EP1420123A1 - Elément de construction en ceramique - Google Patents

Elément de construction en ceramique Download PDF

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Publication number
EP1420123A1
EP1420123A1 EP03025577A EP03025577A EP1420123A1 EP 1420123 A1 EP1420123 A1 EP 1420123A1 EP 03025577 A EP03025577 A EP 03025577A EP 03025577 A EP03025577 A EP 03025577A EP 1420123 A1 EP1420123 A1 EP 1420123A1
Authority
EP
European Patent Office
Prior art keywords
ceramic
ceramic body
anchor
component according
ceramic component
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.)
Granted
Application number
EP03025577A
Other languages
German (de)
English (en)
Other versions
EP1420123B1 (fr
Inventor
Claus Girnghuber
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Moeding Keramikfassaden GmbH
Original Assignee
Moeding Keramikfassaden 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.)
Filing date
Publication date
Application filed by Moeding Keramikfassaden GmbH filed Critical Moeding Keramikfassaden GmbH
Publication of EP1420123A1 publication Critical patent/EP1420123A1/fr
Application granted granted Critical
Publication of EP1420123B1 publication Critical patent/EP1420123B1/fr
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/14—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements stone or stone-like materials, e.g. ceramics concrete; of glass or with an outer layer of stone or stone-like materials or glass
    • E04F13/142—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements stone or stone-like materials, e.g. ceramics concrete; of glass or with an outer layer of stone or stone-like materials or glass with an outer layer of ceramics or clays
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
    • E04C3/22—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members built-up by elements jointed in line
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/07—Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal
    • E—FIXED CONSTRUCTIONS
    • E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
    • E06B9/00—Screening or protective devices for wall or similar openings, with or without operating or securing mechanisms; Closures of similar construction
    • E06B9/01—Grilles fixed to walls, doors, or windows; Grilles moving with doors or windows; Walls formed as grilles, e.g. claustra
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C2003/023—Lintels
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/0439—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the cross-section comprising open parts and hollow parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0478—X-shaped

Definitions

  • the invention relates to a ceramic component for arrangement in a building, preferably in a building or a fixed supporting structure, with a elongated and / or substantially plate-shaped ceramic body.
  • ceramic components are known as baguettes are executed. They are in fixed supporting structures on the building wall usually hung in a horizontal orientation. Usually are for this Fastening arms provided on the face of the ceramic bodies are provided. It Constructions are known in which the ceramic body as a hollow profile body is formed and the profile cavity is penetrated by a metal rod which the ceramic body is mounted on. There are constructions with several, so to speak, threaded on such metal rods Ceramic bodies known.
  • the fixed suspension usually follows in the area of the Front ends of the metal bars.
  • lintel constructions with ceramic blind slips are also used known, which are arranged on sometimes reinforced concrete bodies.
  • the stationary This lintel structure is supported by the concrete body.
  • the invention has for its object the ceramic components of the beginning mentioned type so that a fall protection and / or Protection against rotation can be realized.
  • the anchor body engages in recesses in the ceramic body a fall protection and / or anti-rotation device for the ceramic body receive.
  • the anchor body can preferably extend over the entire longitudinal or Surface extension of the ceramic body to extend along its extension to engage in one or more recesses in the ceramic body and the Ceramic body thus over a longer portion of its extension or support several points along the direction of extension.
  • the anchor body this is preferably done even in the building or the fixed one Supporting structure supported. It preferably forms the bearing body of the Ceramic component. Alternatively or additionally, the ceramic body itself can also via a separate supporting structure on the building or the fixed one Support structure are supported immediately.
  • the anchor body prevents the entire ceramic body crashes depending on the design of the support of the ceramic body in the Anchor body engaging recess or recesses is ensured that if the ceramic body breaks, sections of the ceramic body in the Suspension on the building or fixed supporting structure remain.
  • the anchor body can also function as a Represent the anti-rotation lock of the ceramic body in the fixed mounting position. This arises in a corresponding manner due to the support of the Ceramic body by engagement of the anchor body in the recess or Recesses in the anchor body.
  • the recess into which the Anchor body engages is undercut in cross section. Due to the Undercut will get a snag in order to avoid possible To keep fragments in the event of breakage of the ceramic body or one if possible to realize secure rotation of the ceramic body.
  • a support over becomes a larger area along the direction of extension of the ceramic body received in versions in which the recess as one in Extension direction of the ceramic body extending groove is formed.
  • the anchor body preferably extends over the entire longitudinal extent or at least a larger portion of this groove in the groove and thus supports the Ceramic body over a larger length range, preferably over the entire Longitudinal extension.
  • there are several preferably groove-shaped recesses are provided, in which the anchor body for Support engages.
  • the recess into which the anchor body engages is preferably in one Wall of the ceramic body on the back or in the inner wall of a Cavity of the ceramic body is formed. In the area of the recess, the Wall thickness of the ceramic body can be reduced.
  • the recess can be used as a depression be formed in the otherwise flat or curved wall.
  • the Recess can also be angled in a corner area Walls of the cavity be formed and the corner area below and or reach behind.
  • the ceramic body is as Hollow body formed with one or more cavities, being in one or several of the cavities or the anchor body is received. Such designs can form so-called baguettes on the building or another fixed supporting structure in appropriate bearings can be hung.
  • the storage can be rigid, but also movable, e.g. pivotable.
  • the ceramic body can in the space in which the anchor body is arranged be filled with a sealing compound or alternatively as a sealing compound without Be hollow body.
  • the ceramic body is plate-shaped, e.g. as so-called ceramic brick slips formed.
  • Ceramic blind slips are many other diverse designs of the Ceramic body possible, e.g. with angled, preferably perpendicular, to each other arranged legs preferably L-shaped or U-shaped or curved curved shapes with one or more legs, the legs can be of different lengths and arranged vertically or in the building can be aligned horizontally or on an inclined plane.
  • the anchor body is surrounded by a potting compound that the Ceramic body is covered on one or more sides. The anchor body can these versions preferably parallel to the back of the through the extend plate-shaped body formed ceramic body.
  • the anchor body can preferably between the legs arranged at an angle to one another in the longitudinal direction of the ceramic body extend.
  • the anchor body can preferably be in corresponding undercut grooves on the back of the ceramic body engages under Training the anti-rotation and / or fall protection of the Ceramic body.
  • the anchor body is elongated, preferably in essentially rod-shaped body.
  • the anchor body can one have elongated main body with radial arms or radial legs.
  • the Anchor body or at least its elongated main body can be used as a profile body be trained.
  • the radial arms can act as separate arms on the main body to be appropriate.
  • the anchor body can with its radial arms or radial But legs in one piece, e.g. be designed as a profile body.
  • ceramic body modules arranged one behind the other penetrate through the anchor body become.
  • the ceramic body modules can to a certain extent on the anchor body be threaded in a row.
  • the ceramic body modules can have a cross-sectional design and / or their length can be different. You can deviate from a rectangular or round cross-sectional shape also profiled Have cross-sectional shape.
  • the fastening device can preferably in the area a joint between two ceramic body modules arranged or connectable his.
  • Intermediate joint inserts can be provided which are made in one piece with a Support arm are connected and thus the ceramic body outside of it can support the front end.
  • the ceramic body penetrating anchor body or several such penetrating anchor body with the ceramic body is clamped to form a prestressed element or are.
  • the anchor body can pull and the ceramic body Pressure to be biased.
  • opposite end faces of the anchor body preload abutment members are arranged, which are in the area of the associated front ends of the Support the ceramic body. In the area of these preload abutment members or in Area of the front ends of the prestressing abutment members The anchor body can support these prestressed components. In this area can be provided for a stationary bearing to engage.
  • FIG. 1a The embodiment shown in FIG. 1a is in the installed position horizontal lintel construction 1 in masonry 2. It consists of ceramic Blind straps 3 on a concrete body 6 provided with reinforcement anchors 5.
  • FIGS. 1 b and 1 c show two versions of this Embodiment, which is in the design of the reinforcement anchor 5th differ.
  • the concrete body 6 is essentially cuboid and wears the blind straps 3 on the front.
  • the blind straps 3 are in both cases shown as L-shaped profile elements in cross section formed in such a way side by side, adjacent to each other and to each other are aligned that the long profile leg vertical and the horizontal profile leg is arranged horizontally.
  • the reinforcement anchors 5 are formed in the embodiment in Fig. 1 b as an essentially rod-shaped body. Two such reinforcement anchors 5 are arranged in the concrete body 6. Each consists of a rod-shaped main body 5s and radial extensions in the form of radially projecting arms 5a. At the free end of the radial arms 5a, a hook-shaped, T-shaped end piece is formed in each case. These hook-shaped end pieces engage in undercut grooves 3a formed on the inside of the blind straps 3.
  • the reinforcing anchors 5 each extend in the concrete body with their rod-shaped main body 5s in the longitudinal direction of the concrete body 6 and thus horizontally in the arrangement in the building.
  • the radial arms 5a protrude at right angles from the axis of the rod-shaped body 5s and are at an angle to one another.
  • one of the radial arms 5b engages in an end hole 3b in an apron.
  • the reinforcement anchor 5 With their in the recesses 3a and in frontal hole 3b engaging radial arms 5b becomes a Get fall protection, which prevents that in the event of breakage Blendriemchen 3 the entire Blendriemchen or large fragments of the Crash straps crash. It is ensured that in the event of breakage at most smaller fragments fall off and the essential remnants on the concrete body 6 remain secured by the reinforcement anchor 5.
  • Form the reinforcement anchor 5 also an anti-rotation device in that the reinforcement anchor 5 in essentially formed as a rigid body or at least rigid in the concrete body 6 are embedded. They ensure that the blind straps 3 and the above Lintel construction permanently without twisting around the horizontal axis Structure remain.
  • reinforcement anchors 5 provided in the form of profiles that a plate-shaped main body 50a have legs 50b projecting perpendicularly to the plate plane and on the end face Legs 50c arranged parallel to the plate plane.
  • the free ends of the Legs 50b, 50c designed in the form of plates or as radially rod-shaped arms each have a T-shaped end in cross section, which in the at Inner wall of the diaphragm straps 3 arranged undercut recesses 3a Intervene to form a fall protection and anti-twist device.
  • the exemplary embodiment in FIGS. 2a to 2c is a so-called ceramic baguette 21 for assembly in a building, preferably arranged horizontally at a distance from a building wall.
  • the Baguette 21 consists of a ceramic body 23, which is a hollow profile body is formed and is penetrated in the longitudinal direction by an anchor 25.
  • the Armature 25 is, as can be seen from the sectional illustration in FIG. 2b, in cross section essentially cross-shaped or star-shaped. It has a tubular Base body 25a with legs that project radially from it in a cross-shaped or star-shaped manner 25b on.
  • the ceramic body 23 is designed as a hollow profile body. It encloses a profile cavity 23h running in the longitudinal central axis, in which the Anchor body 25 is arranged.
  • the profile cavity 23h has in the embodiment in Fig. 2b in the Profile cavity-forming cavity inner wall several in the axial direction extending undercut grooves 23a.
  • the profile cavity 23h is in the embodiment in Fig. 2b square in cross section, being in the opposite sides of the
  • the undercut recesses are arranged in the center of each square. at in the case shown, the undercut recesses are essentially dovetail-shaped.
  • cover plates 27 are arranged, which on the end face of the ceramic body 23 with the end faces of the armature 25 e.g. connected via screw connection. It can be provided that the ends of the anchors 25 engage in corresponding holes in the cover plate or reach through and fix it with screws.
  • the performed ends of the Anchors 25 can have an external thread and on the outside accordingly the cover plates 26 screw nuts are screwed.
  • the profile cavity 23h which is the armature 25 takes over a backfill material, e.g. Mortar or concrete.
  • the armature 25 passes through the profile cavity 23h with its tubular base body 25a with a clear distance from the inner wall of the cavity, only the end pieces of the radial legs 25b engage under contact or with only little play in the grooves 23.
  • the ceramic baguette is assembled in a fixed construction.
  • plate-shaped fastening arms are on the front cover plates 27a, preferably integrally formed with the cover plates 27 and they protrude transversely to the direction of extension of the baguette and point outwards Fastening holes to the mounting on the mounting screws Building wall 28 can make.
  • the baguette shown in Fig. 2a is made of two identical ceramic body modules 23 'put together, with the interposition of a joint liner Lie flush against each other.
  • FIG. 2d The overall arrangement of several baguettes 21 in a facade is shown in FIG. 2d.
  • the baguettes 21 are horizontal and parallel at a distance from each other in one common vertical plane spaced parallel to the building wall.
  • the baguettes are here via the fastening arms 27a arranged on the end face mounted in a supporting structure 29 hanging in front of the building wall 28.
  • the Support structure 29 consists of vertical profiles 29a, which are in front of the actual Building wall 28 is suspended via support struts 29b.
  • the vertical profiles of the Support structure 29 form a mounting plane that is vertically aligned with a distance is arranged in front of the vertical building wall 2.
  • the structure of the baguettes 21 corresponds to that in the embodiment in Figures 2b and 2c.
  • the baguettes 21 can be made only one ceramic body module 21 'or two or more ceramic body modules 21' consist.
  • radial arms 27b may also be provided for the front radial arms 27b in the area of the intermediate layer 22 on the ceramic body 21 and / or on the Attack anchor 25b and / or on intermediate joint insert 22, preferably are integrally formed with the latter.
  • the Ceramic body 23 also have a modified cross section.
  • Such preferred modified cross sections are in Figures 3a to 3i, 4a and 4b and 5a and 5b shown.
  • 3a to 3i are ceramic bodies 23 with each square cross section corresponding to that shown in Fig. 2b Embodiment. However, the profile cavities 23h are different from FIG. 2b designed.
  • Fig. 3a the cross section of the profile cavity 23h is also square.
  • grooves 23a differ from one another in terms of arrangement and design the embodiment in Fig. 2b. You are not just in the middle of the arranged opposite sides of the square, but also in the corner areas of the square cross section.
  • Cross sections of the grooves 23a different. In the case shown, they indicate in 3a each have a partial circular cross section.
  • the corner grooves 23a have each have a pitch circle cross section that only in the front eighth remaining essentially square cross section of the cavity 23a open are.
  • the recesses 23a in the center on the opposite square sides have a pitch circle cross-section that is open in its front third and so is connected to the cavity 23h, which is otherwise square in cross section.
  • the embodiment in FIG. 3b differs from that in FIG. 3a in that they are centered on the opposite sides of the cross-section There are no recesses 23a and the square cross section Cavity 23h only has the corner-side recesses 23a.
  • the recesses 23a which are partially circular in cross-section, form in the 3a and 3b each of the embodiments shown Undercut area by opening to the remaining cavity 23h Area is smaller than the circular diameter of the cross section.
  • the cavity 23h is in cross section in essentially cruciform. It consists of four cross-shaped, perpendicular to each other arranged hollow legs 23a.
  • the hollow legs 23a are each in the corner points of the square cross-section connecting diagonals arranged.
  • the cross section the hollow leg is widened somewhat in the area near the corners, so that this area is designed as an undercut area.
  • the cavity 23h in cross section in FIG are essentially square basic configuration and the recesses 23a also dovetail-shaped.
  • the dovetail-shaped recesses 23a are substantially larger area of the width of the opposite sides of the square Section.
  • the corner areas of the im essential square cross-section also rounded and in the wall
  • the ceramic body 23 is round in cross-section in the corner areas Hole 23l arranged.
  • the cavity 23h is also in In accordance with the embodiment in Fig. 2b with essentially square cross-sectional basic configuration opposite sides of the square cross section are also centered arranged undercut grooves 23a formed. However, these are in Cross section rectangular.
  • the cavity 23h is a regular one Polygon formed, the basic shape is an octahedron. In the area of each The second corner is a dovetail cross section Recess 23a formed.
  • the profile cavity 23h is essentially dumbbell-shaped in cross section.
  • the cross section is composed of two trapezoids, which lie against one another in the region of their shorter base side, and at the distal ends of the double trapezoidal cross section are widened regions which form the undercut region 23a.
  • two dumbbell-shaped cavities 23h are arranged next to one another in the cross-section of the ceramic body 23, the dumbbell-shaped cross-sectional shape essentially corresponding to the cross-section of the cavity 23h in FIG. 3h, the dumbbell shape being only somewhat flatter.
  • the ceramic body 23 has a circular outer cross-section, the cavity 23h accordingly is formed like the cavity 23h in Fig. 3f.
  • Fig. 4b is a modification of the exemplary embodiment in FIG. 4a, wherein the basic configuration of the cross section of the cavity 23h is circular is.
  • the outer cross section of the ceramic body 23 is essentially lenticular, in both cases shown corresponding to the cross section of a double-convex lens, the end faces of the ceramic body being designed as flat end faces.
  • five cavities 23h are provided, the cavities in the end region each having an identical dumbbell-shaped cross section.
  • a central cavity is arranged in the area of the longitudinal central axis. This cavity is also symmetrically dumbbell-shaped in cross section to the longitudinal center plane. Circular cross-sectional cavities are arranged between this central cavity and the end cavities.
  • the dumbbell-shaped cavities on the end face are designed with a conical undercut area corresponding to the cavities 23h in FIGS. 3h and 3i.
  • the middle dumbbell-shaped cavity is not designed with an undercut area that is conical in cross section, but with an undercut area that is rectangular in cross section.
  • the end cavities 23h have a T-shaped basic cross-sectional configuration with conical undercut regions in the ends.
  • the central cavity is dumbbell-shaped in cross-section with rounded cross-sectional contours. Otherwise, the cross-sectional configuration corresponds to the exemplary embodiment in FIG. 5a.
  • each has at least one cavity 23h with at least one Undercut area 23a.
  • the undercut area 23a is in each case in Connection with an adjacent constriction of the cross-sectional area educated.
  • the cavity is 23h as fall protection and / or as anti-rotation device each penetrated by an anchor 25, which in the undercut area 23a intervenes to thereby form a fall protection and / or anti-rotation device.
  • the anchors 25 are not shown.
  • the anchors 25 can preferably be designed corresponding to the anchor 25 shown in Fig.
  • the Number of radial legs 25b preferably each corresponding to the number of undercut recesses 23a can be formed.
  • circular recesses 231 as in addition to the undercut Cavities 23h are provided in the exemplary embodiments in FIGS. 3c, 3e, 5 and 6 anchors can also be provided, e.g. in a conventional way Reinforcement or a penetration rod which is only used for a fixed mounting can be formed, but they can also be empty through holes remain.
  • the anchors 25 can also End face on the ceramic bodies 23 supported preload abutment on train be biased to bias the ceramic body 23 under pressure. With that receive the baguettes 21 as prestressed components.
  • This configuration as Prestressed components are particularly advantageous if they are Baguettes deals, for example, because of their particularly large length or due to their material composition when arranged in the building subject to special bending stress.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Dispersion Chemistry (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Finishing Walls (AREA)
  • Building Environments (AREA)
EP03025577A 2002-11-16 2003-11-08 Elément de construction en ceramique Expired - Fee Related EP1420123B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10253500 2002-11-16
DE2002153500 DE10253500A1 (de) 2002-11-16 2002-11-16 Keramikbauelement zur Anordnung in einem Bauwerk

Publications (2)

Publication Number Publication Date
EP1420123A1 true EP1420123A1 (fr) 2004-05-19
EP1420123B1 EP1420123B1 (fr) 2007-05-16

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EP03025577A Expired - Fee Related EP1420123B1 (fr) 2002-11-16 2003-11-08 Elément de construction en ceramique

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EP (1) EP1420123B1 (fr)
DE (2) DE10253500A1 (fr)
DK (1) DK1420123T3 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
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CN104005694A (zh) * 2014-06-06 2014-08-27 汤军 可锯切收缩的防护网格
CN104718333A (zh) * 2012-09-26 2015-06-17 夸伊-德·阿扎姆·埃多 抗腐蚀的混凝土加强构件
IT202000023650A1 (it) * 2020-10-07 2022-04-07 Casalgrande Padana Spa Manufatto da rivestimento e rispettivo sistema di fissaggio

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112523417A (zh) * 2020-12-10 2021-03-19 寿县宏宇新型节能建材科技有限公司 一种具有隔音隔热功能的空心砖

Citations (6)

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GB875532A (en) * 1956-09-01 1961-08-23 Karl Leitl Improvements in or relating to structural members for forming tensile members such as beams
DE1276316B (de) * 1960-06-11 1968-08-29 Erich Stockmann Fertigbalken zum UEberdecken von OEffnungen im Mauerwerk
DE7221820U (de) * 1972-09-14 Roeschinger J Vorrichtung zur Befestigung von Fassadenplatten
DE3636565A1 (de) * 1986-10-28 1988-05-05 Cpm Ceramic Patent Management Keramik-fassadenplatten und aus derartigen platten hergestellte fassaden
DE9015602U1 (fr) * 1990-11-14 1991-02-14 Heidelberger Zement Ag, 6900 Heidelberg, De
DE29612473U1 (de) * 1996-07-18 1996-10-17 Aleksandrov Garri Dr Sturzelement für ein Ziegelmauerwerk

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Publication number Priority date Publication date Assignee Title
GB202461A (en) * 1922-06-23 1923-08-23 Clifford Lane Cummings Improvements relating to lintels or beams

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE7221820U (de) * 1972-09-14 Roeschinger J Vorrichtung zur Befestigung von Fassadenplatten
GB875532A (en) * 1956-09-01 1961-08-23 Karl Leitl Improvements in or relating to structural members for forming tensile members such as beams
DE1276316B (de) * 1960-06-11 1968-08-29 Erich Stockmann Fertigbalken zum UEberdecken von OEffnungen im Mauerwerk
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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104718333A (zh) * 2012-09-26 2015-06-17 夸伊-德·阿扎姆·埃多 抗腐蚀的混凝土加强构件
EP2900883A4 (fr) * 2012-09-26 2016-05-25 Quai-De Azam Edoo Élément armure de béton résistant à la corrosion
US10253500B2 (en) 2012-09-26 2019-04-09 Quai-de Azam Edoo Corrosion resistant concrete reinforcing member
AU2018200080B2 (en) * 2012-09-26 2019-08-08 Quai-de Azam EDOO Corrosion resistant concrete reinforcing member
CN104005694A (zh) * 2014-06-06 2014-08-27 汤军 可锯切收缩的防护网格
IT202000023650A1 (it) * 2020-10-07 2022-04-07 Casalgrande Padana Spa Manufatto da rivestimento e rispettivo sistema di fissaggio

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EP1420123B1 (fr) 2007-05-16
DK1420123T3 (da) 2007-09-24
DE10253500A1 (de) 2004-05-27

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