EP2324171A1 - Schraubfundamentsystem mit aushärtbarer füllmasse - Google Patents
Schraubfundamentsystem mit aushärtbarer füllmasseInfo
- Publication number
- EP2324171A1 EP2324171A1 EP09781557A EP09781557A EP2324171A1 EP 2324171 A1 EP2324171 A1 EP 2324171A1 EP 09781557 A EP09781557 A EP 09781557A EP 09781557 A EP09781557 A EP 09781557A EP 2324171 A1 EP2324171 A1 EP 2324171A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- receiving part
- inner contour
- undercuts
- screwing
- post
- 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
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
- E04H12/2223—Sockets or holders for poles or posts not used driven into the ground by screwing
-
- 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
- the invention relates to a screw foundation system for aligning and fixing a rod or post-shaped object in the ground according to the preamble of claim 1 and a receiving part (1) for such ringfundamentsystem according to claim 5 to 7.
- sleeve-like usually made of plastic receiving part that receives an end portion of the rod or post-shaped object in the attachment state and the circumference at least partially surrounds with distance, and a granular (eg sand or split) or Also, a curable filling material, such as plastic mass or concrete, which fills in the state of attachment, the space between the end portion of the rod or post-shaped object and the inner contour of the receiving part, and the end portion of the rod or post-shaped object so aligned and - for example, after curing of the curable Mass - holds.
- plastic receiving part that receives an end portion of the rod or post-shaped object in the attachment state and the circumference at least partially surrounds with distance
- a granular eg sand or split
- a curable filling material such as plastic mass or concrete, which fills in the state of attachment, the space between the end portion of the rod or post-shaped object and the inner contour of the receiving part, and the end portion of the rod or post-shaped object so aligne
- the receiving part may be formed in its (outer and / or) inner contour cylindrical, conical, teilkonisch or as a polygon.
- the screw-in tool or a fitting core provided thereon is then adapted to the inner contour in such a way that it can transmit the screw-in forces to the receiving part by frictional engagement or preferably by positive engagement.
- a substantial or even a full-surface contact of the fitting core can be provided on the inner contour of the associated receiving part.
- ribs on one side and corresponding grooves on the other part can additionally support the transmission of force.
- the corresponding shape at the passport core has the corresponding effect.
- All these systems are designed in such a way that the rod-shaped or post-shaped object can be removed with the aid of the intended filling material (be it a granular or a hardenable material). al) when setting up well aligned and then held firmly. This applies in particular to hardenable materials, such as concrete, which subsequently reliably prevent changes in the position of the anchored object.
- the undercuts can be in or molded into the inner contour of the receiving part.
- the undercuts may be formed in the inner contour of the receiving part directed outward. This comes into consideration, for example, if the fitting core on the inner contour of the receiving part more or less completely overlying and fills them, so that there is no room for a on or Anformung the undercuts to the inside.
- the undercuts can also be formed inwardly projecting into the inner contour or her molded.
- the undercuts of the inner contour of the receiving part are formed or molded in such a way that they protrude inward, it must be ensured that they do not affect the function of the Einschraubtechnikmaschinees.
- This danger exists, for example, if the fferfundamentsystem includes a screw-in with a dimensionally stable fitting core, which is inserted for screwing the receiving part in this and then rests in contact areas on the inner contour of the receiving part and this supports and by partially positive fit in the context of introducing the for introducing required forces and / or moments on the receiving part with relative to its length short power path transmits. In this case, it must be ensured that the undercuts are arranged outside the contact areas on the inner contour.
- the fferfundamentsystem comprises a receiving part, which is designed as a formwork serving only thin-walled, that it receives its required for screwing dimensional stability only by the partially positive fit system of the mating core. If here an extensive investment of the fitting core takes place on the inner contour, undercuts may possibly be provided only in the form of outward directed indentations in the inner contour of the receiving part.
- a passport core is provided for the SSfundament- system, which is formed for example of a plurality of webs, which extend over a substantially the length of the receiving part corresponding length from the axis of the screw-star radially away and in their outer contour over their length are substantially adapted to the inner contour of the receiving part that they - inserted into it - in their investment areas largely frictionally and / or positively abut the inner contour.
- the invention is further the screwed into the ground, sleeve-like plastic receiving part for a fferfundamentsystem according to claim 1, which has on its inner contour undercuts for anchoring the cured filling material, wherein the undercuts in particular outside the contact areas of the fitting core of the Einschraubtechnikmaschinees be arranged on the inner contour should and the jacket of the receiving part formed as outwardly directed recesses or as inwardly directed elevations or can be formed.
- Figure 1 a screw-in tool (4) and a receiving part (1) of a screw foundation system according to the prior art, without undercuts according to the invention.
- FIG. 2 another screwing tool (4)
- FIG. 3 shows a perspective top view of the inner contour (2) of a receiving part (1) according to the invention
- FIG. 1 shows a screwing-in tool (4) and a receiving part (1) of a screw foundation system according to the prior art, without undercuts (3) according to the invention.
- the receiving part (1) has an outer coil for its screwing.
- the screwing-in tool (4) shows a fitting core (5) which, in its outer contour, substantially corresponds to the inner contour (2) of the receiving part (1), so that after its insertion into the receiving part (1), its inner contour (2) is largely present , Space for the undercuts according to the invention is here only in the form of (not shown) outwardly directed indentations in the inner contour (2) of the receiving part (1).
- FIG. 2 shows another screwing-in tool (4) with a dimensionally stable fitting core (5) which is formed by webs (7) which extend radially away from the axis (8) of the screwing tool (4) in a star shape and have outer contours (9) , which are provided for contact with correspondingly shaped contact areas (6) of the inner contour (2) of the associated receiving part (1).
- FIG. 3 shows a perspective top view of the inner contour (2) of a receiving part (1) according to the invention which is suitable for the screw-in tool (4) according to FIG. Shown are the contact areas (6) for the installation of the outer contour (9) of the webs (6). Spacing areas (10), in which there is space for the attachment of undercuts (3), are formed between the contact areas. In this case, the spacing areas (10) -as shown here-can be delimited from the contact areas (6) by inwardly formed or shaped ribs, the ribs then being able to be acted upon by the bars as drivers when the receiving part is screwed in and unscrewed.
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Architecture (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Joining Of Building Structures In Genera (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE202008010913U DE202008010913U1 (de) | 2008-08-14 | 2008-08-14 | Schraubfundamentsystem mit aushärtbarer Füllmasse |
PCT/EP2009/060205 WO2010018121A1 (de) | 2008-08-14 | 2009-08-06 | Schraubfundamentsystem mit aushärtbarer füllmasse |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2324171A1 true EP2324171A1 (de) | 2011-05-25 |
EP2324171B1 EP2324171B1 (de) | 2014-05-07 |
Family
ID=39942579
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP09781557.5A Not-in-force EP2324171B1 (de) | 2008-08-14 | 2009-08-06 | Schraubfundamentsystem mit aushärtbarer füllmasse und aufnahmeteil für ein solches system |
Country Status (6)
Country | Link |
---|---|
US (1) | US8683756B2 (de) |
EP (1) | EP2324171B1 (de) |
CN (1) | CN102124174B (de) |
CA (1) | CA2732891A1 (de) |
DE (1) | DE202008010913U1 (de) |
WO (1) | WO2010018121A1 (de) |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ITBI20080005A1 (it) * | 2008-04-21 | 2008-07-21 | O M Di Alvaro Mason & C Snc | Supporto per pali |
DE202014102748U1 (de) * | 2014-06-13 | 2014-08-04 | Gebr. Sträb GmbH & Co. | Bodendübel zum Befestigen von stabförmigen Gegenständen, insbesondere von Pfosten im urbanen Bereich (Umfeld) |
CN104916926A (zh) * | 2015-05-26 | 2015-09-16 | 成都高普石油工程技术有限公司 | 一种经济型石油工程接地装置 |
CN104934730A (zh) * | 2015-05-26 | 2015-09-23 | 成都高普石油工程技术有限公司 | 一种用于石油工程的接地装置 |
US10889953B1 (en) * | 2020-03-21 | 2021-01-12 | IDIZ Limited | Drill stake and accessories for concrete form construction |
USD992401S1 (en) * | 2022-09-04 | 2023-07-18 | Hangzhou Zero Zero Two Intellectual Property Co., Ltd. | Ground anchor |
Family Cites Families (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2343350A (en) * | 1941-11-25 | 1944-03-07 | Cooper Aircraft Mooring Co | Anchor |
US4707964A (en) | 1983-04-29 | 1987-11-24 | A. B. Chance Company | Method of providing support for an elongated tower leg |
GB8411107D0 (en) * | 1984-05-01 | 1984-06-06 | Burland J B | Steel piles and anchorages |
CN2052010U (zh) * | 1989-03-31 | 1990-01-31 | 北京市建筑工程研究所 | 联接式锥形螺旋锚杆 |
DE9409252U1 (de) | 1994-06-08 | 1994-09-22 | PROCON Project Development & Consulting GmbH, 21683 Stade | Bodenverankerung für Pfähle, insbesondere Zaunpfähle |
CN2299895Y (zh) * | 1997-05-14 | 1998-12-09 | 叶永田 | 螺旋地锚装置 |
EP0943746A3 (de) * | 1998-03-20 | 2001-04-11 | Erico International Corporation | Ankerstange und Betonbewehrungsverfahren |
DE10146140A1 (de) * | 2001-09-19 | 2003-04-03 | Krinner Innovation Gmbh | Befestigungsvorrichtung mit seitlichen Öffnungen |
US7950200B2 (en) * | 2004-05-10 | 2011-05-31 | Robert Tropiano | Multi-purpose anchoring apparatus and method |
GB0506909D0 (en) * | 2005-04-05 | 2005-05-11 | Fergus Johnathan A | An anchoring device |
CN2782764Y (zh) * | 2005-04-26 | 2006-05-24 | 辽河石油勘探局 | 马牙啮合式防盗地锚 |
EP1724416A3 (de) * | 2005-05-20 | 2012-06-13 | Krinner Innovation GmbH | Fundamentsysteme zum befestigen eines stab- oder pfostenförmigen gegenstandes im erdboden und hülsenartiges aufnahmeteil dafür |
DE102005023465B3 (de) | 2005-05-20 | 2007-01-18 | Krinner Innovation Gmbh | Befestigungssystem zum Ausrichten und Befestigen eines stab- oder pfostenförmigen Gegenstandes im Erdboden |
-
2008
- 2008-08-14 DE DE202008010913U patent/DE202008010913U1/de not_active Expired - Lifetime
-
2009
- 2009-08-06 EP EP09781557.5A patent/EP2324171B1/de not_active Not-in-force
- 2009-08-06 CN CN200980131479XA patent/CN102124174B/zh not_active Expired - Fee Related
- 2009-08-06 CA CA2732891A patent/CA2732891A1/en not_active Abandoned
- 2009-08-06 US US13/059,026 patent/US8683756B2/en not_active Expired - Fee Related
- 2009-08-06 WO PCT/EP2009/060205 patent/WO2010018121A1/de active Application Filing
Non-Patent Citations (1)
Title |
---|
See references of WO2010018121A1 * |
Also Published As
Publication number | Publication date |
---|---|
US8683756B2 (en) | 2014-04-01 |
WO2010018121A1 (de) | 2010-02-18 |
DE202008010913U1 (de) | 2008-11-06 |
EP2324171B1 (de) | 2014-05-07 |
CN102124174A (zh) | 2011-07-13 |
US20110138705A1 (en) | 2011-06-16 |
CN102124174B (zh) | 2013-03-27 |
CA2732891A1 (en) | 2010-02-18 |
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