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- unit
- arms
- anchoring
- stage
- designed
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/22—Sockets or holders for poles or posts
- E04H12/2207—Sockets or holders for poles or posts not used
- E04H12/2215—Sockets or holders for poles or posts not used driven into the ground
- E04H12/223—Sockets or holders for poles or posts not used driven into the ground with movable anchoring elements; with separately driven anchor rods
-
- 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
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/22—Sockets or holders for poles or posts
- E04H12/2207—Sockets or holders for poles or posts not used
- E04H12/2215—Sockets or holders for poles or posts not used driven into the ground
Definitions
- Anchoring device for elongated member e.g. telegraph pole .
- the present invention relates to an anchoring device for elongated members, for example poles. Examples of these are telegraph poles and/or lampposts.
- the anchoring device is designed as an elongate unit that at one end has a part that is subjected to downward driving force in order to make possible the downward driving of the unit into the ground during a first stage of the anchoring process.
- the anchoring principle must be simple inasmuch as the anchoring unit must be able to be driven into the ground using a conventional pile driver.
- the anchoring device must be of a relatively moderate length in order to be easy to handle and easy to store. The invention also solves this problem.
- the anchoring device must be able to operate with an anchoring process comprising at least two stages where the device or unit as such is driven downwards into the ground in a first stage and thereafter an additional anchoring capability is implemented in a second stage of the anchoring process.
- the construction of the anchoring device and the means it contains to achieve this must operate consistently and reliably in different anchoring situations .
- the invention also solves this problem.
- a third stage of the anchoring process must be able to be implemented.
- the cavities in the unit for the actuating functions and the functions carrying out the second stage of the anchoring process are to have a construction that permits the abovementioned third stage of the anchoring process that can consist of filling the cavities in question with material, cement, etc., in order to seal the second stage of the anchoring process.
- the invention also solves this problem.
- an anchoring device has a number of elongated elements, for example, 2, 3 or 4 , each of which during the first stage of the anchoring process occupies a position principally inside the unit. Further characteristics are that the elongated element (s) is/are designed so that by means of a force applied via the abovementioned part they are pushed out completely or partially from the unit in a direction that is different to the direction of the longitudinal axis of the unit, all with the aim of increasing the anchoring capability by means of interaction with the ground.
- the elongated elements consist of elongated springs that are fastened together at the top in pairs and that, in their withdrawn positions in the unit, extend towards the front end or front tip of the unit.
- the unit is designed with side openings through which the arms can be pushed out by the application of the abovementioned forces.
- two pairs of elongate springs are designed to form the elongated elements.
- the springs in each pair are held together by cross-pieces.
- the arms are arranged so that their tips protrude slightly through the openings.
- the elongated elements or arms are mounted or centred inside an opening in the unit by means of a mounting rod, elongated element, to which the elongated elements or arms are attached at their upper ends.
- the arms and the mounting rod can be moved lengthways relative to the unit so that when a force is applied the rod and the arms are pressed down towards the free end or tip of the unit.
- the pressing-down movements result in the arms being pushed out of the arrangement of the openings in directions or at angles that differ from the direction of the longitudinal axis of the unit. In their fully-extended positions the arms lie in positions which are essentially ' at right angles to the longitudinal axis of the unit.
- an internal duct between the position of the upper parts of the elongated elements when these are inside the unit and the abovementioned part of the unit.
- An element that can move lengthways relative to the unit is inserted in the internal duct in order to transmit to the elongate arms the exerted forces that are transmitted from the top side of the anchoring device (above the surface of the ground) to the abovementioned element which has been moved lengthways.
- the unit is provided with a pointed part that is provided with an internal guide duct for the mounting rod of the elongate arms (or the like) .
- the unit is designed with fixing attachments for sleeve parts that enclose the bottom of the elongated member (the pole) , which sleeve parts can have a mainly square or circular cross-section.
- the internal cavities in the unit are filled with filling material that retains the arms or the elongated elements in well-defined protruding positions.
- a first stage that constitutes a downward driving stage
- a second stage that effects the pushing out of the elements into the ground
- a third stage for the locking of such completely or partially protruding elements.
- the downward driving stage is made easier by means of the rather elongate unit being provided in a known way with a pointed material-filled front part that merges into a principally cylindrical part that holds at the top the attachment device or attachment arrangement for the pole in question.
- Figures 2-4 show a sequence of functions for the anchoring device where Figure 2 shows a first stage of the anchoring process
- Figure 3 a second stage of the anchoring process and Figure 4 a third stage of the anchoring process
- Figure 5 shows in vertical section a constructive embodiment of the anchoring device
- Figures 6 and 7 show a first sleeve arrangement for application to poles or the like
- Figure 8 shows a second sleeve arrangement for poles or the like.
- an anchoring device is indicated by 1.
- the anchoring device is designed with a pointed front part 2, a cylindrical middle part 3, and an upper end part 4.
- the anchoring device comprises a first internal cavity 5, an internal duct 6 extending from this cavity to the upper end part 4 and a duct 7 arranged in the front part 2.
- the abovementioned cavities and ducts are designed with a common longitudinal axis 8.
- the abovementioned part 4 is provided with an impact surface 4a and attachment devices 9 fastened to this, which in the exemplary embodiment can be four in number and are evenly spaced around the perimeter of the impact surface 4a.
- the attachment devices are rectangular and have through- openings 9a.
- the cavity 5 there are a number of elongated elements in the form of elongate arms, of which only the arms 10 and 11 can be seen clearly in the figure, while the arms 12 and 13 are only partially shown.
- the arms are arranged in pairs.
- the arms 10 and 12 form a first pair of arms and the arms 11 and 13 form a second pair of arms.
- the pairs of arms are connected at the top by the cross-pieces 14 and 15.
- the pairs of arms are attached via the abovementioned cross-pieces 14 and 15 to a mounting rod 16 that extends inside and through the abovementioned cavity 5 and is partially mounted in the duct 7 in the initial position.
- the mounting attachment protrudes somewhat above the cross-pieces 14,15 and the element 17 which can be moved lengthwise interacts with the abovementioned mounting attachment.
- the spring-like elements 10 and 11 have tips 10a and 11a that in the initial position shown protrude slightly through the side openings 18,19 arranged in the unit 1.
- the abovementioned side openings 18 and 19 are located at the transition between the cylindrical part 3 and the pointed part 2.
- the abovementioned arms are slightly curved at the abovementioned tips .
- the arms 12 and 13 have a corresponding shape to the arms 10 and 11 and are situated at corresponding side openings to the openings 18 and 19.
- the principle for the use of the anchoring device is that during a first stage of the anchoring process the unit 1 is driven downwards into the ground. The arms are then in the position shown in Figure 1.
- the unit can be driven downwards into the ground using a pile driver of a type known per se that strikes the surface 4a.
- the element 17 is removed from the anchoring device.
- force F is applied to the element 17 in the direction of the longitudinal axis 8.
- the element 17 transmits this force to the mounting attachment 16 and thereby to the arms 10,11,12 and 13.
- Figures 2, 3 and 4 show three different stages of the anchoring process.
- Figure 2 shows the downward driving stage where a downward driving force F' is applied to the surface 4a' .
- the ground is indicated by 24 and can consist of clay, soil and/or sandy soil.
- the downward driving stage has been completed, after which the element 17 has been inserted in the relevant opening as described above.
- the force F thus pushes out the arms essentially at right angles (cf. the angle ⁇ ) into the ground 24.
- the arms 10 and 12 are shown in a fully-extended position.
- the figure also shows the arms with the tips turned up indicated by 10a.
- Figure 3 also shows parts of a pole and a lateral force F' ' on the pole.
- FIG 4 the cavity 5 and the duct 6 (cf. Figures 1 and 3) are filled with filling material 26, 27, for example by cementing. This cementing helps to hold the extended arms in their extended position. In addition the filling gives a greater degree of homogeneity to the anchoring device as such.
- Figure 5 shows that the anchoring device has a length L of approx. 1 metre.
- the cylindrical part 3 has a diameter of approx. 180 mm, while the protruding parts
- the cylindrical part is in principle constructed as a hollow cylinder constructed of two tubes 28,29 and the gap between the tubes is filled with filling material, for example concrete, 30.
- the inner tube 29 can have a diameter of approx. 45 mm.
- the pointed part 2 also has a filling of concrete 31 or similar material.
- (conical) part can have a rectangular cross-section.
- Figures 6 and 7 show the anchoring principle for a pole (telegraph pole) 25.
- the end 25a of the pole is placed on a plate-shaped member 32.
- the plate-shaped member is constructed as two semicircles and is part of a sleeve- shaped part 33,34 consisting of two parts held together by clamping devices 35.
- the sleeve-shaped parts 33,34 are approx. 600 mm long.
- the plate-shaped member 32 can be anchored in the abovementioned protruding parts 9 by screwed bolt arrangements.
- the two sleeve parts 33 and 34 are angled so that they form an essentially square cross-section that clamps around the pole 25 at four points 33a, 33b and 34a, 34b as the pole-shaped element 25 has a circular cross-section.
- the sleeve parts 33' and 34' can also have semicircular extents enclosing the tip 25.
- the plate-shaped parts are indicated by 32' .
- the duct 7 can be replaced by an integral part of the rod 16 that then extends from the tip of the member upwards and a short way into the opening 6.
- the cross-pieces 14,15 are then able to move lengthwise on the upper part of the rod 16.
- the element 17 is tubular and can be threaded over the rod 16 ( Figure 1) .
- the invention can be modified within the scope of the patent claims and the inventive concept.
- the invention can be used for lampposts and electricity poles.
- decayed (rotten) wood on the pole can be cut off and replaced by the anchoring member.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Supports Or Holders For Household Use (AREA)
- Piles And Underground Anchors (AREA)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SE9700377A SE511092C2 (sv) | 1997-02-04 | 1997-02-04 | Förankringsanordning för långsträckt element, t ex telefonsolpe och/eller belysningsstolpe |
SE9700377-6 | 1997-02-04 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO1998033997A1 true WO1998033997A1 (sv) | 1998-08-06 |
Family
ID=20405665
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/SE1998/000125 WO1998033997A1 (sv) | 1997-02-04 | 1998-01-29 | Förankrjngsanordning för långsträckt element t.ex. telefonstolpe |
Country Status (2)
Country | Link |
---|---|
SE (1) | SE511092C2 (sv) |
WO (1) | WO1998033997A1 (sv) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102005023663A1 (de) * | 2005-05-23 | 2006-11-30 | Müller, Thomas | Bodenhülse |
FR2955880A1 (fr) * | 2010-02-02 | 2011-08-05 | Manuel Turrillot | Ensemble destine a la signalisation d'un enfouissement cineraire |
FR2961239A1 (fr) * | 2010-06-14 | 2011-12-16 | Manuel Turrillot | Ensemble destine a la signalisation temporaire d'un enfouissement cineraire |
CN102535508A (zh) * | 2012-03-23 | 2012-07-04 | 柳州相光科技有限责任公司 | 张紧式固定桩 |
US8528275B2 (en) | 2011-01-28 | 2013-09-10 | Tuomo Paananen | Ground anchor with adjustable positioning member |
CN103846424A (zh) * | 2012-12-03 | 2014-06-11 | 西林钢铁集团有限公司 | 一种新型多向锚钩 |
CN113818438A (zh) * | 2021-09-06 | 2021-12-21 | 中国一冶集团有限公司 | 一种可回收套管式固定锚件及其使用方法 |
KR20220075042A (ko) * | 2020-11-26 | 2022-06-07 | 주식회사 진정보기술 | 환경친화형 통신용 강관주 |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US809879A (en) * | 1905-01-28 | 1906-01-09 | Richard Wiltse | Anchor-post. |
US958127A (en) * | 1909-11-04 | 1910-05-17 | Knut T Hovrud | Pole-anchor. |
US1167852A (en) * | 1915-07-14 | 1916-01-11 | Arthur W Sprague | Post-anchor. |
US2873829A (en) * | 1955-03-24 | 1959-02-17 | Paul Tobeler | Umbrella anchor |
US3187858A (en) * | 1962-12-11 | 1965-06-08 | Atlantic Res Corp | Anchoring device |
WO1993016260A1 (en) * | 1992-02-05 | 1993-08-19 | A-Kit Aktiebolag | An anchoring device |
-
1997
- 1997-02-04 SE SE9700377A patent/SE511092C2/sv not_active IP Right Cessation
-
1998
- 1998-01-29 WO PCT/SE1998/000125 patent/WO1998033997A1/sv unknown
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US809879A (en) * | 1905-01-28 | 1906-01-09 | Richard Wiltse | Anchor-post. |
US958127A (en) * | 1909-11-04 | 1910-05-17 | Knut T Hovrud | Pole-anchor. |
US1167852A (en) * | 1915-07-14 | 1916-01-11 | Arthur W Sprague | Post-anchor. |
US2873829A (en) * | 1955-03-24 | 1959-02-17 | Paul Tobeler | Umbrella anchor |
US3187858A (en) * | 1962-12-11 | 1965-06-08 | Atlantic Res Corp | Anchoring device |
WO1993016260A1 (en) * | 1992-02-05 | 1993-08-19 | A-Kit Aktiebolag | An anchoring device |
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102005023663A1 (de) * | 2005-05-23 | 2006-11-30 | Müller, Thomas | Bodenhülse |
DE102005023663B4 (de) * | 2005-05-23 | 2009-05-14 | Müller, Thomas | Bodenhülse |
FR2955880A1 (fr) * | 2010-02-02 | 2011-08-05 | Manuel Turrillot | Ensemble destine a la signalisation d'un enfouissement cineraire |
FR2961239A1 (fr) * | 2010-06-14 | 2011-12-16 | Manuel Turrillot | Ensemble destine a la signalisation temporaire d'un enfouissement cineraire |
US8528275B2 (en) | 2011-01-28 | 2013-09-10 | Tuomo Paananen | Ground anchor with adjustable positioning member |
CN102535508A (zh) * | 2012-03-23 | 2012-07-04 | 柳州相光科技有限责任公司 | 张紧式固定桩 |
CN103846424A (zh) * | 2012-12-03 | 2014-06-11 | 西林钢铁集团有限公司 | 一种新型多向锚钩 |
KR20220075042A (ko) * | 2020-11-26 | 2022-06-07 | 주식회사 진정보기술 | 환경친화형 통신용 강관주 |
KR102425359B1 (ko) * | 2020-11-26 | 2022-07-28 | 주식회사 진정보기술 | 환경친화형 통신용 강관주 |
CN113818438A (zh) * | 2021-09-06 | 2021-12-21 | 中国一冶集团有限公司 | 一种可回收套管式固定锚件及其使用方法 |
Also Published As
Publication number | Publication date |
---|---|
SE9700377L (sv) | 1998-08-05 |
SE9700377D0 (sv) | 1997-02-04 |
SE511092C2 (sv) | 1999-08-02 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US5791635A (en) | Fence post with anchor | |
WO1998033997A1 (sv) | Förankrjngsanordning för långsträckt element t.ex. telefonstolpe | |
EP1664463B1 (fr) | Système pour l'ancrage d'un objet dans le sol à l'aide d'un piquet | |
JP3215381B2 (ja) | 定着装置を構築する方法、部材および鉄筋 | |
KR100780088B1 (ko) | 인장재제거용 앵커의 내부정착제 | |
US5322386A (en) | Ground anchor device | |
GB2424906A (en) | Ground anchor | |
CN115341540B (zh) | 用于沙瓤性边坡支护的锚固装置及其施工方法 | |
US5007768A (en) | Anchoring structure for underground pipes | |
JPS6059385B2 (ja) | 穿孔接合用注入器具 | |
JPH11159182A (ja) | 車止め装置及び車止めブロックの固定方法 | |
JP2000054376A (ja) | 基礎杭と建物・建築物躯体構造 | |
JP5117981B2 (ja) | 中空柱用の補強体および該補強体を用いた中空柱の補強方法 | |
EP0758035A1 (en) | A method for applying a ground anchor into the ground, and anchor to be used therewith | |
KR20100060445A (ko) | 돌출부재를 갖는 지반보강장치 | |
WO2000036226A3 (en) | A tubular pile encased in concrete and a method for driving the tubular pile into the soil and encasing it in concrete | |
US6695172B1 (en) | Paint marking, hole forming and flag insertion device | |
US20040237453A1 (en) | Ground mounted impact insertion and extraction apparatus | |
JP3987986B2 (ja) | 中空繊維強化プラスチックロッドの把持装置及びその方法 | |
CN217379277U (zh) | 一种混凝土锚碇结构 | |
CN219528606U (zh) | 一种具有多向抗拔力帐篷地桩 | |
US20020027182A1 (en) | Soil/sand stand unit with utilities | |
CN220813838U (zh) | 一种公路工程用打桩机 | |
CN218581558U (zh) | 一种方便移动的打桩装置 | |
JPH11303072A (ja) | 地中アンカ |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
AK | Designated states |
Kind code of ref document: A1 Designated state(s): DE DK FI GB NO |
|
REG | Reference to national code |
Ref country code: DE Ref legal event code: 8642 |