WO1998002666A1 - Steckdübel - Google Patents
Steckdübel Download PDFInfo
- Publication number
- WO1998002666A1 WO1998002666A1 PCT/EP1997/003682 EP9703682W WO9802666A1 WO 1998002666 A1 WO1998002666 A1 WO 1998002666A1 EP 9703682 W EP9703682 W EP 9703682W WO 9802666 A1 WO9802666 A1 WO 9802666A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- section
- plug
- shaft
- dowel
- cross
- Prior art date
Links
- 238000003780 insertion Methods 0.000 claims abstract description 3
- 230000037431 insertion Effects 0.000 claims abstract description 3
- 230000007704 transition Effects 0.000 claims description 5
- 230000003247 decreasing effect Effects 0.000 claims 1
- 238000002347 injection Methods 0.000 claims 1
- 239000007924 injection Substances 0.000 claims 1
- 229920001169 thermoplastic Polymers 0.000 claims 1
- 239000004416 thermosoftening plastic Substances 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 10
- 238000004873 anchoring Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000004870 electrical engineering Methods 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 230000012447 hatching Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011470 perforated brick Substances 0.000 description 1
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B19/00—Bolts without screw-thread; Pins, including deformable elements; Rivets
- F16B19/002—Resiliently deformable pins
Definitions
- the invention relates to a plug-in plug according to the preamble of claim 1.
- Plug-in dowels of this type are used for fastenings, in particular in electrical engineering for fastening cables, the holding force of which is not based on the expansion effect of a screw screwed into the dowel, but is generated by movable supporting elements. Two exemplary embodiments of such plug-in dowels are shown in FIG. 4.
- the support elements shown are formed in one piece with the shaft of the plug-in dowel and generally have a constriction or constriction in the region of their connection to the shaft of the plug-in dowel in such a way that a hinge axis perpendicular to the longitudinal axis of the shaft is formed, about which they are rotated, if the plug is inserted into a hole whose hole diameter is less than the width of the plug.
- the material of the plug-in dowel located in the area of the hinge axis accordingly generates a relatively low restoring force when the dowel is inserted into the borehole, which in turn ensures a low contact force between the support elements on the one hand and the bore wall in the anchoring base.
- plug-in anchor anchored in this way in the borehole is subjected to tension due to the weight of the object to be fastened or other external loads, the frictional force, which depends on the contact force and the coefficient of friction between the support elements and the borehole wall, results in a torque which has a set-up effect of the plug-in dowel against the load direction, which tightens the dowel under load in the borehole and thereby increases its holding force.
- Plug-in dowels with a central shaft on which such support elements are formed on both sides are known, but also plug-in dowels in the form of a U-bracket, the legs of which carry such support segments to the outside.
- plug-in plugs lies in the simple assembly, all that is required is to place a drill hole in the anchoring base and the plug-in plug is inserted into the hole. Installation times and costs for a screw as with conventional dowels are eliminated. Since the plug does not have to take up a screw, the connection to a holding element, for example for enclosing a cable, can be designed freely.
- the disadvantage of the known designs is the low restoring force in the area of the hinge axis and thus in the correspondingly low frictional force between the support segments and the bore wall.
- unfavorable external circumstances e.g. with a very smooth bore wall and with a bore diameter in the upper tolerance range, there are practically no significant friction effects between the bore wall and the support elements, so that the desired set-up effect cannot be produced and consequently only an insufficient holding force of the anchor against external tensile loads is generated.
- the anchor base consists, for example, of plasterboard.
- the supporting elements protruding into the cavities of such plates are not sufficiently in their original position, since the plastic joints formed in the region of the joint axis have deformed so much as a result of insertion that only a slight restoration takes place, which does not result in any significant intervention in the Cavities more leads.
- the known plug-in dowels show a similar behavior in a masonry provided with cavities, e.g. Perforated brick.
- the basic idea of the invention is that the support elements are no longer formed in one piece with the shaft of the plug-in dowel, but are displaceable and deformable in defined sections of the shaft, the type and extent of the deformation being essentially defined by their position on the respective section.
- FIG. 1 a longitudinal section of the plug-in plug in the plane Y-Y of FIG. 2,
- Figure 2 a second longitudinal section through the
- Push-in dowels in level XX of Figure 1 Figure 3A: a cross section through the plug-in plug in the plane ZZ of Figure 1, and
- 4A and B side views of plug-in dowels according to the prior art.
- the plug-in plug consists of a central shaft 10, the part of which protrudes from the borehole B is designed in the usual way, for example as a double clamp for receiving two cables.
- a first stop element 11 forms the transition to the design according to the invention of the part of the plug which plunges into the borehole B: here, frusto-conical sections 12, 14, 16 alternate with stop elements 13, 15, 17 therebetween, the cross section of the sections 12, 14, 16 can be designed differently, for example elliptically (FIG. 3A), or also circularly (FIG. 3B) or also in the shape of a cloverleaf (FIG. 3C).
- FIG. 3A elliptically
- FIG. 3B circularly
- FIG. 3C cloverleaf
- the cross-sectional shape of the sections 12, 14, 16 remains unchanged over the length of the shaft, but increases linearly towards the end of the plug-in dowel.
- the surfaces of the sections 12, 14 lie , 16 thus on the surface of a continuous truncated cone with an elliptical cross section.
- transition surfaces 11B, 13A, 13B, 15A, 15B and 17A between the sections 12, 14 and 16 are designed conically and form the actual stop surfaces of the stop elements 11, 13, 15, 17.
- support elements 20, 21, 22 are axially displaceable and deformable, the cross section of which is designed such that a relative displacement of the support elements on them assigned section in the direction of the borehole-side end of the plug leads to a deformation of the support elements, which leads to an increasing contact or an increasing wedging between the plug plug and the inner wall of the borehole, the conical stop surfaces 13A, 15A, 17A limiting the axial displacement movement of the support elements on their assigned section.
- the support elements (only the position of the support element 20 is considered below) are designed as an elliptical ring, the large semiaxis a of this elliptical ring being larger than the bore diameter d and the small semiaxis b smaller than the bore diameter d.
- the support elements 20, 21, 22 are seated on their assigned sections 12, 14, 16 as shown in hatching in FIG. 1.
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Dowels (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
Claims
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP97932807A EP0912834A1 (de) | 1996-07-16 | 1997-07-11 | Steckdübel |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE1996128558 DE19628558C2 (de) | 1996-07-16 | 1996-07-16 | Steckdübel |
DE19628558.5 | 1996-07-16 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO1998002666A1 true WO1998002666A1 (de) | 1998-01-22 |
Family
ID=7799910
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/EP1997/003682 WO1998002666A1 (de) | 1996-07-16 | 1997-07-11 | Steckdübel |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0912834A1 (de) |
DE (1) | DE19628558C2 (de) |
WO (1) | WO1998002666A1 (de) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19756764A1 (de) | 1997-12-19 | 1999-06-24 | Fischer Artur Werke Gmbh | Steckdübel |
DE102005007236A1 (de) * | 2005-02-17 | 2006-08-31 | Fischerwerke Artur Fischer Gmbh & Co. Kg | Steckdübel |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0105865A2 (de) * | 1982-10-04 | 1984-04-18 | Ludwig Schnabl | Befestigungselement |
DE3516922A1 (de) * | 1984-05-15 | 1985-11-21 | Johann Wien Fiala | Duebelschelle |
EP0200800A1 (de) * | 1985-05-08 | 1986-11-12 | Franz Astl | Einrichtung zum Verbinden zweier Teile |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2348873A1 (de) * | 1973-09-28 | 1975-04-10 | Heinrich B Schaefers | Konisch und parallel spannende duebel |
US3967525A (en) * | 1974-01-02 | 1976-07-06 | Wej-It Expansion Products, Inc. | Spring action expansion bolt |
DE2733007A1 (de) * | 1977-07-21 | 1979-02-08 | Hilti Ag | Klebeanker |
DE2828983A1 (de) * | 1978-07-01 | 1980-01-03 | Upat Max Langensiepen Kg | Verfahren zum festlegen eines bolzenankers o.dgl. sowie bolzenanker zum durchfuehren des verfahrens |
CH681648A5 (de) * | 1990-06-25 | 1993-04-30 | Ver Drahtwerke Ag |
-
1996
- 1996-07-16 DE DE1996128558 patent/DE19628558C2/de not_active Expired - Fee Related
-
1997
- 1997-07-11 EP EP97932807A patent/EP0912834A1/de not_active Withdrawn
- 1997-07-11 WO PCT/EP1997/003682 patent/WO1998002666A1/de not_active Application Discontinuation
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0105865A2 (de) * | 1982-10-04 | 1984-04-18 | Ludwig Schnabl | Befestigungselement |
DE3516922A1 (de) * | 1984-05-15 | 1985-11-21 | Johann Wien Fiala | Duebelschelle |
EP0200800A1 (de) * | 1985-05-08 | 1986-11-12 | Franz Astl | Einrichtung zum Verbinden zweier Teile |
Also Published As
Publication number | Publication date |
---|---|
EP0912834A1 (de) | 1999-05-06 |
DE19628558A1 (de) | 1998-01-29 |
DE19628558C2 (de) | 1998-10-22 |
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