DK200201191A - Adjustable ground anchor system - Google Patents
Adjustable ground anchor system Download PDFInfo
- Publication number
- DK200201191A DK200201191A DK200201191A DKPA200201191A DK200201191A DK 200201191 A DK200201191 A DK 200201191A DK 200201191 A DK200201191 A DK 200201191A DK PA200201191 A DKPA200201191 A DK PA200201191A DK 200201191 A DK200201191 A DK 200201191A
- Authority
- DK
- Denmark
- Prior art keywords
- ground anchor
- anchor system
- adjustable ground
- head
- driven
- 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
- 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
- E02D5/805—Ground anchors with deformable anchoring members
Description
Patentkrav 1. Et justerbart jordanker system, der kan neddrives og uddrives direkte i terræn uden forudgående opgravning kendetegnet ved integreret bundforankringsorganer, som enkeltvis og uafhængigt af hinanden kan uddrives i terræn gennem (2) røret.Patent claim 1. An adjustable ground anchor system that can be driven and driven directly into terrain without prior excavation characterized by integrated bottom anchorage means which can be driven individually and independently into terrain through (2) the pipe.
At (5) bundforankringsorganeme trykpåvirkes parallelt nedad via (2) røret og forskydes gennem (9) kanalernes åbning og bøjer sidevers radikalt udad og aksiait opad, imens de forceres nedad langs (2) røret. Disse (5) forankringsorganer borer sig et betydeligt stykke vej ud i omgivende jordlag og vil i uddrevet position virke som opad vendte kroge som set ved visse skibsanker. 2. Justerbart jordanker system ifølge krav 1. kendetegnet ved, at (6) topforankringsorganeme uddrives enkeltvis og i vilkårlig rækkefølge, samt styres gennem (11) tilvirket skråt nedadgående huller placeret i (3) hoved. Ydermere kan (6) forankringsorganeme bruges som forlængelses rør, når (5) bundforankringsorganeme skal uddrives. 3. Justerbart jordanker system ifølge krav 1 .og 2. kendetegnet ved, at Jordankerets (3) hoved har 3 eller flere (12) gevindhuller for fastmontering af (4) adapteren eller "produktet". 4. Justerbart jordanker system ifølge krav 1. 2.og 3. kendetegnet ved, at (3) hoved har 1 til flere skråtstillet huller, hvor (6) topforankringsorganeme styres og uddrives igennem. 5. Justerbart jordanker system ifølge krav 1. 2. 3. og 4. kendetegnet ved, at Justeringen sker via samme hul som fastgørelsen, adapteren har 3 eller flere gevindhuller tilsvarende (3) hoveds (12) gevindhuller dog større. Her i monteres (8) en nippel med udvendigt gevind og kantet hoved (8). Niplen med kantet hoved muliggør vertikal og lodret justering. Fastspændingen sker via (10) en bolt som gennem (4) adapteren og (8) niplen fastgøres i (3) hoveds (12) gevindhuller. 6. Justerbart jordanker system ifølge krav 1. 2. 3. 4. og 5. kendetegnet ved, at (5) og (6) forankringsorganeme kan uddrives enkeltvis og i vilkårlig rækkefølge. 7. Justerbart jordanker system ifølge krav 1. 2. 3, 4. 5.og 6. kendetegnet ved, at (1) spidsen af ankeret har et til flere (9) kanaler hvor (5) forankringsorganeme bliver uddrevet og formet igennem.The (5) bottom anchor members are pressurized parallel downwardly through the (2) tube and displaced through the (9) channels opening and radially sideways radially outward and axially upward as they are forced downwardly along the (2) tube. These (5) anchoring means drill a considerable distance into the surrounding soil layer and will act in an extended position as upwardly facing hooks as seen at certain ship anchors. Adjustable ground anchor system according to claim 1, characterized in that (6) the top anchoring means are driven out individually and in random order, and are guided through (11) manufactured inclined downward holes located in (3) head. Furthermore, (6) the anchorage means can be used as extension tubes when (5) the bottom anchorage means are to be driven out. Adjustable ground anchor system according to claims 1 and 2, characterized in that the head of the ground anchor (3) has 3 or more (12) threaded holes for fixing the (4) adapter or "product". Adjustable ground anchor system according to claims 1. 2. and 3. characterized in that (3) head has 1 to several inclined holes, in which (6) the top anchoring means are controlled and driven through. Adjustable ground anchor system according to claims 1. 2. 3. and 4. characterized in that the adjustment is done via the same hole as the attachment, the adapter has 3 or more thread holes corresponding to (3) head (12) thread holes, however larger. Attach (8) a nipple with external thread and angular head (8). The nipple with angular head allows vertical and vertical adjustment. The clamping takes place via (10) a bolt which is secured through (4) the adapter and (8) the nipple to (3) the head (12) threaded holes. Adjustable ground anchor system according to claims 1. 2. 3. 4. and 5. characterized in that (5) and (6) the anchoring means can be driven out individually and in any order. Adjustable ground anchor system according to claims 1. 2. 3, 4. 5. and 6. characterized in that (1) the tip of the anchor has one to several (9) channels through which (5) the anchoring means are driven out and formed.
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DK200201191A DK200201191A (en) | 2002-08-08 | 2002-08-08 | Adjustable ground anchor system |
PCT/DK2003/000524 WO2004015203A1 (en) | 2002-08-08 | 2003-08-06 | Adjustable foundation anchor |
AU2003273755A AU2003273755A1 (en) | 2002-08-08 | 2003-08-06 | Adjustable foundation anchor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DK200201191A DK200201191A (en) | 2002-08-08 | 2002-08-08 | Adjustable ground anchor system |
Publications (1)
Publication Number | Publication Date |
---|---|
DK200201191A true DK200201191A (en) | 2004-02-10 |
Family
ID=31502637
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DK200201191A DK200201191A (en) | 2002-08-08 | 2002-08-08 | Adjustable ground anchor system |
Country Status (3)
Country | Link |
---|---|
AU (1) | AU2003273755A1 (en) |
DK (1) | DK200201191A (en) |
WO (1) | WO2004015203A1 (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1734206A4 (en) * | 2004-03-31 | 2009-04-29 | Japan Science & Tech Agency | Method for pre-attaching-fixing anchor bolt, and method and device for excavating anchor bolt burying hole |
DE102013005410A1 (en) * | 2013-03-28 | 2014-08-07 | Kai Dörr | Guide post foundation for ground-side fastening of guide post to be laterally positioned at street edge, has metal wires driven out from pipe lower end by tool to be inserted from upper, open pipe end by lateral spreading relative to axis |
CN112195941A (en) * | 2020-09-18 | 2021-01-08 | 中铁隧道集团一处有限公司 | Quick installation method for overlong vertical upward prestressed anchor cable of underground cave depot |
GB2607092B (en) * | 2021-05-28 | 2023-06-28 | Solarport Systems Ltd | A ground anchor system |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US952404A (en) * | 1908-12-02 | 1910-03-15 | Percy Tripp Bailey | Anchoring-base for posts. |
US3526069A (en) * | 1968-09-09 | 1970-09-01 | Robert F Deike | Anchoring device |
US3676965A (en) * | 1970-10-15 | 1972-07-18 | Robert F Deike | Pole or post mounting for ground anchor |
DE2725057A1 (en) * | 1977-06-03 | 1978-12-14 | Otto Knickenberg Fa | Collapsible traffic sign post anchorage - has concreted cylinder and top and bottom plates, held together by bolts and nuts |
US4603520A (en) * | 1985-01-22 | 1986-08-05 | Construction Robotics, Inc. | Post mounting anchor base |
DE19541809C2 (en) * | 1995-11-09 | 1999-06-10 | Windgassen & Hindrichs Gmbh & | Device for fastening piles, masts or similar objects standing on the floor |
US5855443A (en) * | 1997-05-16 | 1999-01-05 | Board Of Regents Of University Of Nebraska | Breakaway connection system for roadside use |
-
2002
- 2002-08-08 DK DK200201191A patent/DK200201191A/en not_active Application Discontinuation
-
2003
- 2003-08-06 AU AU2003273755A patent/AU2003273755A1/en not_active Abandoned
- 2003-08-06 WO PCT/DK2003/000524 patent/WO2004015203A1/en not_active Application Discontinuation
Also Published As
Publication number | Publication date |
---|---|
WO2004015203A1 (en) | 2004-02-19 |
AU2003273755A1 (en) | 2004-02-25 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
AHS | Application shelved for other reasons than non-payment |