EP0131841B1 - Ancrage pour un panneau stratifié - Google Patents
Ancrage pour un panneau stratifié Download PDFInfo
- Publication number
- EP0131841B1 EP0131841B1 EP84107702A EP84107702A EP0131841B1 EP 0131841 B1 EP0131841 B1 EP 0131841B1 EP 84107702 A EP84107702 A EP 84107702A EP 84107702 A EP84107702 A EP 84107702A EP 0131841 B1 EP0131841 B1 EP 0131841B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- stay
- joining
- hook
- joining stay
- steel
- 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.)
- Expired
Links
- 239000004567 concrete Substances 0.000 claims abstract description 8
- 238000009413 insulation Methods 0.000 claims description 3
- 239000004033 plastic Substances 0.000 claims description 3
- 229920003023 plastic Polymers 0.000 claims description 3
- 239000011150 reinforced concrete Substances 0.000 claims 8
- 239000011230 binding agent Substances 0.000 claims 1
- 229910052500 inorganic mineral Inorganic materials 0.000 claims 1
- 239000000463 material Substances 0.000 claims 1
- 239000011707 mineral Substances 0.000 claims 1
- 230000000717 retained effect Effects 0.000 claims 1
- 239000007787 solid Substances 0.000 claims 1
- 239000000126 substance Substances 0.000 claims 1
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract description 33
- 239000002184 metal Substances 0.000 abstract description 6
- 239000002131 composite material Substances 0.000 description 71
- 238000004519 manufacturing process Methods 0.000 description 6
- 239000002699 waste material Substances 0.000 description 4
- 238000005520 cutting process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 230000007423 decrease Effects 0.000 description 2
- 239000006260 foam Substances 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 125000006850 spacer group Chemical group 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Images
Classifications
-
- 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
- E04B1/388—Separate connecting elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/049—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres completely or partially of insulating material, e.g. cellular concrete or foamed plaster
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/28—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid
- E04B2/30—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid using elements having specially designed means for stabilising the position; Spacers for cavity walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
- E04C2/288—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
- E04C2002/045—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete with two parallel leaves connected by tie anchors
- E04C2002/046—Flat anchors
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10S—TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10S52/00—Static structures, e.g. buildings
- Y10S52/13—Hook and loop type fastener
Definitions
- the invention relates to a composite anchor of a laminated panel of the type specified in the preamble of claim 1.
- a known from practice, made of stainless steel composite anchor of this type, the opposite ends of which are releasably embedded in the concrete when forming the supporting and the facing plate, has the shape of a rectangular, flat plate with holes arranged near the narrow sides for passage of anchor rods and the ends of this composite anchor facing the reinforcing steel mats of the supporting or facing plate are pushed through a mesh mat for the tensile connection of the reinforcing steel mats to each other, in order to subsequently be able to insert the anchor rods that can be placed on the reinforcing steel mats.
- This known composite anchor can be inserted relatively easily and effortlessly through the insulating layer, which usually consists of foam plastic, but with this known composite anchor there is no correct and positionally secure mounting of it on the reinforcing steel mats and relative to them, before they are made from concrete by primary molding
- the supporting and facing plates are hardened because the composite anchor can hinge around the anchor bars lying along the side of the reinforcing steel mats both when pushing through the insulating plate and when inserting the fresh concrete into the layered composite panel form, so that incorrectly aligned arrangements of the reinforcing steel mats can also result from each other.
- the object of the invention is now to provide a composite anchor of the type specified in the preamble of claim 1 while maintaining the advantages already achieved in the prior art, namely that the composite anchor is relatively effortlessly inserted through the insulating plate in the production of the layered composite panel and also relatively simple and inexpensive can also be produced in such a way that a considerably simpler production of the layered composite slab and an almost inevitable correct arrangement of both the plate reinforcements relative to one another and the composite anchor relative to the latter can be achieved without reducing the stability of both the composite anchor and the slabs.
- the aforementioned relatively slender end parts can be inserted, for example, even with a greater or lesser lateral offset of the reinforcing steel mesh meshes or even with reinforcing steel mesh meshes that are smaller than the width of the tie rod for connecting the reinforcing steel meshes together in their meshes.
- the composite anchor is now held non-rotatably relative to the reinforcing steel mesh by the double support points provided in the area of the hook or hooks. With its straight end part, the composite anchor can also be effortlessly inserted through the insulating layer without fear of unintentional changes in the position of the insulating layer relative to the already connected reinforcing steel mat.
- the composite anchor can be manufactured inexpensively by cutting it out of sheet metal.
- An advantageous further development consists in that an end part of the first composite anchor end which decreases in width towards the free end of the first composite anchor end at the other second composite anchor end is opposed by a recess arranged between two, approximately wedge-shaped end parts which are spaced apart and which are provided at the first composite anchor end , approximately wedge-shaped tapering end part is congruent and is arranged symmetrically to an axis running at right angles to the longitudinal axis of the tie rod, wherein preferably the tie rod also has longitudinal sides running parallel to each other, the recess and the wedge-shaped tapered end part arranged on the other tie rod end essentially each the shape of an isosceles triangle have and are arranged symmetrically to the central longitudinal axis.
- the greatest width of the cutout and the greatest width of the end part arranged at the other composite anchor end and tapering in a wedge shape can be smaller than the total width of the composite anchor.
- a composite anchor 4 is inserted into a composite layer plate, which essentially consists of a thick support plate 1, a thin facing plate 2 and an insulating plate 3.
- the supporting and facing plates 1, 2 are made of concrete, in each of which a reinforcing steel mat 5 or 6 are embedded.
- the insulating plate 3 is made of foam plastic.
- the essentially flat, cut out of stainless steel sheet, for example 1.5 mm thick composite anchor 4 (particularly clearly in FIGS. 2 to 5) with mutually parallel longitudinal sides 7 has at one end a triangular end part 8 which is symmetrical to the longitudinal central axis of the composite anchor is trained.
- This end part 8 is smaller than the distance of the long sides 7 from one another.
- a triangular recess 9 arranged symmetrically to the longitudinal center axis, through which two end parts 10 and 11 tapering in a wedge shape towards their free end result at that composite anchor end.
- the end part 8 and the recess 9 are congruent so that the composite anchor can be cut out of a sheet metal strip that has the same width as the composite anchor without waste. (Fig. 2).
- the corners are preferably rounded in order, among other things, to reduce the risk of injury.
- the end parts 10 and 11 are formed into hooks 12 and 13, respectively, the hook tips of which point towards the end part 8, the hook tips in each case enclosing an angle of approximately 170 ° with the original plane, so that the hooks can be inserted into the hook mouths of similar composite anchors to reduce the space required during storage and transportation of the composite anchors.
- Holes 14 and 15 are arranged in each hook 12, 13 in the hook tip and the hook part opposite the latter so that, as can be seen from FIG. 1, an anchor rod 16 can be inserted through these holes 14 and 15 in such a way that the anchor rod 16 is placed alongside on a rod of the reinforcing steel mat 5 encompassed by the hooks 12 and 13, whereby the composite anchor 4 is kept at a right angle from the reinforcing steel mat 5 with almost no play.
- the bending of the end parts 10 and 11 is carried out in such a way that two holes 14 and 15 lie opposite each other so that their common central axis (or the axis of the anchor rod 16) is perpendicular to the composite anchor.
- the spatial assignment of the holes 14, 15 mentioned can be achieved, for example, by deliberately bending the end parts 10, 11 or by making additional holes on the part of the manufacturer.
- the latter method has the advantage that it can still be specified on site whether a composite anchor should be installed perpendicular to the plane of the composite layer plate or inclined to it.
- a plurality of holes 17 arranged at a distance from one another are provided, through which an anchor rod 16, which is supported on the reinforcing steel mat 6, is inserted.
- the laminated composite panel shown in FIG. 1 was produced as follows by the so-called positive method.
- the reinforcing steel mat 5 has first been inserted into a layered composite panel mold, not shown, with the aid of known spacers, not shown, at a distance from the bottom of the mold. Then, as can be seen from FIG. 1, the composite anchor 4 is attached to a rod of the reinforcing steel mat 5, and with two holes 14 and 15 of the hooks 12 and 13 penetrating anchor rods 16 have been fixed. Thereafter, the support plate 1 was cast, on which the insulating plate 3 was then placed.
- the composite anchor 4 has been inserted with its free, straight end part through the insulating plate 3, the composite anchor forming its push-through opening with ease due to its slim shape.
- the reinforcing steel mat 6 has been inserted in the correct position, with spacers (not shown) ensuring that the reinforcing steel mat 6 is in the correct position from the insulating plate 3, and the end part 8 is inserted through a mesh of the reinforcing steel mat 6 and by means of at least one hole 17 of the end part 8, which is fixed on the reinforcing steel mat 6 and is supported longitudinally on the anchor rod 16.
- the facing plate was cast.
- the part protruding over the anchor rod 16 can be bent over effortlessly, so that the entire end part 8 is also completely embedded in the concrete.
- a plurality of composite anchors 4 are arranged at a distance from one another in a layered composite panel.
- the facing panel 2 is to be formed first, composite anchors of the type shown in FIG. 5 are to be used, the end part 8 having a hook 18 being connected to the reinforcing steel mat 6 by means of an anchor rod 16, while the end parts 10 and 11 which are not hooked here are fastened to the reinforcing steel mat 5 by means of anchor rods 16.
- Both types of composite anchors namely those according to FIGS. 1, 3 and 4 and those according to FIG. 5, can be produced from the same sheet metal blank (FIG. 2), which results in considerable manufacturing and storage simplifications.
- the composite anchor shown in Fig. 6 is suitable for both the positive and the negative manufacturing process. However, this composite anchor is not to be cut out of a sheet metal strip entirely without waste, and in both cases the waste resulting from cutting out the holes 14, 15 and 17 is not taken into account.
- the invention can also be used for such laminated composite panels, wherein only air is provided as insulation between the support panel and the facing panel.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
- Building Environments (AREA)
- Superstructure Of Vehicle (AREA)
- Laminated Bodies (AREA)
- Lining Or Joining Of Plastics Or The Like (AREA)
- Panels For Use In Building Construction (AREA)
Claims (7)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT84107702T ATE30179T1 (de) | 1983-07-14 | 1984-07-03 | Verbundanker einer schichtverbundplatte. |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19833325352 DE3325352A1 (de) | 1983-07-14 | 1983-07-14 | Verbundanker einer schichtverbundplatte zur herstellung von gebaeudewaenden |
DE3325352 | 1983-07-14 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0131841A2 EP0131841A2 (fr) | 1985-01-23 |
EP0131841A3 EP0131841A3 (en) | 1985-09-25 |
EP0131841B1 true EP0131841B1 (fr) | 1987-10-07 |
Family
ID=6203934
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP84107702A Expired EP0131841B1 (fr) | 1983-07-14 | 1984-07-03 | Ancrage pour un panneau stratifié |
Country Status (6)
Country | Link |
---|---|
US (1) | US4624089A (fr) |
EP (1) | EP0131841B1 (fr) |
JP (1) | JPS6073964A (fr) |
KR (1) | KR930001140B1 (fr) |
AT (1) | ATE30179T1 (fr) |
DE (2) | DE3325352A1 (fr) |
Families Citing this family (60)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4768324A (en) * | 1986-06-23 | 1988-09-06 | Hibbard Construction Co. | Composite insulated wall |
US4702053A (en) * | 1986-06-23 | 1987-10-27 | Hibbard Construction Co. | Composite insulated wall |
US4805366A (en) * | 1987-12-18 | 1989-02-21 | Thermomass Technology, Inc. | Snaplock retainer mechanism for insulated wall construction |
US4829733A (en) * | 1987-12-31 | 1989-05-16 | Thermomass Technology, Inc. | Connecting rod mechanism for an insulated wall construction |
US4974381A (en) * | 1989-07-27 | 1990-12-04 | Marks Karl R | Tie anchor and method for manufacturing insulated concrete sandwich panels |
US5381635A (en) * | 1991-08-27 | 1995-01-17 | Royal Wall Systems, Inc. | Construction wall panel and panel structure |
US5313753A (en) * | 1991-08-27 | 1994-05-24 | Sanger Wallace D | Construction wall panel and panel structure |
CA2104175C (fr) * | 1992-09-29 | 2003-11-04 | Geoffrey W. Blaney | Bloc de construction; systeme et methode de construction connexe |
US5519973A (en) * | 1993-08-17 | 1996-05-28 | H.K. Composites, Inc. | Highly insulative connector rods and methods for their manufacture and use in highly insulated composite walls |
US5606832A (en) * | 1994-04-08 | 1997-03-04 | H. K. Composites, Inc. | Connectors used in making highly insulated composite wall structures |
US5673525A (en) * | 1994-04-08 | 1997-10-07 | H.K. Composites, Inc. | Insulating connector rods used in making highly insulated composite wall structures |
JPH0849318A (ja) * | 1994-07-26 | 1996-02-20 | Thermomass Technologies Inc | 複合断熱壁及びその製造方法 |
US6116836A (en) * | 1994-07-26 | 2000-09-12 | Composite Technologies Corporation | Connector for composite insulated wall and method for making the wall |
GB2300654A (en) * | 1995-05-04 | 1996-11-13 | Univ Sheffield | Shear reinforcement for reinforced concrete |
US5865001A (en) | 1997-02-21 | 1999-02-02 | We-Mar, Inc. | Prefabricated wall panels connecting system |
US5809723A (en) * | 1997-07-17 | 1998-09-22 | H.K. Composites, Inc. | Multi-prong connectors used in making highly insulated composite wall structures |
US6018918A (en) * | 1997-10-16 | 2000-02-01 | Composite Technologies Corporation | Wall panel with vapor barriers |
US6003278A (en) * | 1997-12-11 | 1999-12-21 | We-Mar, Inc. | Monolithic stud form for concrete wall production |
US5996297A (en) * | 1998-02-04 | 1999-12-07 | H.K. Composites, Inc. | Connectors and brackets used in making insulated composite wall structures |
US6058672A (en) * | 1998-06-03 | 2000-05-09 | Mcclellan; Robert B. | Construction of wall panel and panel structure |
US6138981A (en) * | 1998-08-03 | 2000-10-31 | H.K. Composites, Inc. | Insulating connectors used to retain forms during the manufacture of composite wall structures |
US6511252B1 (en) | 1998-09-02 | 2003-01-28 | Chris Andros | Device and method for connecting concrete plies in pre-cast concrete wall and ceiling panels |
US6263638B1 (en) | 1999-06-17 | 2001-07-24 | Composite Technologies Corporation | Insulated integral concrete wall forming system |
DE10066261B4 (de) * | 2000-02-16 | 2006-09-21 | Syspro-Gruppe Betonbauteile E.V. | Verfahren zur Herstellung eines Wand-/Deckenbauhalbfertigteils |
US6711862B1 (en) | 2001-06-07 | 2004-03-30 | Composite Technologies, Corporation | Dry-cast hollowcore concrete sandwich panels |
DE20117798U1 (de) * | 2001-10-31 | 2002-02-14 | Frisch, Hans, 89343 Jettingen-Scheppach | Verbundanker |
US7337591B2 (en) * | 2001-11-28 | 2008-03-04 | Inteplast Group, Ltd. | Building construction system |
US8365501B2 (en) | 2001-12-26 | 2013-02-05 | Composite Technologies Corporation | Wide-body connector for concrete sandwich walls |
DE20211116U1 (de) * | 2002-07-23 | 2002-09-12 | Frisch, Hans, 89343 Jettingen-Scheppach | Halteanker |
US20040040236A1 (en) * | 2002-08-27 | 2004-03-04 | James Adams | Dual function connector |
US20060137282A1 (en) * | 2002-12-19 | 2006-06-29 | Anvick Theodore E | Anvick aperture device and method of forming and using same |
DE10310715A1 (de) * | 2003-03-10 | 2004-10-07 | Fachhochschule Gießen-Friedberg | Erfindung betreffend Bauteile als Bewehrungselemente sowie daraus hergestellte Betonteile |
US6854229B2 (en) | 2003-05-29 | 2005-02-15 | H.K. Marketing Llc | Form tie sleeves for composite action insulated concrete sandwich walls |
US20060137286A1 (en) * | 2004-12-21 | 2006-06-29 | David Zartman | Anchor for structural joints |
US20070193166A1 (en) * | 2006-01-13 | 2007-08-23 | Western Forms, Inc. | Thermal wall system |
US7882669B2 (en) * | 2006-05-18 | 2011-02-08 | Ping Qu | Composite concrete shear wall for heat insulation |
AU2007202357B8 (en) * | 2006-06-28 | 2013-12-19 | Illinois Tool Works Inc. | Cast-in lifting anchor |
DE202006012881U1 (de) * | 2006-08-22 | 2006-12-21 | Frisch, Hans | Verbundanker für Betondreischichtenplatten |
US7882662B2 (en) * | 2007-03-13 | 2011-02-08 | Root Nathan K | Door hanger |
IT1391657B1 (it) * | 2008-11-07 | 2012-01-17 | Carlo Calisse | Sistema di connessione per pannelli prefabbricati a taglio termico |
IT1393961B1 (it) * | 2009-05-05 | 2012-05-17 | Pigazzi Reti S R L | Struttura per la realizzazione di gabbie di armatura per travi e metodo di assemblaggio di tale struttura |
US8683765B2 (en) * | 2009-07-17 | 2014-04-01 | Stone Treuhand Ag | Wall structure for a building |
US8312683B2 (en) * | 2009-09-15 | 2012-11-20 | Tadros Maher K | Method for constructing precast sandwich panels |
US8839580B2 (en) * | 2011-05-11 | 2014-09-23 | Composite Technologies Corporation | Load transfer device |
FR2978468B1 (fr) * | 2011-07-28 | 2013-08-09 | Rech Et D Industrialisation Du Batiment Soc D | Systeme de liaison et d'aide au levage pour panneau de mur |
FR2978467B1 (fr) * | 2011-07-28 | 2014-06-06 | Rech Et D Industrialisation Du Batiment Soc D | Panneau de mur comprenant une peau de beton interieure et une peau de beton exterieure |
SA113340432B1 (ar) * | 2012-04-14 | 2015-09-29 | كيري الن هايز | طريقة لتصنيع عنصر بناء مركَّب ونظام لها |
DE202012010850U1 (de) | 2012-11-13 | 2013-07-15 | Gotthard Fixle | Verbundanker zur Bildung einer Betonplatteneinheit sowie mit diesem Verbundanker ausgestattete Betonplatteneinheit |
US9371650B2 (en) * | 2014-03-24 | 2016-06-21 | Manuel R. Linares, III | Precast concrete sandwich panels and system for constructing panels |
US9303404B2 (en) * | 2014-07-09 | 2016-04-05 | Lehigh University | Insulated structural panel connector |
DE202014105353U1 (de) * | 2014-11-07 | 2016-02-10 | Philipp Gmbh | Hohlwandanker |
US10787809B2 (en) * | 2015-03-23 | 2020-09-29 | Jk Worldwide Enterprises Inc. | Thermal break for use in construction |
US9598891B2 (en) | 2015-03-23 | 2017-03-21 | Jk Worldwide Enterprises Inc. | Thermal break for use in construction |
US9863137B2 (en) | 2015-03-23 | 2018-01-09 | Jk Worldwide Enterprises Inc. | Thermal break for use in construction |
DE102016122747A1 (de) * | 2016-11-25 | 2018-05-30 | Goldbeck Gmbh | Betonwandelement aus mindestens drei Schichten, Abstandhalter zur Herstellung eines Betonwandelements und Verfahren zur Herstellung eines Betonwandelements |
US20190352901A1 (en) * | 2017-02-06 | 2019-11-21 | Hongxi Yin | Tie shear connector for wall panel construction and method thereof |
US10982433B2 (en) * | 2018-06-28 | 2021-04-20 | Usg Interiors, Llc | Monolithic acoustical system |
PL3835506T3 (pl) | 2019-12-10 | 2023-08-14 | Leviat GmbH | Kotwa łącząca do wielowarstwowych płyt betonowych i wielowarstwowa płyta betonowa |
US11492794B1 (en) * | 2020-05-26 | 2022-11-08 | ALP Supply, Inc. | Flange connector for concrete structural component |
CN113502973B (zh) * | 2021-02-07 | 2022-05-27 | 北京市住宅产业化集团股份有限公司 | 一种纵肋空心墙板的螺旋箍筋吊环连接节点的设计施工方法 |
Family Cites Families (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US861215A (en) * | 1907-05-02 | 1907-07-23 | Bernard J Kahn | Partition for fireproof buildings. |
US908310A (en) * | 1908-03-12 | 1908-12-29 | Mcdonald Mfg Company Ltd | Wall-tie. |
US1622697A (en) * | 1924-04-07 | 1927-03-29 | Robert W Baily | Floor clip |
US1832231A (en) * | 1925-12-10 | 1931-11-17 | Menninger Elmore William | Furring construction |
US1649407A (en) * | 1927-02-16 | 1927-11-15 | William O Isaacson | Anchor |
GB649622A (en) * | 1947-10-09 | 1951-01-31 | Hendrik Van Waveren | Improvements in or connected with fastening means for building slabs |
US2653469A (en) * | 1948-06-12 | 1953-09-29 | Patrick J Callan | Building wall construction |
CH279209A (fr) * | 1949-11-24 | 1951-11-30 | Desplantes Pierre | Organe pour la fixation d'une pièce de menuiserie à un mur de briques creuses. |
US3349536A (en) * | 1963-12-31 | 1967-10-31 | Riv Kap Inc | Frame joint and fastener therefor |
US3383817A (en) * | 1966-06-02 | 1968-05-21 | Roher Bohm Ltd | Concrete form structure for walls |
DE2008402A1 (de) * | 1970-02-24 | 1971-11-18 | Haeussler, Ernst, Dr.-Ing., 4300 Essen | Verbundanker |
DE2021192A1 (de) * | 1970-04-30 | 1972-04-06 | Schuckmann Kg Werner A | Mehrschichten-Betonplatte und Verfahren zu ihrer Herstellung |
DE2150120A1 (de) * | 1971-10-07 | 1973-04-26 | Thor Waerner & Co Gmbh | Profilband |
AT335697B (de) * | 1973-05-26 | 1977-03-25 | Thor Waerner & Co Gmbh | V-formiger verbundanker |
DE2403717C2 (de) * | 1974-01-26 | 1982-12-02 | Frimeda Metall- Und Drahtwarenfabrik Siegfried Fricker, 7135 Wiernsheim | Verbindungsanker für eine Mehrschichtenbauplatte |
NL160901C (nl) * | 1975-02-24 | 1979-12-17 | Bodegraven Bv | Spouwanker. |
GB1549362A (en) * | 1976-03-30 | 1979-08-08 | Haeussler E | Multi-layer reinforced concrete slabs |
DE2849520A1 (de) * | 1978-11-15 | 1980-05-29 | Fricker Frimeda Metall Draht | Verbindungsanker fuer eine mehrschichtenbauplatte |
-
1983
- 1983-07-14 DE DE19833325352 patent/DE3325352A1/de not_active Withdrawn
-
1984
- 1984-07-03 EP EP84107702A patent/EP0131841B1/fr not_active Expired
- 1984-07-03 AT AT84107702T patent/ATE30179T1/de not_active IP Right Cessation
- 1984-07-03 DE DE8484107702T patent/DE3466719D1/de not_active Expired
- 1984-07-10 JP JP59141536A patent/JPS6073964A/ja active Granted
- 1984-07-13 KR KR1019840004106A patent/KR930001140B1/ko not_active IP Right Cessation
- 1984-07-16 US US06/631,087 patent/US4624089A/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
ATE30179T1 (de) | 1987-10-15 |
JPH0420052B2 (fr) | 1992-03-31 |
DE3325352A1 (de) | 1985-02-21 |
EP0131841A2 (fr) | 1985-01-23 |
KR930001140B1 (ko) | 1993-02-18 |
US4624089A (en) | 1986-11-25 |
JPS6073964A (ja) | 1985-04-26 |
KR850001357A (ko) | 1985-03-18 |
EP0131841A3 (en) | 1985-09-25 |
DE3466719D1 (en) | 1987-11-12 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP0131841B1 (fr) | Ancrage pour un panneau stratifié | |
DE60309809T2 (de) | Verbindungselement für Holzträger | |
DE3310931A1 (de) | Tragschiene und traggitter fuer abgehaengte decken sowie eine abgehaengte decke | |
EP0212228A2 (fr) | Dispositif pour l'ancrage de plaques | |
EP1531213A1 (fr) | Sabot de pieu pour pieu en béton | |
DE2754087A1 (de) | Vorrichtung zum befestigen von deckentafeln | |
DE69924538T2 (de) | Verfahren und Vorrichtung zum Befestigen eines Trägers | |
EP0735209A1 (fr) | Profilé support transversal ou longitudinal pour revêtement de plafond | |
EP0299226B1 (fr) | Coffrage pour la réalisation d'éléments de construction en béton | |
EP0250612A1 (fr) | Planche pour un échafaudage à érection rapide | |
DE6801787U (de) | Abdichtungsstreifen | |
DE2317207A1 (de) | Als vorgefertigtes bauelement ausgebildete bauplatte bzw. -wand aus gegossenem material | |
EP0020342A1 (fr) | Element de liaison pour des elements de construction en beton ou en beton arme coules les uns apres les autres | |
DE3241424C2 (de) | Verbindungseinrichtung | |
EP1101883B1 (fr) | Procédé pour la réalisation d'un raccordement d'armatures entre un élément de construction en béton et un élément de construction connecté | |
DE3740563A1 (de) | Schiene fuer haengedecken | |
EP0353560A1 (fr) | Espaceur pour armatures de béton | |
DE9003330U1 (de) | Stahltürzarge mit Schwellenprofil | |
DE3535294A1 (de) | Vorrichtung zum einsetzen in eine schalung fuer ein betonteil | |
DE8320239U1 (de) | Verbundanker einer schichtverbundplatte zur herstellung von gebaeudewaenden | |
DE69929080T2 (de) | Verfahren zum verbinden von baublöcken | |
DE29901412U1 (de) | Lochrasterplatte, insbesondere für Textilien-Transportfahrzeuge, Container, Behälter und Aufbauten jeglicher Art | |
DE2501781A1 (de) | Geruest-bauelement | |
DE3909803A1 (de) | Industriefussboden aus miteinander verriegelten rechteckigen betonplatten | |
DE8810509U1 (de) | Vorrichtung zum Einsetzen in eine Schalung für ein Betonteil |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
AK | Designated contracting states |
Designated state(s): AT BE CH DE FR GB IT LI LU NL SE |
|
PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
|
AK | Designated contracting states |
Designated state(s): AT BE CH DE FR GB IT LI LU NL SE |
|
17P | Request for examination filed |
Effective date: 19860318 |
|
17Q | First examination report despatched |
Effective date: 19870324 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AT BE CH DE FR GB IT LI LU NL SE |
|
REF | Corresponds to: |
Ref document number: 30179 Country of ref document: AT Date of ref document: 19871015 Kind code of ref document: T |
|
ITF | It: translation for a ep patent filed |
Owner name: CALVANI SALVI E VERONELLI S.R.L. |
|
REF | Corresponds to: |
Ref document number: 3466719 Country of ref document: DE Date of ref document: 19871112 |
|
ET | Fr: translation filed | ||
GBT | Gb: translation of ep patent filed (gb section 77(6)(a)/1977) | ||
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
26N | No opposition filed | ||
ITTA | It: last paid annual fee | ||
EPTA | Lu: last paid annual fee | ||
EAL | Se: european patent in force in sweden |
Ref document number: 84107702.7 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PUE Owner name: SIEGFRIED FRICKER TRANSFER- HALFEN GMBH & CO. KOMM Ref country code: CH Ref legal event code: NV Representative=s name: PATENTANWALTSBUREAU BOSSHARD UND LUCHS |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: 732E |
|
NLS | Nl: assignments of ep-patents |
Owner name: HALFEN GMBH & CO. KOMMANDITGESELLSCHAFT |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: TP |
|
BECA | Be: change of holder's address |
Free format text: 980217 *HALFEN G.M.B.H. & CO. K.G.:HARFFSTRASSE 47-51, D-40591 DUSSELDORF |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 19990720 Year of fee payment: 20 |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: IF02 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20020624 Year of fee payment: 19 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NL Payment date: 20020625 Year of fee payment: 19 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: SE Payment date: 20020626 Year of fee payment: 19 Ref country code: FR Payment date: 20020626 Year of fee payment: 19 Ref country code: AT Payment date: 20020626 Year of fee payment: 19 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: LU Payment date: 20020627 Year of fee payment: 19 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20020628 Year of fee payment: 19 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: BE Payment date: 20020723 Year of fee payment: 19 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20030703 Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20030703 Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20030703 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20030704 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20030731 |
|
BERE | Be: lapsed |
Owner name: *HALFEN G.M.B.H. & CO. K.G. Effective date: 20030731 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20040201 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20040203 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20030703 |
|
EUG | Se: european patent has lapsed | ||
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20040331 |
|
NLV4 | Nl: lapsed or anulled due to non-payment of the annual fee |
Effective date: 20040201 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LI Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION Effective date: 20040702 Ref country code: CH Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION Effective date: 20040702 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |