EP0634534A1 - Paneel - Google Patents

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Publication number
EP0634534A1
EP0634534A1 EP93250255A EP93250255A EP0634534A1 EP 0634534 A1 EP0634534 A1 EP 0634534A1 EP 93250255 A EP93250255 A EP 93250255A EP 93250255 A EP93250255 A EP 93250255A EP 0634534 A1 EP0634534 A1 EP 0634534A1
Authority
EP
European Patent Office
Prior art keywords
panel
panels
profile
beads
profiles
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.)
Withdrawn
Application number
EP93250255A
Other languages
German (de)
English (en)
French (fr)
Inventor
Hilmar Werner
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP0634534A1 publication Critical patent/EP0634534A1/de
Withdrawn legal-status Critical Current

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Classifications

    • 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
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
    • E04C2/3405—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by profiled spacer sheets
    • 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
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E04B1/161—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast in situ
    • 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
    • E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
    • E04B2/44—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities using elements having specially-designed means for stabilising the position; Spacers for cavity walls
    • E04B2/46—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities using elements having specially-designed means for stabilising the position; Spacers for cavity walls by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
    • 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
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8623—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic
    • E04B2/8629—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic with both form leaves and spacers being monolithic
    • 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
    • E04B2002/0202—Details of connections
    • E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
    • E04B2002/0215—Non-undercut connections, e.g. tongue and groove connections with separate protrusions
    • 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
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
    • E04C2/3405—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by profiled spacer sheets
    • E04C2002/3411—Dimpled spacer sheets
    • E04C2002/3433—Dimpled spacer sheets with dimples extending from both sides of the spacer sheet
    • E04C2002/3438—Dimpled spacer sheets with dimples extending from both sides of the spacer sheet with saddle-shaped dimples, e.g. eggcrate type spacer sheets
    • 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
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
    • E04C2002/3494—Apparatus for making profiled spacer sheets

Definitions

  • the invention relates to a panel according to the features of the preamble of claim 1.
  • the prior art includes sheet metal panels with uniaxial stiffening, sheets with cross-shaped and staggered, straight beads and sheets with staggered dome-shaped beads; panels with rows of truncated cones.
  • the panels mentioned there is either no biaxial stiffening, or the flat starting material is not converted into continuously adjacent beads, but remains flat between the beads and without inclusion in the bead pattern, or it remains - even in connection with other layers of the same or different Materials - straight crease lines on which the panel has only sheet thickness or at least has valleys in the profile height.
  • the panel previously known from FR-OS 2.106.605 which remotely resembles a one-sided arch panel, remains straight crease lines between the beads. A stiffening by staggered arrangement of two layers is not provided.
  • a design of the panel made of sheet metal contains folds lying transversely to the axes in both directions and is therefore not tensile, ie unsuitable for the tension belt level of a panel.
  • a second version is made of rigid foam and therefore not of a flat material.
  • JP-WO 87/05262 there is a parallel profile made of zigzag profiles, which in turn are zigzag or snake-shaped in plan view, ie a herringbone or a snake profile.
  • the previously known panel as proposed in the present invention, is not developed to a mirror-symmetrical strip profile (FIG. 14) in order to avoid susceptibility to kinking in the longitudinal axis.
  • the asymmetrical wavy lines can thus move unhindered to the right and left in the longitudinal direction of the panel, whereas if the strips are arranged in mirror symmetry, the bending tendencies cancel each other out.
  • JP-WO 87/05262 provides a rolling mill as the manufacturing device without taking into account that experience with such complicated spatial shapes shows that the material creaks in an uncontrolled manner. This problem does not occur with the liquid mechanical cycle deep drawing proposed here. Furthermore, the wear of usually interposed Rubber membranes or pillows avoided and an approach to the advantages of continuous rolling processes achieved. Corrosion protection can also be applied in one and the same operation.
  • polyaxial panels are proposed, the static height of which is constructed from flat materials, in particular from sheet metal.
  • the panels receive their at least two-axis stiffening through regular, spatial shaping, which converts the flat starting material into continuous, continuous beads.
  • the beads show high points hpu or high areas hfl, which are circumscribed by contour lines hli, and are located in the upper and lower belt level of the panel. This strengthens the belt levels that are subject to high static loads, especially when the height areas or lines run through the entire panel.
  • the stiffening side surfaces sfl of the beads extend between the height surfaces or the belt planes.
  • the beads are arranged so that straight fold lines knl with reduced static height are avoided. This is achieved in that the plan shapes of the beads are entangled or pushed into one another or twisted against one another in the view and the profiles of the beads are offset or staggered in side view. Such a panel viewed from the side no longer shows a straight crease line with a reduced static height due to this arrangement of the beads, ie there are no notches, valleys or waists that directly weaken the cross-sectional height. This stiffening can be achieved by arranging the beads in one position. Otherwise, two layers are staggered, so that the inventive staggering of the beads is achieved (Fig. 5,6,7). The beads are stiffened, especially in the fold lines knl of the other layer.
  • Parallel profiles are defined like a mathematical translation surface: a profile is guided along two identical or different profiles, the profiles preferably being at right angles to one another.
  • the guiding curves can lie, stand or be inclined. During this movement, the profile describes a three-dimensional surface.
  • the interfering profiles can also be represented mechanically by using surfaces, e.g. made of sheet metal, clamped between distant points, small areas or lines and stretched in the opposite direction.
  • Profiles for polyaxial panels are either stiffening profiles that are not extremely flat or steep, such as corrugated, zigzag or trapezoidal profiles with a profile inclination of approximately 45 ° +/- 20 °, or for pure spacers -, cable or plant material support functions, such as hollow floors, absorber roof, also steeper profiles.
  • a parallel polyaxial panel which is straight in the top view and profile-axis in the side view, is described, for example, by the following model-like operations:
  • a template profiled at the edge for example a corrugated or trapezoidal shape template, is being straight along two, preferably identical profile templates led, which are not parallel, rather in particular at right angles, the profiles being chosen so that the template is always vertical during its proposed, surface-forming displacement and the two templates are profiled the same or different, e.g. three templates with a wave profile , which - in contrast to a simple, single-axis corrugated sheet - creates a crossed or biaxial profile, for example a cross-corrugated profile.
  • the moving template is set at a different angle than the right angle, with a profile that is, as it were, shortened in perspective with a lower profile or.
  • Wavelength, but with the same amplitude, whose amplitude peaks or wave crests, seen transversely to the guide direction, are shifted or staggered against one another like a summit panorama.
  • Parallel polyaxial panels are formed from zigzag profiles that have characteristic diamond shapes in the form of diamond panels by guiding a zigzag profile along two zigzag guide profiles.
  • So-called crenellated panels are also formed from trapezoidal profiles that have crenellated shapes.
  • a profile-axis profile in plan view and straight-axis profile in side view is defined by the following model-like operations.
  • a profile template e.g. a zigzag template, is shifted for surface formation on a plane along a profiled profile or axis, e.g. a shaft, or also along a second zigzag line, from which, for example, a double zigzag profile or a herringbone panel or a serpentine one Zigzag profile, short zigzag snake panel, is created.
  • the supervisory axis in particular shows an amplitude that is at least equal to half the profile or. Wavelength is such that the panel experiences an undirected stiffening due to the intermeshing of parallel waves, for example, continuous contours, in particular for welding flat sheets.
  • the profiles on any successive cross-sections do not run in parallel, but are incongruent in a projective cross-fade. They can be defined operationally by expanding large areas from different, small areas or quasi-points that are at a considerable distance from one another in the opposite direction. For example, a sheet that is fixed at the intersections of a square grid, e.g. between cylindrical or hemispherical stamps, stretched out of its plane by the same stamps that start at the diagonal intersections of the square grid. Arched or paraboloidal curved surfaces are formed between the distant highlights or antipodes of the panel, which is why we speak of arched panels.
  • the paraboloidal beads extend from a flat plane in one or two directions (Fig. 1,5), so they can be called one-sided or two-sided.
  • Interfering polyaxial panels with discontinuous contour lines in the form of cross panels form a pattern of parallel crosses offset from one another, between whose bars supplementary elements, in particular in a square and circular shape, are placed, which fill the space between the bars.
  • the contour lines of crosses and supplementary elements lie on one level. In between are valleys, the bottoms of which form contour lines of the other level of the panel, so that the supplementary elements especially pyramid and truncated cone shapes.
  • two offset, 90 ° rotated patterns of parallel, offset double crosses are molded into the panel.
  • the contour lines of the two patterns lie in the opposite, extreme levels of the panel.
  • elements with contour lines in the form of double axes are compiled in the following way:
  • the circular segment-shaped cutting edges of the double-ax shapes run homologously, in particular parallel, to the circular segment-shaped flanks.
  • the axes of the double ax elements are thus rotated 90 ° against each other.
  • the contour lines are on one level.
  • Snake-shaped valleys e.g. with a trapezoidal cross-section, the bottoms of which form the contour lines of the other level.
  • the profiles are flattened at the boundary levels or support points, which e.g. in a cross-well profile, as it were, by capping the dome-shaped wave peaks on the opposite sides.
  • the height of the calottes removed is selected so that the dome bottom edges are not arched overhanging, but can transfer forces favorably into the cross-well profile.
  • some of the height surfaces of the beads do not lie in one plane, but are elevated.
  • profile strips are str (Fig. 2), especially in the case of parallel profiles, which are not mirror-symmetrical in the longitudinal direction in the plan view and are therefore prone to kinking, e.g. Corrugated or zigzag profiles, mirror-symmetrically turned against each other and connected along their connecting line vbl to form a panel.
  • polyaxial composite panels are stiffened by adding several layers and with other materials, in particular with flat sheets, uniaxially stiffened sheets or structural steel mats in the belt zone, the latter in particular being stiffened with concrete, as well as with foam-like materials sam (Fig. 7) in Core.
  • a device for liquid-mechanical cycle deep drawing, in particular of polyaxial panels is formed as follows:
  • the device has two tightly closable, in particular hydraulically movable, mold halves fhot, which form-tightly enclose the panel to be deformed, particularly on the input side is not deformed, but is already fully deformed on the exit side.
  • the upper mold half fnzo contains the profile to be molded, a transition from the flat entrance profile to the full-spatial profile running continuously, whereupon one or more Follow sheets of profile units in full, as well as towards the side edges.
  • the shaping liquid for example water or oil or in particular a substance which adheres to the panel as a coating, for example a lacquer, is pressed in through the lower mold half, which runs out when the mold is opened or is pumped out again.
  • the device contains conveyors föw on both sides, which advance the panel intermittently when the mold halves are open, to the extent that an already deep-drawn passage of the panel can be positively pressed between the profiled mold edges.
  • the first deformation of the edges in the first cycle takes place purely mechanically or in a separate preforming station vfs with all-round flat sealing edges.
EP93250255A 1989-06-19 1990-06-19 Paneel Withdrawn EP0634534A1 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE3920357 1989-06-19
DE3920357 1989-06-19
EP90909127A EP0479816B1 (de) 1989-06-19 1990-06-19 Formstein

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
EP90909127.4 Division 1990-06-19

Publications (1)

Publication Number Publication Date
EP0634534A1 true EP0634534A1 (de) 1995-01-18

Family

ID=6383262

Family Applications (2)

Application Number Title Priority Date Filing Date
EP90909127A Expired - Lifetime EP0479816B1 (de) 1989-06-19 1990-06-19 Formstein
EP93250255A Withdrawn EP0634534A1 (de) 1989-06-19 1990-06-19 Paneel

Family Applications Before (1)

Application Number Title Priority Date Filing Date
EP90909127A Expired - Lifetime EP0479816B1 (de) 1989-06-19 1990-06-19 Formstein

Country Status (8)

Country Link
EP (2) EP0479816B1 (ja)
JP (1) JPH07504240A (ja)
AU (1) AU5819990A (ja)
CA (1) CA2062722A1 (ja)
DD (1) DD296522A5 (ja)
DE (1) DE59005135D1 (ja)
ES (1) ES2054359T3 (ja)
WO (1) WO1990015905A2 (ja)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1998010921A2 (en) * 1996-09-13 1998-03-19 Brian Hall Clark Structural dimple panel
US6939599B2 (en) 1996-09-13 2005-09-06 Brian H. Clark Structural dimple panel
CN106378888A (zh) * 2016-12-07 2017-02-08 苏州普瑞兹模型科技有限公司 一种塑料模型的生产加工工艺

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1323216C (zh) * 2003-12-19 2007-06-27 宁波双联五金有限公司 一种保温空心砖及其框架式保温住宅建筑方法
ES2296493B1 (es) * 2005-12-05 2009-03-16 Carlos Perez Aranda Ladrilleria polivalente.
DE102008031523B4 (de) 2008-07-03 2012-08-02 Manfred Wahls Verfahren zur Herstellung eines Mauer-Dämmstoff-Verbandes
BR102014024902A2 (pt) * 2014-10-06 2016-05-24 Manoel Joaquim Pereira Pinto sistema construtivo com blocos de gesso para edificação de vedações internas e externas
CN107923179A (zh) 2015-07-16 2018-04-17 Y·塔纳密 构造砌块、包括所述构造砌块的壁结构以及用于所述构造砌块和所述壁结构的制造方法
FR3096379B1 (fr) * 2019-05-21 2022-12-02 Dominique Rossi Elément de construction

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2699599A (en) * 1949-06-08 1955-01-18 Haskelite Mfg Corp Structural sheet
US2738297A (en) * 1952-06-10 1956-03-13 Pfistershammer Joseph Honeycomb-type structural materials and method of making same
US2858247A (en) * 1955-08-04 1958-10-28 Swart Dev Company De Panel material
US3131789A (en) * 1961-04-26 1964-05-05 Budd Co Non-cellular honeycomb structure
US3154038A (en) * 1963-02-05 1964-10-27 Olin Mathieson Method of embossing sheet metal
DE1659206A1 (de) * 1967-04-27 1971-02-11 Regehr Ulrich Profilbauelement und Verfahren zu seiner Herstellung
FR2124903A5 (en) * 1971-01-28 1972-09-22 Panontin Mario Open-cell dimpled plates - for use as wallboards etc
US3950585A (en) * 1972-11-17 1976-04-13 Hale Jesse R Sandwich panel structure
DE3125367A1 (de) * 1981-06-27 1983-01-20 Vereinigte Flugtechnische Werke Gmbh, 2800 Bremen "verfahren zur umformung von blechteilen sowie vorrichtung zur durchfuehrung des verfahrens"

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DE2736921A1 (de) * 1977-08-16 1979-03-01 Borsdorf Heinz Dipl Ing Biegebeanspruchtes mauerwerk
US4314431A (en) * 1979-12-31 1982-02-09 S & M Block System Of U.S. Corporation Mortar-less interlocking building block system
GB2085502A (en) * 1980-01-22 1982-04-28 Transfloors Pty Ltd Building units for forming permanent formwork
IT1129828B (it) * 1980-11-10 1986-06-11 Keybrick System Srl Sistema di costruzione edilizia
US4622796A (en) * 1981-12-30 1986-11-18 Aziz Edward M Structural connection for cavity wall construction
DE3344038A1 (de) * 1983-12-06 1985-07-25 Jürgen Dipl.-Ing. 6607 Quierschied Unterländer Stahlblechverbundtragsysteme
EP0146667A2 (de) * 1983-12-29 1985-07-03 Regeltechnische Geräte P. Lüthge GmbH Hohlbaustein
US4741139A (en) * 1985-10-02 1988-05-03 Henry Fred Campbell Prefabricated building panel
FR2593211B1 (fr) * 1986-01-22 1989-03-03 Parriaux Claude Element de construction par assemblage du type " double cloison " avec " vide-sanitaire "
AU7122887A (en) * 1986-03-10 1987-09-28 Ichikawa, H. Compound corrugated body and manufacturing method and apparatus thereof
US4789264A (en) * 1986-09-25 1988-12-06 Galan Inchaurbe Jose M J Pipe socket connection for a spacial structure
FR2609483A1 (fr) * 1987-01-13 1988-07-15 Derozieres Daniel Maison d'habitation a isolation thermique amelioree

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2699599A (en) * 1949-06-08 1955-01-18 Haskelite Mfg Corp Structural sheet
US2738297A (en) * 1952-06-10 1956-03-13 Pfistershammer Joseph Honeycomb-type structural materials and method of making same
US2858247A (en) * 1955-08-04 1958-10-28 Swart Dev Company De Panel material
US3131789A (en) * 1961-04-26 1964-05-05 Budd Co Non-cellular honeycomb structure
US3154038A (en) * 1963-02-05 1964-10-27 Olin Mathieson Method of embossing sheet metal
DE1659206A1 (de) * 1967-04-27 1971-02-11 Regehr Ulrich Profilbauelement und Verfahren zu seiner Herstellung
FR2124903A5 (en) * 1971-01-28 1972-09-22 Panontin Mario Open-cell dimpled plates - for use as wallboards etc
US3950585A (en) * 1972-11-17 1976-04-13 Hale Jesse R Sandwich panel structure
DE3125367A1 (de) * 1981-06-27 1983-01-20 Vereinigte Flugtechnische Werke Gmbh, 2800 Bremen "verfahren zur umformung von blechteilen sowie vorrichtung zur durchfuehrung des verfahrens"

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1998010921A2 (en) * 1996-09-13 1998-03-19 Brian Hall Clark Structural dimple panel
WO1998010921A3 (en) * 1996-09-13 1998-06-25 Brian Hall Clark Structural dimple panel
US6004652A (en) * 1996-09-13 1999-12-21 Clark; Brian Hall Structural dimple panel
US6939599B2 (en) 1996-09-13 2005-09-06 Brian H. Clark Structural dimple panel
CN106378888A (zh) * 2016-12-07 2017-02-08 苏州普瑞兹模型科技有限公司 一种塑料模型的生产加工工艺

Also Published As

Publication number Publication date
EP0479816B1 (de) 1994-03-23
AU5819990A (en) 1991-01-08
ES2054359T3 (es) 1994-08-01
JPH07504240A (ja) 1995-05-11
DE59005135D1 (de) 1994-04-28
EP0479816A1 (de) 1992-04-15
WO1990015905A2 (de) 1990-12-27
CA2062722A1 (en) 1990-12-20
WO1990015905A3 (de) 1991-06-13
DD296522A5 (de) 1991-12-05

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