SK59292A3 - Plastic anchor for facing masonry - Google Patents
Plastic anchor for facing masonry Download PDFInfo
- 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
- Authority
- SK
- Slovakia
- Prior art keywords
- anchor
- anchoring part
- shank
- masonry
- anchoring
- Prior art date
Links
- 238000004873 anchoring Methods 0.000 claims abstract description 30
- 238000007789 sealing Methods 0.000 claims abstract description 12
- 230000002093 peripheral effect Effects 0.000 claims abstract description 4
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 239000008280 blood Substances 0.000 claims 1
- 210000004369 blood Anatomy 0.000 claims 1
- 239000011810 insulating material Substances 0.000 abstract 3
- 238000005253 cladding Methods 0.000 description 8
- 238000009415 formwork Methods 0.000 description 6
- 239000004570 mortar (masonry) Substances 0.000 description 5
- 238000005553 drilling Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000035515 penetration Effects 0.000 description 2
- 238000010079 rubber tapping Methods 0.000 description 2
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000001746 injection moulding Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 239000011701 zinc Substances 0.000 description 1
- 229910052725 zinc Inorganic materials 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
-
- 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
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)
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 |
Family
ID=6426319
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SK59292A SK59292A3 (en) | 1991-03-02 | 1992-02-28 | Plastic anchor for facing masonry |
Country Status (10)
Country | Link |
---|---|
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) |
Families Citing this family (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2006011055A2 (en) * | 2004-07-26 | 2006-02-02 | Global Engineered Fasteners Pty Ltd | Attachment of components to composite materials |
CN100453751C (en) * | 2006-04-16 | 2009-01-21 | 泓泰复合材料(江阴)有限公司 | Side hidden anchoring parts for composite heat-preservation board and installation method thereof |
EP2562318A1 (en) | 2011-08-23 | 2013-02-27 | NV Bekaert SA | A binding element for a building wall structure |
KR20130051596A (en) * | 2011-11-10 | 2013-05-21 | 엄호섭 | Container house having structural security |
GB2537425A (en) * | 2015-04-17 | 2016-10-19 | Magmatech Ltd | Hammer-in wall-tie system |
CN105507537B (en) * | 2015-07-03 | 2019-04-05 | 陆星但 | It freely assembles and disassembles, the building decoration panel dried hanging hang structure of size independent assortment |
RU192524U1 (en) * | 2019-05-29 | 2019-09-19 | Дмитрий Романович Лысюк | SUPPORT FORMWORK THERMOPROFILE |
Family Cites Families (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE7442068U (en) * | 1975-05-07 | Lange K | Fixing nails, in particular for insulating panels | |
DE1180386B (en) * | 1961-12-09 | 1964-10-29 | Guy Vanotti | Plastic sleeve for sleeper screws |
DE1802770C3 (en) * | 1968-10-12 | 1974-09-26 | Alfons 5600 Wuppertal-Barmen Harke | Method for fastening, in particular reattaching, cladding panels to a shell wall and associated anchoring bolts |
CH635907A5 (en) * | 1978-08-30 | 1983-04-29 | Faester Befestigungstechnik Ag | Dowel |
DE8008619U1 (en) * | 1980-03-28 | 1980-06-26 | Hassmann, Dieter, 4980 Buende | Insulation holder |
GB2137254B (en) * | 1983-03-24 | 1986-09-03 | Int Housing Ltd | Insulated concrete wall with integral tie rods |
DE3322397A1 (en) * | 1983-06-22 | 1985-01-10 | BWM Dübel- u. Montagetechnik GmbH, 7022 Leinfelden-Echterdingen | PLATE FASTENING DEVICE WITH DOWEL |
DE8417352U1 (en) * | 1984-06-07 | 1984-09-27 | BWM Dübel- u. Montagetechnik GmbH, 7022 Leinfelden-Echterdingen | DEVICE FOR FIXING A PLATE OD. DGL. ON A WALL OR ROOF OF A BUILDING |
FR2587269B1 (en) * | 1985-09-16 | 1991-05-03 | Scobat Sarl | METHOD AND DEVICE FOR FIXING SIDINGS ON CELLULAR PLASTER AND PANELS OBTAINED ACCORDING TO THIS METHOD |
DE8606959U1 (en) * | 1986-03-13 | 1987-01-02 | M. Wild GmbH, 8481 Lohma | Device for holding cladding panels |
DE3717429A1 (en) * | 1987-05-23 | 1988-12-08 | Toge Duebel A Gerhard Gmbh | Expansion dowel, in particular for fastening lightweight insulating panels on masonry walls |
BE1003392A6 (en) * | 1989-08-21 | 1992-03-17 | Assist S A | Means for connecting the walls of a hollow wall and for anchoring thethermal insulation |
-
1991
- 1991-03-02 DE DE19914106671 patent/DE4106671A1/en not_active Withdrawn
-
1992
- 1992-01-24 DE DE59200798T patent/DE59200798D1/en not_active Expired - Fee Related
- 1992-01-24 EP EP19920101152 patent/EP0502302B1/en not_active Expired - Lifetime
- 1992-01-24 DK DK92101152T patent/DK0502302T3/en active
- 1992-02-12 HU HU9200424A patent/HU211013B/en not_active IP Right Cessation
- 1992-02-24 PL PL29359392A patent/PL293593A1/en unknown
- 1992-02-27 BR BR9200684A patent/BR9200684A/en not_active Application Discontinuation
- 1992-02-28 RU SU5010994 patent/RU2053336C1/en active
- 1992-02-28 SK SK59292A patent/SK59292A3/en unknown
- 1992-02-28 CZ CS92592A patent/CZ280571B6/en unknown
- 1992-03-02 JP JP4462792A patent/JPH05280172A/en active Pending
Also Published As
Publication number | Publication date |
---|---|
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 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US10364569B2 (en) | Guide device for retaining ties in masonry walls | |
US10221558B1 (en) | Foundation connection device for use during construction of concrete wall panels | |
WO2001083178A1 (en) | Fastening device with adjustable fastening surface embedded in cast panel or other products | |
DK0955476T3 (en) | Fastening device with a self-tapping screw for insertion in concrete | |
KR101206344B1 (en) | Precast panel for retaining wall and construction method therewith | |
SK59292A3 (en) | Plastic anchor for facing masonry | |
US7568320B2 (en) | Wall reinforcement system | |
KR100818504B1 (en) | Tension soil nail and construction method of precast concrete panel using the same | |
JP5050983B2 (en) | Post-bonding anchor bolt construction method | |
CS198273B2 (en) | Dowel for anchoring in the drilled hole of the masonry | |
JPH0428851B2 (en) | ||
CN111827509A (en) | Brickwork external wall insulation crab-bolt | |
KR102300604B1 (en) | Seismic retrofit method of masonry buildings by plastering fiber-reinforced mortar | |
KR101299432B1 (en) | Sting style anchor with sawtooth shaped wedge and construction method for the same | |
KR0134495Y1 (en) | Anchor structure | |
KR100948051B1 (en) | Earth anchor using expansion pack | |
KR200321381Y1 (en) | Settlement device for setting up adiabatic member and plaster wall on the wall | |
RU2817520C1 (en) | Method of anchoring and anchoring | |
JPS5820850A (en) | Embedding of anchor bolt | |
CN211369123U (en) | Brickwork external wall insulation crab-bolt | |
KR200422740Y1 (en) | Water-Proofing Plate for Concrete and Fixing Device of The Same | |
EP4180610A1 (en) | Fixing anchor and a set containing at least one this fixing anchor | |
EP0455462B1 (en) | Improvements in the method and means of fixing anchors | |
JP2004060369A (en) | Fastening method of column and continuous footing in wooden building | |
KR200261782Y1 (en) | Clip tie for Face brick of Crosspiece |