SK59292A3 - Plastic anchor for facing masonry - Google Patents

Plastic anchor for facing masonry Download PDF

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Publication number
SK59292A3
SK59292A3 SK59292A SK59292A SK59292A3 SK 59292 A3 SK59292 A3 SK 59292A3 SK 59292 A SK59292 A SK 59292A SK 59292 A SK59292 A SK 59292A SK 59292 A3 SK59292 A3 SK 59292A3
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SK
Slovakia
Prior art keywords
anchor
anchoring part
shank
masonry
anchoring
Prior art date
Application number
SK59292A
Other languages
Slovak (sk)
Inventor
Dieter Axt
Manfred Haage
Harald Guth
Eberhard Mader
Original Assignee
Fischer Artur Werke Gmbh
Priority date (The priority date 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 date listed.)
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Publication date
Application filed by Fischer Artur Werke Gmbh filed Critical Fischer Artur Werke Gmbh
Publication of SK59292A3 publication Critical patent/SK59292A3/en

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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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4178—Masonry wall ties
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • E04B1/7608—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only comprising a prefabricated insulating layer, disposed between two other layers or panels
    • E04B1/7612—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only comprising a prefabricated insulating layer, disposed between two other layers or panels in combination with an air space
    • E04B1/7616—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only comprising a prefabricated insulating layer, disposed between two other layers or panels in combination with an air space with insulation-layer locating devices combined with wall ties
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • E04B1/762—Exterior insulation of exterior walls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • E04B1/762—Exterior insulation of exterior walls
    • E04B1/7629—Details of the mechanical connection of the insulation to the wall
    • E04B1/7633—Dowels with enlarged insulation retaining head

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Acoustics & Sound (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Finishing Walls (AREA)

Abstract

2.1 Facing anchors (1) having an insulating material disc (3) at the top end for securing insulating material boards (10) and a sleeve-shaped shank (2), which is adjoined by an anchoring part (4) which can be spread apart by a wire anchor (15) in the supporting masonry (9). 2.2 In order to design the facing anchor (1) in such a way that it can be encased in concrete, the anchoring part (4) is provided with a tapering (5), closing the inner bore (6), as well as with locking elements (7) on its outer circumference. Furthermore, a peripheral sealing lip (11) is arranged between anchoring part (4) and shank (2) for sealing off the bore in the insulating material board (10).

Description

Oblast technikyTechnical field

ΑΛ3Γ80V λΖ3ΊγΝΑΛ Odd a vy nΑΛ3Γ80V λΖ3ΊγΝΑΛ Odd and you n

Vynález se týká kotvy z plastu pro pbklaďové zď. rá obsahuje izolační kotouč na čelním konci k pridrž ) lačníeh desek, podie nároku č.1.BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a plastic wall anchor. The insulating disc comprises, at the front end, a holding plate according to claim 1.

Dosavadni stav techniky ?í Ψε i vání izoogoa <•5BACKGROUND OF THE INVENTION Isolation of <5

K upevnování izolačních desek s e použivé kotev, 'ktená-ita-— jí v napojení na dŕík, pronikajíci izolační deskou, kotevní díl, který se vkláďá do pŕeďem vyvŕtané díry ve sténé a tam s e upevní zatlačením a rozepŕením rozpémého prvku neha kotevního drátu. Použití táto kotvy vychází z následného pčipevnéní izolačních ďesek na zdivo, což zásadné vyžaduje zhotovení vyvŕtané díry pro vložení kotvy. U betónových stén, které jsou zpravidla opatrený armaváníin, znamená zhotovení vŕtaných dér pro kotvy značné náklady. Když se kotvy dodatečné používá k podepŕení a pŕidržení obkladového zďiva, musí být kotva ukotve^· na v nosném zdivu tak, aby mohly být eo nejrozsáhleji bezeskluzové zachyceny sily púsobící na obkladové zdivo. To zpravidla není možné u kotev z plastu, které jsou rozepŕeny vloženým kotevním drátem.To fasten the insulating plates, the anchors used in connection with the shank penetrating the insulating plate, an anchoring piece which is inserted into a pre-drilled hole in the wall and is fixed there by pushing and spreading the span element of the anchor wire. The use of this anchor is based on the subsequent fixing of the insulation boards to the masonry, which fundamentally requires the production of a drilled hole for inserting the anchor. In the case of concrete walls, which are generally provided with an amorphous material, the construction of drilled holes for anchors entails considerable costs. When the anchors are additionally used to support and retain the cladding masonry, the anchor must be anchored in the bearing masonry so that the forces acting on the cladding masonry can be absorbed as silently as possible. This is generally not possible with plastic anchors which are expanded by an inserted anchor wire.

Podstata vynálezuSUMMARY OF THE INVENTION

Cílem vynálezu je vytvorení kotvy z plastu pro dvouvrstv.é zdivo, která se zakotví zabetonováním pri výrobé nosného zdiva z betónu, a která zaručuje trvalé spojení mezi obkladovým zdivenr a nosným zdivem. Uvedený problém je vyfešen kotvou z plastu uvedeného typu, podie význakov.é části hlavního nároku. Izolační desky odolné proti tlaku se pripevní k bednéní pro nosné zdivo společ'né s kotvami vtlačenými do izolačních desek až k dosadnutí izolačních kotoučŕň na jejich vnéjší stranu. Kóte vní díly tak proniknou do bednéní, takže se pri žalití bednéní betonem kotevní díl zabetónuje. Blokovacími prvky uspoŕádanými na vnéjším obvodu kotevního dílu s e ďosóhne pa vytvrdení betónu ukotvení kotvy v nosnént zdivu bezpečného proti tahu i tlaku- Díky hrotu, který uzavírá vnitŕní vrtóní kotevního dílu, múže být kotva jednak vtlačená do izolační desky bez pŕedvrtáhí a jednak je toto vnitŕní vrtáhí ehránéno? pred vtokenr maltové snrési po žali tí be.dnéní. Tésnícím výatupkem uspoŕádaným mezi kotevním dilem a dŕíkem je dále rovné ž utésnén proti vniknutí maltové sméai otvor vzniklý protlačením kotvy izolační deskou. Pauodstranéní bednéní ze zdiva jsou izolační désky pŕfdržovány na zdivu izolačníin kotoučem spojeným dŕíkem s kotevním? dilem. Do vnitŕního vrtóní kotevního dílu se vtlačí kotevní drôt opatrený samoŕezným zóvitem, jehož volný konec, pŕeč'níva jíeí izolační desku, se zabetónuje do mezerobkladového zdiva. Tím se pŕevóďéjjí tlakové a sací síly,zpúsobené vétrem a púsobící na obkladové zdivo, na nosné zdivo. K lepšímu utésnéní a pronikóní izolační déskou múže mít tésnící výstupek ve sméru kotevního dílu zúžení ve tvaru komolého kužele.It is an object of the present invention to provide a plastic anchor for two-layer masonry which is anchored by concreting in the manufacture of concrete masonry and which ensures a permanent connection between the cladding masonry and the masonry. Said problem is solved by a plastic anchor of said type according to the characterizing part of the main claim. The pressure-resistant insulating plates are attached to the masonry formwork together with the anchors pressed into the insulating plates until the insulating discs have been seated on their outer side. The dimensioned parts thus penetrate the formwork, so that when the formwork is poured with concrete, the anchoring part is concreted. The anchors arranged on the outer perimeter of the anchoring part can be reached by hardening of the concrete by anchoring the anchor in the load-bearing and pressure-resistant masonry wall. ehránéno? before the inlet mortar sniffs after the harassment of those days. Furthermore, the sealing opening provided between the anchoring part and the shank is also sealed against penetration of the mortar by the opening formed by pushing the anchor through the insulating plate. After removing the masonry formwork, are the insulating boards held on the insulating masonry by a disc connected to the anchoring shank? dilemmas. An anchor wire provided with a self-tapping zinc is pressed into the inner bore of the anchoring part, the free end of which crosses the other insulating plate is concreted into the interlayer masonry. As a result, the compressive and suction forces caused by the wind and acting on the cladding masonry are transferred to the bearing masonry. To better seal and penetrate the insulating tape, the sealing protrusion may have a frustoconical taper in the direction of the anchoring component.

Ké zvýšení kotví cího účinku kotevního dílu maj í blokovací prvky uspoŕódané na jeho vnéjším obvodu tvar obvodových nálitkú.To increase the anchoring effect of the anchoring part, the locking elements arranged on its outer periphery have the shape of a peripheral boss.

K zajišténí proti otóčení kotvy, napríklad pri vytahování kotevního drôtu, mohou být mezi blokovacím! prvky uspoŕédána podélná žebra. K dosažení spojení mezi kotevním drátem a kotvou odolného proti tahu i tlaku má vnitŕní vrtáhí v kotevním? dílu v porovnání s vnitŕním vrtá'ním v oblasti dŕíku zmenšený prúŕez. Konečné mohou být pred tésnícím výstupkem uspoŕódóny ďva protilehlé pŕíčné otvory proehá'zejieí sténou dŕíku kotvy.To prevent the anchor from rotating, for example when pulling the anchor wire, they may be between the locking bolts! longitudinal ribs are arranged by the elements. To achieve a connection between the anchor wire and the tensile and pressure resistant anchor, has the inside bore in the anchor? A reduced cross-section in the area of the shaft compared to internal drilling. Finally, opposite transverse apertures may extend through the anchor shank wall prior to the sealing projection.

Ty to pŕíčné otvory vzniknou podepŕenínr jádra pro formování vnitŕního vrtóní, které múže být uloženo jenom jednostranné ve vstŕikovací formé z dúvoďu uzavŕeného kotevního dílu. Uapoŕádéním? pŕíčných otvorú pred tésnícím? výstupkem, a tím i ,mimo kotevní . díl ae zabráni vniknutí materiálu pŕíčnými otvory do vnitŕního vrtóní pri zabetonování kotvy.These transverse openings result in support of the core for forming the internal borehole, which can only be mounted unilaterally in the injection mold from the enclosure anchoring part. Uapoŕádéním? transverse open before the seal? the protrusion, and hence, outside the anchor. and prevents the material from penetrating through the transverse holes into the internal boreholes when the anchor is concreted.

Pŕehled obrázku na výkresuOverview of the figure in the drawing

Vynález bude blíže osvétlen pomoci priloženého výkresu znázorňujicí kotvu z plastu pro obkladové zdivo.The invention will be explained in more detail by means of the attached drawing showing an anchor of plastic for cladding masonry.

- 3 Príklady pro vedení vynálezuExamples for carrying out the invention

Kotva J_ vyrobená z plastu vstŕikovým lltím má dŕík-=ve tva ru pouzdra, na jehož konci je uspoŕádán izolační kotouč 2 a na druhé nr konci ko tavní díl 4. Čelo: kotevního dílu £ je opatrene hr o tern který uzavírá vnitŕní vrtání 6. kotevního dílu 4, takže pri zabetonování kotvy ďo nosného zdiva nemôže vniknout čLd vnltŕního vrtání 6 kotevního dílu malta, resp. beton. K dosažení dostatečného katvícího účinku je kotevní díl 4 opatren na svénr vnéjším obvodu nékolika blokovacími prvky £_ vytvorenými j ako obvodové nálitky. Mezi témito nálitky jsou uspoŕádána podélná žebra 8 k zajiäténí proti otádení kotvy. Ukotvení kotvy nastane zabetonováním kotevního dílu 4 pri vyplnéní bednéní nosného zdiva 9 maltou. Šalovaeí stény jsou jlž obložený izolačníml deskami 10, do nichž jsou zatlačený kotvy j_ tak, že izolační kotouče 2 vytvarované- na dŕíku 2 kotvy J_ tésné dosedá jí. na vnéjší plochu izolačních ďesek 10. Protlačení kotvy izolačníml deskami bez pŕedvrtání je možné díky hrotu 2· Mezi kotevním dilem 4 a dríkem j? jsou vytvorený dva tésnící výstupky 11 uspoŕádané za sebou,k utésnéní otvoru v izolační desce proti vniknutí malty. K ulehčení vnikání kotvy J_ do izolační desky 10 je účelné, když se alespoň predaní tésní'cí výstupek opatrí zúženim^e tvaru koraolého kužele, ve sméru kotevního dílu 4. Príčhé otvory 13 s okrejem 14 uspoŕádané pred obéma tšsnícíml výstupky slouží k podepŕení jádra pro vnitŕní vrtání pri výrobé kotvy KThe anchor 1 made of plastic by injection molding has a shank-shaped hole, at the end of which an insulating disc 2 is arranged and at the other end of the anchoring part 4. The front part of the anchoring part 4 is provided with a throat which closes the inner bore 6. of the anchoring part 4, so that when the anchor is concreted on the bearing masonry, the internal drilling member 6 of the anchoring part mortar or the anchoring part cannot penetrate. concrete. In order to achieve a sufficient catalyzing effect, the anchoring part 4 is provided with a plurality of locking elements 4 formed on the outer periphery of the outer circumference, being formed as peripheral risers. Between these bosses, longitudinal ribs 8 are provided to prevent the anchor from rotating. The anchorage is anchored by concreting the anchoring part 4 when the formwork of the load-bearing masonry 9 is filled with mortar. The sheathing walls are already lined with insulating plates 10 into which the anchors 1 are pushed so that the insulating discs 2 are formed on the shank 2 of the anchor 1 tightly against it. to the outer surface of the insulating plates 10. The anchorage of the anchor through the insulating plates without pre-drilling is possible due to the tip 2 · Between the anchor part 4 and the shank j? two sealing protrusions 11 are provided one behind the other to seal the opening in the insulating plate against the ingress of mortar. In order to facilitate the penetration of the anchor 1 into the insulating plate 10, it is expedient if at least the sealing sealing projection is provided with a tapered cone-shaped narrowing in the direction of the anchoring part 4. The tapered apertures 13 with an edge 14 disposed in front of the two sealing projections serve to support the core. drill bits for the production of anchors

Po vytvrzení nosného zdiva 2 a odstranéní bednéní se do zúženého vnltŕního vrtání 6 kotevního dílu 4 vtlačí kotevní drét 19; svým samoŕezným závitem 1 6. K pŕidržení obkladového zdiva 18 se potom zahnutý konec 17 kotevního dŕátu 15 zabetónuje do mezer obkladového zdiva 18. Do nosného zdiva 2 se kotevním ďrátem 15 pŕevádéjí tlakové a sací sily zpúsobené vétrem a púsobící na obkladové zdiv.o 18«After the support masonry 2 has hardened and the formwork has been removed, the anchor wire 19 is pressed into the tapered internal bore 6 of the anchoring part 4; With its self-tapping thread 16, the bent end 17 of the anchoring wire 15 is then concreted into the gaps of the cladding masonry 18 to retain the cladding masonry 18. The compressive and suction forces caused by the anchoring wire 15 are transferred to the cladding masonry.

Claims (6)

PATBITOVÉ Ν' Á R Ο ΚϊPATBIT Ν 'Á R Ο Κϊ 1. Kotva z plastu pro obkladové zdiv.o, obsahtcjící izolační kotoúč na čélním konci k pŕidržování izolačních desek a dŕík ve_tvaru pouzdra pronikající izolační des kou, na néjž je napojem kotevní díl s vnitŕním vrtáním k uchý cení kcrtevního drátu, vyznačující se t í a, že kotevní díl /4/ obsahuje hrot /5/,jenž reayírá vnitŕní', vrtání /6/ a rovné ž' obsahuje blokovací prv^r /7/ na s vám vnéjéím obvodu,, a. 2e mezi kotevnínr dilem /4/ a dŕíkem /2/ je uspoŕádán alespoň jeden tésníeí výstupefc /11/.A plastic anchor for facing masonry, comprising an insulating coil at the front end for retaining insulating plates and a housing-shaped shank penetrating the insulating plate, to which an anchoring piece with an internal bore is connected to receive a blood wire, comprising: The anchoring part (4) comprises a spike (5) that reacts the inner bore (6) and also includes a locking element (7) on the outer periphery of the anchor. 2e at least one sealing outlet (11) is arranged between the anchoring part (4) and the shank (2). 2- Kotua podie bodu 1,vyznačující se tím, 2e tésnící výstupok /11/ má ve sméru kotevního dílu /4/ zúžení /12/ ve tvaru komolého kužele.2. The disc according to claim 1, wherein the sealing lip (11) has a frusto-conical taper (12) in the direction of the anchoring part (4). 3. Kotva podie bodu 1,vyznačující se tím, že blokovací prvky /7/ uspoŕédané na kotevním dílu /4/ maj í tvar obvodových nálitkú.Anchor according to claim 1, characterized in that the locking elements (7) arranged on the anchoring part (4) are in the form of peripheral bosses. 4. Kotva podie bodu 1„vyznačující se tím, že mezi blokovaeíml prvky /7/ jsou uspoŕádéna podélná žebra /8/.Anchor according to claim 1, characterized in that longitudinal ribs (8) are arranged between the locking elements (7). 5» Kotva podie bodu 1rvyznačující se tím, že vnitŕní vrtání /6/ v kotevním dílu /4/ má v porovnéní s vnitŕnínt vrtáním v oblasti dŕíku /2/ zmenšený prúŕez.5 »anchor according to paragraph 1 r characterized in that the inner hole / 6 / in the anchor portion / 4 / has porovnéní vnitŕnínt the bore of the shank / 2 / reduced section. 6. Kotva podie bodu 1,vyznačující se tím, že pŕedi tésnícínr výstupkem /11/ jsou uspoŕádány dva protilehlé pŕíčné otvory /13/ procházející sténou dŕíku.Anchor according to claim 1, characterized in that two opposing transverse openings (13) extending through the shank wall are arranged in front of the sealing lip (11).
SK59292A 1991-03-02 1992-02-28 Plastic anchor for facing masonry SK59292A3 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE19914106671 DE4106671A1 (en) 1991-03-02 1991-03-02 FACING ANCHOR ON PLASTIC

Publications (1)

Publication Number Publication Date
SK59292A3 true SK59292A3 (en) 1994-08-10

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Application Number Title Priority Date Filing Date
SK59292A SK59292A3 (en) 1991-03-02 1992-02-28 Plastic anchor for facing masonry

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EP (1) EP0502302B1 (en)
JP (1) JPH05280172A (en)
BR (1) BR9200684A (en)
CZ (1) CZ280571B6 (en)
DE (2) DE4106671A1 (en)
DK (1) DK0502302T3 (en)
HU (1) HU211013B (en)
PL (1) PL293593A1 (en)
RU (1) RU2053336C1 (en)
SK (1) SK59292A3 (en)

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DE4106671A1 (en) 1992-09-03
JPH05280172A (en) 1993-10-26
DK0502302T3 (en) 1995-03-27
BR9200684A (en) 1992-11-10
RU2053336C1 (en) 1996-01-27
DE59200798D1 (en) 1995-01-05
EP0502302B1 (en) 1994-11-23
CZ59292A3 (en) 1993-01-13
PL293593A1 (en) 1992-09-07
CZ280571B6 (en) 1996-02-14
EP0502302A1 (en) 1992-09-09
HU9200424D0 (en) 1992-04-28
HUT60345A (en) 1992-08-28
HU211013B (en) 1995-09-28

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