EP0286999B1 - Moyens d'assemblages - Google Patents

Moyens d'assemblages Download PDF

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Publication number
EP0286999B1
EP0286999B1 EP88105678A EP88105678A EP0286999B1 EP 0286999 B1 EP0286999 B1 EP 0286999B1 EP 88105678 A EP88105678 A EP 88105678A EP 88105678 A EP88105678 A EP 88105678A EP 0286999 B1 EP0286999 B1 EP 0286999B1
Authority
EP
European Patent Office
Prior art keywords
legs
section
slab
web
assembly
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 - Lifetime
Application number
EP88105678A
Other languages
German (de)
English (en)
Other versions
EP0286999A3 (fr
EP0286999A2 (fr
Inventor
Gunnar Svensson
Lars Johnsson
Ingemar Karlsson
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.)
ABB Technology FLB AB
Original Assignee
ABB Flaekt AB
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 ABB Flaekt AB filed Critical ABB Flaekt AB
Priority to AT88105678T priority Critical patent/ATE85662T1/de
Publication of EP0286999A2 publication Critical patent/EP0286999A2/fr
Publication of EP0286999A3 publication Critical patent/EP0286999A3/fr
Application granted granted Critical
Publication of EP0286999B1 publication Critical patent/EP0286999B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • E04B1/78—Heat insulating elements
    • E04B1/80—Heat insulating elements slab-shaped
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/12—Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
    • E04H1/1205—Small buildings erected in the open air
    • E04H1/1238—Shelters for engines, e.g. electrical meter housings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H5/00—Buildings or groups of buildings for industrial or agricultural purposes
    • E04H5/10—Buildings forming part of cooling plants

Definitions

  • the present invention relates to a connection assembly primarily for so-called air treatment apparatus housing panels, slabs or the like, of the kind disclosed in the preamble to claim 1 and constituting a further development of the art in our Swedish Patent 7702695-3.
  • the Swedish patent 7702695-3 relates to a connection method which also optionally allows flat or angular connection, e.g. between two wall panels or slabs.
  • the connections obtained have high strength, they have the drawback that the material consumption for support connections and connection members with locking legs is large.
  • Another drawback with the prior art is that it is tied to pre-shaped support sections made on the slabs, i.e. the support sections must be already integrated in the structure during fabrication.
  • connection assembly in the prior art is that it is limited to certain specific slab or module sizes, unless deviating sizes are specially fabricated at large extra cost. Furthermore, the previously known assembly does not permit integral connection of further elements such as bracings and the like.
  • the chief object of the present invention is therefore to provide a connection method primarily intended for air treatment apparatus housing panels or slabs, where material consumption for the different slabs and connection assemblies co-acting in the structure will be low, while at the same time a tight joint with high strength is achieved, and where it is possible to connect slabs of optional sizes without using pre-shaped support sections which are made integral with the slabs.
  • Another object of the invention is to achieve a connection method, which is also easy to use for unqualified or untrained staff and where only a moderate force will be required for thrusting the locking legs on the support sections, which have their legs provided with abutment ends and are situated side by side, e.g. at the edges of the ceiling slabs of air treatment apparatus housings.
  • a still further object of the present invention is to achieve a connection method where production of the components necessary for the method can take place without an expensive fabrication and checking procedure for the purpose of ensuring the intended secure and reliable function. It is also an object of the invention to provide simple and safe bracing and connection of further devices.
  • connection assembly being given the distinguishing features disclosed in the claims.
  • Stability is further increased by utilizing an edge leg as extra support for the attachment of the support section to the edge face of a standard slab.
  • connection section has its legs departing convergingly and directly from its web, to terminate in a pair of stiffening knees or bends with a gap therebetween.
  • a suitable strip is placed between the squeezing legs of the respective support sections.
  • connection assembly is illustrated in Figure 1, e.g. the connection between two ceiling slabs 1 for an air treatment apparatus housing, the slabs having a first slab face 22 and a second slab face 23 which may be the outside and inside faces respectively of such a housing.
  • Support sections 2 have been arranged on the respective slabs 1 in a mirror-symmetrical way, a connection section 3 being used to provide a locked connection between both slabs.
  • connection section 3 has a web 4 from which depart two converging legs 5, so-called locking legs, which are each terminated by an inwardly bent knee 9 and an outwardly bent knee 10 as well as a leg 11 at right angles to the web, a gap 24 separating both legs, this gap being intended for accomodating squeezing legs 7 of the support sections 2 such as to keep the connection locked.
  • the support sections 2 have joining webs 6 and abutment ends 8 as well as a U-shaped edge portion with legs 12 and 25 defining therebetween a gap 26.
  • a resilient seal placed between the squeezing legs 7 has been given the reference numeral 14.
  • connection section 3 has engagement surfaces 13 against the roots of the U-shaped edge portion with its legs 12 and/or the flat faces of the slab 1. These engagement surfaces comprise the outsides of the legs 5 in Figure 1.
  • the support sections are suitably screwed to the side faces of the slabs 1.
  • the support sections 2 are attached by screws 16 through the attachment web 15 of the section and through the slab, as illustrated in Figure 1 by the screw head and centre line of the screws 16.
  • a seal 17 can be arranged between the face 23 of the slab 1 and the attachment web 15.
  • screws 18 are arranged to pass through the edge portion 12 of the support section 2 and into the short side face of the associated element 1.
  • An intermediate seal 17 can also be used here. Where the edge portion is U-shaped, with two legs 12, 25, the screws 18 can be taken through a larger hole in the inner of the two legs, which can then be covered by a plug 19.
  • the first attachment method is particularly suitable for cut slabs, where there are no end walls on the slabs or where such can be insecurely attached and with less dimensional accuracy.
  • Dependent legs 20 illustrated in the Figures can be used for mounting such as extra details or peripheral equipment pertaining to an air treatment apparatus.
  • the dependent legs 20 may be used for supporting the apparatus if they are on the underside of a floor slab 1.
  • the free dependent legs 20 can be used for mounting or bracing an air treatment apparatus, if the support sections 2 are mounted with the legs 20 on the outside.
  • Figure 3a illustrates the connection section illustrated in Figure 1.
  • Figure 3b is a modification of the connection section 3, the web 4 continuing out on both sides in the form of extending flanges folded back on themselves and forming said engagement surfaces, the return part of the double bend then being folded at right angles to the web to form locking legs 5', the lower parts of which are provided with a substantially right angular bend 9 towards the plane of symmetry 27 and the ends of the legs are terminated in a right angular bend 10 such as to form a gap 24 between the legs 5' in which the squeezing legs of the support sections are kept locked.
  • Figure 3c illustrates a modified connection section 3 with outer flanges 21 and at the inner of same locking legs 5" which converge gently towards the symmetrical plane of the section, the lower ends of the legs being folded at 9 such as to be substantially parallel to the web 4 and to terminate in stiffening folds by bending backwards legs 11, with a gap 24 between the two legs in which the squeezing legs of the support sections are kept locked.
  • the legs 11 may form an angle of 90° in relation to the web 4, however.
  • the legs 11 can be part of a 180° fold or they may be directed towards the web 4.
  • a connection section according to Figure 3a can also include engagement flanges 21.
  • the engagement flanges 21 are intended to engage against the upper parts of the edge legs 12, or against the flat faces 22 of the slabs. Particularly with engagement against the slab faces 22, this results in a flexibility in the connection since it is then not absolutely necessary for exact fitting and engagement between the support sections 2 and their adjacent slabs 1, and some clearance or variation in spacing between element and side leg 12 can be accepted.
  • the depth of the connection itself is substantially the depth of the slabs 1 united by the connection.
  • Such a size relationship is to be preferred, of course.
  • the support sections 2 can be screwed solely into the slab face 23.
  • Figure 2 shows alternative embodiments of support sections and/ or attachment of same and/or additional elements.
  • figure 2 a shows an embodiment, which in principal corresponds to the one shown in figure 1 but having a dependent leg 20, the outer end of which is bent in parallel relation to slab 1 to provide an extra leg 39.
  • a dependent leg 20 has been omitted.
  • the support section in figure 2 c lacks both an attachment web 15 and a dependent leg 20, but a Z-shaped section 31 is inserted with one leg into gap 26 and constitutes with its web and its other leg parts corresponding to web 15 and leg 20.
  • an extra section 30 surrounding with a U-shaped part the slab and even being in alignment with that leg of section 31 which corresponds to the dependent leg 20, in which latter region these sections can be interconnected by a screw 32.
  • Section 30 is terminated by a free leg being parallel to the slab and turned away from the assembly.
  • the support section according to figure 2 d corresponds to the one of figure 2 c, but it shows that even an attachment to one of the major surfaces of the slab, preferably adjacent to the narrow side is possible.
  • the very attachment is effected by preferably a striplike section 33, which may be attached to the slab by means of a screw 34 outside the support section.
  • Figure 2 e is similar to figure 2 d, but shows attachment to the slab by means of a screw 35 penetrating webs 12 and 25.
  • a section 33 is thus lacking and the support section is turned 180°.
  • Figure 4 is similar to figure 1, but provides also for a U-section 28 surrounding joining webs 6 and being inserted into both gaps 26 with an intermediate sealing 29 covering the area between both joining webs.
  • the screws 18 may extend through the legs of U-section 28 for achieving a very resistable and completely gastight assembly.
  • seals and gaskets may be provided at optional locations.
  • Said seals and gaskets may be entirely or partly made of elastic material, for instance rubber for rendering any desired elasticity.
  • Figure 5 illustrates, that the gap 26 may be used in a very advantageous way to retain a bracing plate 36, e.g. of triangular shape.
  • a bracing plate 36 e.g. of triangular shape.
  • Such a bracing plate may be provided in two gaps 26 extending within a common plane in a corner area of two adjacent slabs and may be secured by e.g. press rivets 37.
  • the gaps may also be used for retaining / securing additional elements of any kind. If it is desired to maintain substantial elasticity wihtin the area, the gap width is chosen larger or the thickness of the additional elements smaller, so that a certain play allows that elasticity.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Acoustics & Sound (AREA)
  • Electromagnetism (AREA)
  • Connection Of Plates (AREA)
  • Separation By Low-Temperature Treatments (AREA)
  • Electrostatic Separation (AREA)
  • Duct Arrangements (AREA)
  • Materials For Medical Uses (AREA)
  • Investigating Or Analyzing Materials By The Use Of Ultrasonic Waves (AREA)
  • Compositions Of Oxide Ceramics (AREA)
  • Medicines Containing Material From Animals Or Micro-Organisms (AREA)
  • Lining Or Joining Of Plastics Or The Like (AREA)
  • Catalysts (AREA)
  • Tents Or Canopies (AREA)
  • Bridges Or Land Bridges (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
  • Floor Finish (AREA)

Claims (11)

  1. Montage pour assemblage principalement destiné à des panneaux ou des dalles (1) servant de logement à ce que l'on appelle un appareil de traitement de l'air, au moins une des surfaces de chaque dalle qui doit être assemblée étant munie d'un profilé de support (2) conçu pour coopérer avec un profilé d'assemblage (3) enserrant et bloquant deux profilés de support adjacents (2), le profilé d'assemblage (3) possédant une nervure (4) des bords desquels font saillie des pattes (5), chaque profilé de support (2) étant fixé à ladite dalle via une patte marginale (12) qui vient s'assembler à une nervure de jonction (6) et, essentiellement à angle droit par rapport à cette dernière, une patte de coincement (7) qui se termine en une extrémité (8) faisant office de butée, caractérisé en ce que la patte marginale (12, 25) est en forme de U, une patte (25) étant fixée à la dalle adjacente (1) et l'autre patte (12) étant écartée de la première citée via un coude (38) constituant et entourant un espace libre (26), en ce que la longueur (1) de la patte de coincement est inférieure à l'épaisseur (L) de la dalle ou du montage et s'élève, de préférence, grosso modo à la moitié de leur dimension, et en ce que chaque patte (5) du profilé d'assemblage forme simultanément une patte de blocage avec au moins un coude de renforcement (9, 10) menant à des bords (11) à extrémité libre, lesdits coudes étant prévus pour venir s'engrener, dans la position de montage, dans la zone de coin s'étendant entre les pattes de coincement (7) et les extrémités faisant office de butée des deux profilés de support (2), le profilé d'assemblage (3) venant buter contre lesdits coudes (38) des pattes marginales et éventuellement, en plus, contre la surface (22) d'au moins une dalle (1), à l'aide de surfaces de contact externes (13).
  2. Montage selon la revendication 1, caractérisé en ce que les deux pattes de blocage (5) du profilé d'assemblage (3) s'étendent de telle sorte qu'elles commencent par converger dans une direction s'écartant de la nervure (4) et en direction du plan de symétrie (27) du profilé, et dans leurs portions éloignées de la nervure, elles se replient en (9) pour converger en direction de la nervure (4) et du plan (27) pour se terminer ensuite à un coude (en 10) pour laisser un espace libre (24) dans lequel les pattes de coincement (7) sont retenues dans une position de blocage.
  3. Montage selon la revendication 1, caractérisé en ce que les pattes de blocage (5') dépendent la nervure (4) du profilé d'assemblage (3) en formant un angle droit à une certaine distance vers l'intérieur à partir des bords les plus externes de la nervure, et après un coude (9) essentiellement à angle droit en direction du plan de symétrie (27) du profilé, se terminent à un autre coude (10) à angle droit dans une direction s'écartant de la nervure pour former un espace libre (24) dans lequel les pattes de coincement sont retenues dans une position de blocage.
  4. Montage selon la revendication 1, caractérisé en ce que les pattes de blocage (5") dépendent de la nervure (4) du profilé d'assemblage (3) en convergeant à une certaine distance vers l'intérieur depuis les bords les plus externes de la nervure dans une direction orientée vers le plan de symétrie du profilé (27), après quoi elles fléchissent pour être essentiellement parallèles à la nervure (4) et elles se terminent par des plis de renforcement pour laisser un espace libre (24) dans lequel les pattes de coincement sont retenues dans une position de blocage.
  5. Montage selon l'une quelconque des revendications précédentes, caractérisé en ce que le profilé d'assemblage (3), dans le prolongement de la nervure (4) en dehors de la ligne de départ des pattes (5), possède des brides d'extension (21) repliées sur elles-mêmes et formant lesdites surfaces de contact (13).
  6. Montage selon l'une quelconque des revendications 1 à 5, caractérisé en ce que la patte marginale est fixée à la dalle adjacente au moyen d'une vis (18) dont on a fait passer la tête de préférence à travers un trou plus large pratiqué dans la patte marginale libre (12), ledit trou étant de préférence conçu pour que vienne s'y loger un bouchon (19) qui le recouvre suite à l'insertion de la vis (18).
  7. Montage selon l'une quelconque des revendications 1 à 6, caractérisé en ce qu'on prévoit l'espace libre (26) entre les deux pattes marginales (12, 25) pour retenir au moins un élément supplémentaire, par exemple une plaque de renforcement ou analogues (36) que l'on peut fixer de préférence à l'aide de rivets de pression (37) s'étendant à travers les deux pattes (12, 25) et le renforcement ou analogues (36).
  8. Montage selon l'une quelconque des revendications 1 à 7, caractérisé en ce que, entre le profilé de support (2) et la dalle adjacente (1), on prévoit un profilé ou analogues (30; 31; 33) qui peut être fixé à la dalle conjointement avec et/ou en dehors du profilé de support, qui remplace éventuellement la fixation du profilé de support à la dalle.
  9. Montage selon l'une quelconque des revendications 1 à 8, caractérisé en ce que les espaces libres (26) formés par les pattes en forme de U de deux profilés de support (2) formant un montage, sont prévus pour retenir un profilé commun, de préférence un profilé en U (28), un joint étanche intermédiaire (29) recouvrant de préférence la zone s'étendant entre deux dalles de jonction adjacentes (6).
  10. Montage selon l'une quelconque des revendications 1 à 9, caractérisé en ce qu'on prévoit au moins un profilé de support (2) et/ou on le fixe sur une des surfaces majeures de la dalle adjacente (1).
  11. Montage selon la revendication 10, caractérisé en ce que l'espace libre (26) formé par les pattes en U est ouvert en direction du côté étroit adjacent de la dalle ou bien dans la direction opposée.
EP88105678A 1987-04-16 1988-04-09 Moyens d'assemblages Expired - Lifetime EP0286999B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT88105678T ATE85662T1 (de) 1987-04-16 1988-04-09 Verbindungsaufbau.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
SE8701607 1987-04-16
SE8701607A SE460132B (sv) 1987-04-16 1987-04-16 Skarvanordning

Publications (3)

Publication Number Publication Date
EP0286999A2 EP0286999A2 (fr) 1988-10-19
EP0286999A3 EP0286999A3 (fr) 1991-01-02
EP0286999B1 true EP0286999B1 (fr) 1993-02-10

Family

ID=20368228

Family Applications (1)

Application Number Title Priority Date Filing Date
EP88105678A Expired - Lifetime EP0286999B1 (fr) 1987-04-16 1988-04-09 Moyens d'assemblages

Country Status (7)

Country Link
EP (1) EP0286999B1 (fr)
AT (1) ATE85662T1 (fr)
DE (1) DE3878290T2 (fr)
DK (1) DK168078B1 (fr)
FI (1) FI86661C (fr)
NO (1) NO166097C (fr)
SE (1) SE460132B (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE0000961D0 (sv) * 2000-03-21 2000-03-21 Santex Ab Anordning vid fönster- eller väggelement

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1438828A (fr) * 1965-06-29 1966-05-13 Panneau de construction à champs latéraux renforcés
CH527984A (de) * 1971-03-19 1972-09-15 Helbling & Matt Bauelement in Platten- oder Bandform
SE417625B (sv) * 1977-03-10 1981-03-30 Svenska Flaektfabriken Ab Skarvanordning for veggar, luckor och liknande

Also Published As

Publication number Publication date
EP0286999A3 (fr) 1991-01-02
SE8701607D0 (sv) 1987-04-16
DE3878290T2 (de) 1993-07-22
NO881586D0 (no) 1988-04-13
DK208588D0 (da) 1988-04-15
NO166097B (no) 1991-02-18
ATE85662T1 (de) 1993-02-15
DK168078B1 (da) 1994-01-31
DE3878290D1 (de) 1993-03-25
NO881586L (no) 1988-10-17
FI86661B (fi) 1992-06-15
NO166097C (no) 1991-05-29
DK208588A (da) 1988-10-17
FI881774A (fi) 1988-10-17
EP0286999A2 (fr) 1988-10-19
SE8701607L (sv) 1988-10-17
FI86661C (fi) 1992-09-25
SE460132B (sv) 1989-09-11
FI881774A0 (fi) 1988-04-15

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