DK161851B - ANCHORING A WIRE SHEET THROUGH A COUPON BUNDLE IN A DRILL HOLE IN A CONCRETE - Google Patents
ANCHORING A WIRE SHEET THROUGH A COUPON BUNDLE IN A DRILL HOLE IN A CONCRETE Download PDFInfo
- Publication number
- DK161851B DK161851B DK154286A DK154286A DK161851B DK 161851 B DK161851 B DK 161851B DK 154286 A DK154286 A DK 154286A DK 154286 A DK154286 A DK 154286A DK 161851 B DK161851 B DK 161851B
- Authority
- DK
- Denmark
- Prior art keywords
- threaded rod
- borehole
- cone
- undercut
- anchoring
- Prior art date
Links
- 238000004873 anchoring Methods 0.000 title claims abstract description 11
- 238000003780 insertion Methods 0.000 claims abstract description 5
- 230000037431 insertion Effects 0.000 claims abstract description 5
- 150000001875 compounds Chemical class 0.000 claims description 20
- 239000003708 ampul Substances 0.000 description 4
- 239000011521 glass Substances 0.000 description 4
- -1 compound compound Chemical class 0.000 description 3
- 238000003892 spreading Methods 0.000 description 3
- 230000004888 barrier function Effects 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- 101100008048 Caenorhabditis elegans cut-4 gene Proteins 0.000 description 1
- 230000003213 activating effect Effects 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000000227 grinding Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 229920001225 polyester resin Polymers 0.000 description 1
- 239000004645 polyester resin Substances 0.000 description 1
- 239000004848 polyfunctional curative Substances 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 239000013589 supplement 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
- F16B13/00—Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose
- F16B13/14—Non-metallic plugs or sleeves; Use of liquid, loose solid or kneadable material therefor
- F16B13/141—Fixing plugs in holes by the use of settable material
-
- 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
- F16B13/00—Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose
- F16B2013/007—Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose to be fastened in undercut holes
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Dowels (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Building Environments (AREA)
- Processing Of Stones Or Stones Resemblance Materials (AREA)
Abstract
Description
iin
DK 161851 BDK 161851 B
Den foreliggende opfindelse angår en forankring af en gevindstang ved hjælp af en compoundmasse i et borehul i en betondel.The present invention relates to anchoring a threaded rod by means of a compound mass in a borehole in a concrete part.
Til forankring af en gevindstang ved hjælp af en 5 kompoundmasse fremstilles først et borehul i det materiale, hvori forankringen skal foregå, og hvor diameteren er noget større end den udvendige diameter af gevindstangen. Dernæst indskubbes i borehullet en glasampul, der indeholder den af en polyesterharpiks, hærderen og tilslagsstoffer bestående 10 kompoundmasse. Med den i en boremaskine indspændte gevindstang knuses ampullen i borehullet og kompoundmassens komponenter aktiveres ved blanding. Efter afbinding af kompound-massen er gevindstangen fast indsat og forankret i borehul let. Forankringen beror i det væsentlige på en klæbeforbin-15 delse mellem kompoundmassen og borehullets væg. Den forbindelse bliver dog betydeligt mindre holdbar, når der forløber en revne gennem forankringsstedet. På grund af forstørrelsen af borehullet som følge af revnen løsner kompoundmassen sig fra borehullets væg, således at der kun foreligger små hol-20 dekræfter. På grund af denne omstændighed er forankringer i betonens trækzone, i hvilken der sædvanligvis findes revner, forbundet med en sikkerhedsrisiko.For anchoring a threaded rod by means of a compound compound, a borehole is first prepared in the material in which the anchorage is to be made and the diameter of which is somewhat larger than the outside diameter of the threaded rod. Next, a glass ampoule is inserted in the borehole containing the polyester resin, the hardener and additives comprising 10 compound mass. With the threaded rod inserted into a drill, the ampoule is crushed in the borehole and the components of the compound mass are activated by mixing. After bonding the compound mass, the threaded rod is firmly inserted and anchored in the borehole easily. The anchorage is essentially due to an adhesive connection between the compound mass and the borehole wall. However, this connection becomes significantly less durable as a crack passes through the anchorage site. Due to the enlargement of the borehole due to the crack, the compound mass loosens from the wall of the borehole so that only small hollow forces are available. Due to this circumstance, anchors in the concrete tensile zone in which cracks are usually found are associated with a safety risk.
Fra DE-A-3 325 800 kendes en forankring af en gevindstang i et borehul i en betondel ved hjælp af en 25 kompoundmasse, hvor borehullet er forsynet med en udvidelse i form af en underskæring. Gevindstangen har ved dens indføringsende et svingbart lejret vippeanker, som er indrettet til at svinges ud i en i tværsnit firkantet underskæring.From DE-A-3 325 800 an anchor of a threaded rod in a borehole in a concrete part is known by means of a compound compound, the borehole being provided with an extension in the form of an undercut. The threaded rod has at its insertion end a pivotally pitched rocker anchor which is arranged to be pivoted in a cross-sectional square cut.
Denne kendte forankring består af to dele og er dermed kost-30 bar at fremstille. Endvidere er fremstillingen af en sådan underskæring og indsættelsen af gevindstangen vanskelig.This known anchorage consists of two parts and is thus costly to manufacture. Furthermore, the preparation of such an undercut and the insertion of the threaded rod are difficult.
Endvidere kendes der fra DE-A-3 209 018 en forankring, ved hvilken der på indføringsenden af gevindstangen er udformet en konus, som er indrettet til at gribe ind i en 35 tilsvarende underskæring, hvor den kan sikres ved hjælp af en kompoundmasse, men denne forankring har imidlertid en spredebøsning, der på konventionel måde er skudt ned over gevindstangen, og som griber ind i underskæringen. Compound-Furthermore, from DE-A-3 209 018 an anchor is known in which a cone is arranged at the insertion end of the threaded rod adapted to engage a corresponding undercut where it can be secured by means of a compound mass, but however, this anchorage has a spreading bush, which is conventionally shot down over the threaded rod, which engages the undercut. Compound-
DK 161851 BDK 161851 B
2 massen tjener herved til sikring af spredebøsningen på konussen, idet spredebøsningen ikke er ud i ét med gevindstangen.2 the mass thereby serves to secure the spreading bush on the cone, since the spreading bush is not integral with the threaded rod.
Den opgave, som ligger til grund for opfindelsen, er j 5 at muliggøre en forankring i trækzoner med en gevindstang og j kompoundmasse.The object of the invention is to enable anchoring in tensile zones with a threaded rod and compound compound.
I henhold til opfindelsen opnås dette ved, at en for- IAccording to the invention, this is achieved by providing a
ankring af den i indledningen til krav 1 angivne art er ejendommelig ved det i den kendetegnede del af krav 1 angiv-10 ne. Efter fremstilling af underskæringen i området ved borehullets bund med et til dette formål egnet bor gennemføres forankringen med den kendte fremgangsmåde. Gevindstangen drives så langt ind i borehullet, at konussen befinder sig i området ved underskæringen. Efter hærdningen danner den i ' 15 kompoundmassén indlejrede konus en på grund af sin form baseret fastlåsning. Når der optræder en revne gennem forankringsstedet, løsner kompoundmassén sig ganske vist fra borehullets væg, men så holdes nu gevindstangen fast ved sammenlåsningen i underskæringen, således at der trods revnedan-20 nelsen kan opnås høje hoIdeværdier. På grund af koniciteten i underskæringen bliver forøgelsen af borehullets størrelse udlignet ved en ringe udglidning. Også holdeværdierne i ikke revnet beton forbedres ved hjælp af løsningen ifølge opfindelsen, da der på grund af underskæringen og konussen på ge-25 vindstangen opstår en yderligere radial kraftkomponent.anchoring of the kind specified in the preamble of claim 1 is peculiar to that of the characterizing part of claim 1. After preparing the undercut in the area at the bottom of the borehole with a drill suitable for this purpose, the anchoring is carried out by the known method. The threaded rod is driven so far into the borehole that the cone is in the area at the undercut. After curing, the cone embedded in the '15 compound mass forms a latch due to its shape. When a crack occurs through the anchoring site, the compound mass is detached from the wall of the borehole, but the threaded rod is now held firmly by the interlock in the undercut, so that despite the crack formation, high head values can be obtained. Due to the conicity of the undercut, the increase in borehole size is offset by a slight slip. Also, the holding values in uncracked concrete are improved by the solution according to the invention, as a further radial force component is formed due to the undercut and cone on the threaded bar.
I henhold til en særlig udformning ifølge opfindelsen kan konusvinklen på gevindstangen svare til vinklen for underskæringen og den største konusdiameter omtrent svare til diameteren af borehullet. På grund af denne afstemning frem-30 kommer der også i området ved underskæringen en omslutning af gevindstangen med kompoundmasse af samme tykkelse som i det cylindriske skaftområde.According to a particular embodiment of the invention, the angle of the cone on the threaded rod may correspond to the angle of the undercut and the largest cone diameter approximately equal to the diameter of the borehole. Due to this tuning, an enclosure of the threaded rod with compound mass of the same thickness as in the cylindrical shaft region also appears in the area of the undercut.
I henhold til en komplettering ifølge opfindelsen kan gevindstangen umiddelbart foran konussen have et i diameter 35 reduceret afsnit. På grund af gevindstængerne transporteres kompoundmassén under blandingen i retning mod borehullets munding. Det i diameter reducerede, gevindløse afsnit virker som en transportspærring, således at underskæringen forbli-According to a supplement according to the invention, the threaded rod immediately in front of the cone may have a reduced diameter 35. Because of the threaded rods, the compound mass is transported during mixing in the direction of the borehole mouth. The diameter-reduced threadless section acts as a transport barrier, so that the undercut remains
DK 161851 BDK 161851 B
3 ver fyldt med kompoundmasse også ved længere tids drejning af gevindstangen. For i dette område yderligere at sikre en forbindelse med gevindstangen kan det i diameter reducerede afsnit have omløbende riller.3 ver filled with compound mass also by prolonged rotation of the threaded rod. To further secure a connection with the threaded rod in this area, the diameter-reduced section may have circular grooves.
5 Endelig kan konussen på gevindstangen være forsynet med en ru overflade. På grund af denne ru overflade forbedres forbindelsen mellem konussen på gevindstangen og kompoundmassen.Finally, the cone on the threaded rod may be provided with a rough surface. Because of this rough surface, the connection between the cone of the threaded rod and the compound mass is improved.
I henhold til en særlig udformning ifølge opfindelsen 10 kan endefladen af konussen på gevindstangen være forsynet med i stjerneform forløbende kærve, der strækker sig frem til omkredsfladen af konussen. Ved hjælp af disse kærve opstår der skærekanter, der letter formalingen af glasampullen og blandingen af kompoundmassens komponenter. Endvidere op-15 står der på grund af kærvene gennembrydninger i området ved den største konusdiameter på gevindstangen, hvilket ved inddrivning af gevindstangen muliggør en opstigning af kompoundmassen over konussen i retning mod den cylindriske del af borehullet.According to a particular embodiment of the invention 10, the end surface of the cone of the threaded rod may be provided with a star-shaped groove extending to the circumferential surface of the cone. By means of these notches, cutting edges are formed which facilitate the grinding of the glass vial and the mixture of the components of the compound mass. Furthermore, due to the notches, breakthroughs occur in the region at the largest cone diameter of the threaded rod, which, by pushing the threaded rod, allows an increase of the compound mass over the cone towards the cylindrical part of the borehole.
20 Tegningen viser et udførelseseksempel på opfindelsen.The drawing shows an exemplary embodiment of the invention.
Forankringen af den med en konus 1 forsynede gevindstang 2 sker i et borehul 3, som i området ved borehullets bund er forsynet med en underskæring 4, der udvider sig i retning mod borehullets bund. Efter fremstilling af borehul-25 let anbringes en kompoundmasse 5 i borehullet 3 eksempelvis i form af en glasampul. Med en borehammer inddrives gevindstangen 2 i borehullet 3 og herved knuses glasampullen samtidig med, at kompoundmassens komponenter aktiveres ved blandingen. Gevindstangen er korrekt placeret, når konussen 30 1 på gevindstangen 2 befinder sig i området med underskærin gen 4. Dette kan eksempelvis være vist ved hjælp af en markering på gevindstangen. Det til konussen 1 tilsluttede, med omløbende riller 6 og i forhold til diameteren af gevindstangen 2 med reduceret diameter forsynede afsnit 7 danner 35 en transportspærring, således at underskæringen 4 forbliver fyldt med kompoundmasse også ved en for langvaring drejning af gevindstangen 2. Til forbedring af forbindelsen mellem konussen 1 på gevindstangen 2 og kompoundmassen 5 er konus-The anchoring of the threaded rod 2 provided with a cone 1 takes place in a borehole 3, which in the area at the bottom of the borehole is provided with a lower cut 4 which extends in the direction towards the bottom of the borehole. After preparation of the borehole, a compound mass 5 is placed in the borehole 3, for example in the form of a glass ampoule. With a drill hammer, the threaded rod 2 is driven into the borehole 3, thereby crushing the glass ampoule while activating the components of the compound mass during the mixing. The threaded rod is correctly positioned when the cone 30 1 of the threaded rod 2 is in the region of the undercut 4. This can be shown, for example, by means of a marking on the threaded rod. The cone 1 connected to the cone 1, with circular grooves 6 and in relation to the diameter of the reduced diameter threaded rod 2, 35 forms a transport barrier, so that the undercut 4 remains filled with compound mass even if the threaded rod 2 is too long rotated. the connection between the cone 1 of the threaded rod 2 and the compound mass 5 is the cone.
Claims (6)
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE3516866 | 1985-05-10 | ||
| DE19853516866 DE3516866A1 (en) | 1985-05-10 | 1985-05-10 | ANCHORING A THREADED ROD BY MEANS OF A COMPOSITION |
Publications (4)
| Publication Number | Publication Date |
|---|---|
| DK154286D0 DK154286D0 (en) | 1986-04-04 |
| DK154286A DK154286A (en) | 1986-11-11 |
| DK161851B true DK161851B (en) | 1991-08-19 |
| DK161851C DK161851C (en) | 1992-02-03 |
Family
ID=6270373
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| DK154286A DK161851C (en) | 1985-05-10 | 1986-04-04 | ANCHORING A SCREW THROUGH USING A COMPONENT MASS IN A DRILL HOLE IN A CONCRETE |
Country Status (7)
| Country | Link |
|---|---|
| EP (1) | EP0203416B1 (en) |
| JP (1) | JPS61256011A (en) |
| AT (1) | ATE41044T1 (en) |
| BR (1) | BR8602099A (en) |
| DE (1) | DE3516866A1 (en) |
| DK (1) | DK161851C (en) |
| ES (1) | ES293635Y (en) |
Families Citing this family (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3708764C2 (en) * | 1987-03-18 | 1995-07-13 | Upat Max Langensiepen Kg | Anchor rod for an adhesive resin anchor |
| DE3741320A1 (en) * | 1987-12-05 | 1989-06-15 | B & Btec Holding Ag | METHOD FOR FIXING ANCHOR RODS IN CONCRETE AND COMPOSITION |
| US4861198A (en) * | 1988-11-22 | 1989-08-29 | Jennmar Corporation | Expansion assembly for mine roof bolts |
| DE3921697A1 (en) * | 1989-07-01 | 1991-01-10 | Fischer Artur Werke Gmbh | ANCHORING A THREADED BOLT BY MEANS OF A COMPOSITION |
| DE4001297A1 (en) * | 1990-01-18 | 1991-07-25 | Fischer Artur Werke Gmbh | Facade-plate mounting - has plastic cap with centring spigot on bolt shank engaging in drilling |
| US5126054A (en) * | 1990-05-24 | 1992-06-30 | Pall Corporation | Venting means |
| DE4121620A1 (en) * | 1991-06-29 | 1993-01-07 | Fischer Artur Werke Gmbh | ANCHOR ROD FOR ANCHORING WITH SYNTHETIC RESIN |
| DE4204214A1 (en) * | 1992-02-13 | 1993-08-19 | Fischer Artur Werke Gmbh | ANCHOR FOR ANCHORING BY MEANS OF A COMPOSITION IN A DRILL HOLE OF A CONCRETE PART |
| DE4221853A1 (en) * | 1992-05-18 | 1993-11-25 | Fischer Artur Werke Gmbh | Fixture locating in borehole of concrete mass - has belt and plastics sleeve, bolt having additional head section with wedge end attaching to expanded cone |
| DE9307551U1 (en) * | 1993-05-18 | 1994-09-29 | Fischerwerke Artur Fischer Gmbh & Co Kg, 72178 Waldachtal | Anchor bolt for anchoring using a compound |
| DE4336488A1 (en) * | 1993-10-26 | 1995-04-27 | Reinhold Oettl | Composite anchor |
| US5806275A (en) * | 1996-10-07 | 1998-09-15 | Giannuzzi; Anthony C. | Chemical anchor bolt and cap assembly |
| DE19746822A1 (en) * | 1997-10-23 | 1999-04-29 | Upat Max Langensiepen Kg | Bolt to fasten rails to permanent way using thermosetting material |
| WO2007089010A1 (en) * | 2006-02-01 | 2007-08-09 | Sanko Techno Co., Ltd. | Adhesive anchor and method for adhesive anchor construction |
| DE102011017665A1 (en) * | 2011-04-28 | 2012-10-31 | Hilti Aktiengesellschaft | anchor rod |
| DE102016106251A1 (en) * | 2016-04-06 | 2017-10-12 | Fischerwerke Gmbh & Co. Kg | Anchor rod and mounting arrangement |
| EP3290722A1 (en) * | 2016-09-01 | 2018-03-07 | HILTI Aktiengesellschaft | Anchoring bar for a composite anchor system |
Family Cites Families (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE933328C (en) * | 1953-10-13 | 1956-05-03 | Wilhelm Weghuber | Method for connecting rock layers by means of rock bolts in mining and means for practicing the method |
| GR63633B (en) * | 1977-09-27 | 1979-11-27 | H Fischer | Anchoring of one element of solide fiction for filling the blind hole with a hardening binding material |
| DE2940436A1 (en) * | 1979-10-05 | 1981-04-09 | Heinrich 6102 Pfungstadt Liebig | Dowel fast setting in undercut bore - used hardenable plastics fill in addition to locking devices |
| DE2941769C2 (en) * | 1979-10-16 | 1985-10-31 | Upat Gmbh & Co, 7830 Emmendingen | Procedure for setting an anchor bolt and anchor bolts |
| DE3126190A1 (en) * | 1981-07-03 | 1983-01-20 | Artur Dr.H.C. 7244 Waldachtal Fischer | IMPACT SPREAD DOWEL FOR ANCHORING IN PARTICULARLY CONICALLY EXTENDED DRILL HOLES |
| DE8202679U1 (en) * | 1982-02-03 | 1983-02-03 | Fischer, Artur, Dr.H.C., 7244 Waldachtal | Anchoring of an expansion anchor in a borehole having an undercut |
| DE3209018A1 (en) * | 1982-03-12 | 1983-09-15 | Fischer, Artur, Dr.H.C., 7244 Waldachtal | Anchorage of an impact expanding dowel in a drilled hole having an undercut |
| JPS607120A (en) * | 1983-06-25 | 1985-01-14 | Rohm Co Ltd | Method for positioning semiconductor wafer |
| JPS6015928U (en) * | 1983-07-12 | 1985-02-02 | 本田技研工業株式会社 | Intercooler mounting device for automobile turbocharged engine |
| DE3325800A1 (en) * | 1983-07-16 | 1985-01-31 | Heinrich 6102 Pfungstadt Liebig | Adhesive anchor |
-
1985
- 1985-05-10 DE DE19853516866 patent/DE3516866A1/en not_active Ceased
-
1986
- 1986-04-04 DK DK154286A patent/DK161851C/en not_active IP Right Cessation
- 1986-04-16 ES ES1986293635U patent/ES293635Y/en not_active Expired
- 1986-05-02 AT AT86106085T patent/ATE41044T1/en not_active IP Right Cessation
- 1986-05-02 EP EP86106085A patent/EP0203416B1/en not_active Expired
- 1986-05-09 JP JP61105056A patent/JPS61256011A/en active Granted
- 1986-05-09 BR BR8602099A patent/BR8602099A/en not_active IP Right Cessation
Also Published As
| Publication number | Publication date |
|---|---|
| ATE41044T1 (en) | 1989-03-15 |
| EP0203416B1 (en) | 1989-03-01 |
| JPH0355686B2 (en) | 1991-08-26 |
| EP0203416A1 (en) | 1986-12-03 |
| ES293635Y (en) | 1987-04-16 |
| DK154286A (en) | 1986-11-11 |
| ES293635U (en) | 1986-08-01 |
| DE3516866A1 (en) | 1986-11-13 |
| DK161851C (en) | 1992-02-03 |
| DK154286D0 (en) | 1986-04-04 |
| JPS61256011A (en) | 1986-11-13 |
| BR8602099A (en) | 1987-01-13 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A0 | Application filed | ||
| PBP | Patent lapsed | ||
| PBP | Patent lapsed |