EP0286999A2 - A connection assembly - Google Patents
A connection assembly Download PDFInfo
- Publication number
- EP0286999A2 EP0286999A2 EP88105678A EP88105678A EP0286999A2 EP 0286999 A2 EP0286999 A2 EP 0286999A2 EP 88105678 A EP88105678 A EP 88105678A EP 88105678 A EP88105678 A EP 88105678A EP 0286999 A2 EP0286999 A2 EP 0286999A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- legs
- web
- slab
- section
- 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.)
- Granted
Links
- 238000011282 treatment Methods 0.000 claims abstract description 9
- 230000000717 retained effect Effects 0.000 claims description 4
- 230000037431 insertion Effects 0.000 claims 1
- 238000003780 insertion Methods 0.000 claims 1
- 210000002414 leg Anatomy 0.000 description 51
- 238000000034 method Methods 0.000 description 9
- 230000001419 dependent effect Effects 0.000 description 7
- 239000000463 material Substances 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 230000000712 assembly Effects 0.000 description 2
- 238000000429 assembly Methods 0.000 description 2
- 230000000875 corresponding effect Effects 0.000 description 2
- 210000003127 knee Anatomy 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 229910052729 chemical element Inorganic materials 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 239000013013 elastic material Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000009877 rendering Methods 0.000 description 1
- 238000007789 sealing Methods 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
- E04B1/62—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 terminated by an inwardly bent knee 9 each and an outwardly bent dito 10 as well as at right angle to the web legs 11, 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 double-folded extensions forming engagement flanges 21, 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 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 (not counting the free legs 20) 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 3 shows alternative embodiments of support sections and/or attachment of same and/or additional elements. Accordingly, figure 3 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. In figure 3 b, however, a dependent leg 20 has been omitted.
- the support section in figure 3 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 30.
- 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 3 d corresponds to the one of figure 3 c, but is shows that even an attachment to one of the major surfaces of the slab, prefer ably adjacent to the narrow side is possible.
- the very attachment is effected by prefer ably a striplike section 33, which may be attached to the slab by means of a screw 34 outside the support section.
- Figure 3 e is similar to figure 3 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 gapwidths is chosen larger or the thickness of the additional elements smaller, so that a certain play allows that elasticity.
Landscapes
- Architecture (AREA)
- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Acoustics & Sound (AREA)
- Electromagnetism (AREA)
- Connection Of Plates (AREA)
- Investigating Or Analyzing Materials By The Use Of Ultrasonic Waves (AREA)
- Medicines Containing Material From Animals Or Micro-Organisms (AREA)
- Catalysts (AREA)
- Lining Or Joining Of Plastics Or The Like (AREA)
- Duct Arrangements (AREA)
- Electrostatic Separation (AREA)
- Separation By Low-Temperature Treatments (AREA)
- Compositions Of Oxide Ceramics (AREA)
- Materials For Medical Uses (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
- Bridges Or Land Bridges (AREA)
- Floor Finish (AREA)
- Tents Or Canopies (AREA)
Abstract
Description
- 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. Although 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.
- Further drawbacks in the prior art is that an exact dimensional accuracy is required in the treatment apparatus housing panels or slabs and that the connection obtained will be relatively weak and easily deformed. In order to avoid immoderately large material consumption and weight of the slabs, the support sections are limited to thin sheet metal thickness. A still further drawback of the 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.
- The above-mentioned objects of the present invention are achieved by the connection assembly being given the distinguishing features disclosed in the claims.
- By allowing the squeezing legs with their abutment ends on the support sections to meet the outstanding locking legs on the connection section "half way" there is obtained a material saving as well as long moment arms, which co-act to keep the different details fixed in spite of moderate locking forces.
- By removably attaching the support sections to the ceiling or wall slabs there is obtained the possibility of using both whole and optionally cut standardized modular slabs, since the support sections can be easily fastened to these standard slabs.
- 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.
- By utilizing a support section having a U-shaped edge portion there is obtained the possibility of expansion and contraction in the connection with retained strength and gas tightness. Furthermore, there is an excellent possibility to connect bracings and/or other devices.
- The least material consumption for achieving a connection assembly in accordance with the present invention is obtained when the 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.
- Should a gas tight connection be desired, a suitable strip is placed between the squeezing legs of the respective support sections.
- The invention will now be described in connection with the embodiment examples illustrated on the accompanying drawing sheet where
- Figure 1 is a cross-section of a first embodiment of a connection assembly in accordance with the invention,
- Figures 2 a-e are end views of different support section variants and illustrate various possibilities to connect same as well as other devices, if so desired,
- Figures 3 a-c are end views of different connection section variants,
- Figure 4 shows a modification of the embodiment according to Figure 1, and
- Figure 5 illustrates a way of bracing an assembly according to the invention.
- A complete 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 asecond slab face 23 which may be the outside and inside faces respectively of such a housing.Support sections 2 have been arranged on therespective slabs 1 in a mirror-symmetrical way, aconnection section 3 being used to provide a locked connection between both slabs. - The
connection section 3 has aweb 4 from which depart twoconverging legs 5, so-called locking legs, which are terminated by an inwardlybent knee 9 each and an outwardly bent dito 10 as well as at right angle to theweb legs 11, agap 24 separating both legs, this gap being intended for accomodatingsqueezing legs 7 of thesupport sections 2 such as to keep the connection locked. In addition to thesqueezing legs 7, thesupport sections 2 have joiningwebs 6 and abutment ends 8 as well as a U-shaped edge portion withlegs gap 26. A resilient seal placed between thesqueezing legs 7 has been given thereference numeral 14. - By giving the locking legs 5 a rounded termination at the places where the
connection section 3 co-acts with thesqueezing legs 7 andabutment ends 8, and with a similarly roun ded junction between these parts, there is ensured the possibility of good engagement and force transmission, which is important to the function. - In the connection assembly in accordance with the invention, the
connection section 3 hasengagement surfaces 13 against the roots of the U-shaped edge portion with itslegs 12 and/or the flat faces of theslab 1. These engagement surfaces comprise the outsides of thelegs 5 in Figure 1. - The support sections are suitably screwed to the side faces of the
slabs 1. According to a first attachment method thesupport sections 2 are attached byscrews 16 through theattachment web 15 of the section and through the slab, as illustrated in Figure 1 by the screw head and centre line of thescrews 16. Aseal 17 can be arranged between theface 23 of theslab 1 and theattachment web 15. According to another embodiment,screws 18 are arranged to pass through theedge portion 12 of thesupport section 2 and into the short side face of the associatedelement 1. Anintermediate seal 17 can also be used here. Where the edge portion is U-shaped, with twolegs 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. With the use of a U-shaped edge portion there is greater flexibility in the connection, since the U-shape can be deformed to take up differences and alterations in length. 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. - Of course, other attachment methods are also possible.
-
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. Thedependent legs 20 may be used for supporting the apparatus if they are on the underside of afloor slab 1. In general, the freedependent legs 20 can be used for mounting or bracing an air treatment apparatus, if thesupport sections 2 are mounted with thelegs 20 on the outside. - Figure 3a illustrates the connection section illustrated in Figure 1. Figure 3b is a modification of the
connection section 3, theweb 4 continuing out on both sides in the form of double-folded extensions formingengagement flanges 21, the return part of the double bend then being folded at right angles to the web to form locking legs 5ʹ, the lower parts of which are provided with a substantially rightangular bend 9 towards the plane ofsymmetry 27 and the ends of the legs are terminated in a rightangular bend 10 such as to form agap 24 between the legs 5ʹ in which the squeezing legs of the support sections are kept locked. - Figure 3c illustrates a modified
connection section 3 withouter flanges 21 and at the inner of same locking legs 5ʺ 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 theweb 4 and to terminate in stiffening folds by bending backwardslegs 11, with agap 24 between the two legs in which the squeezing legs of the support sections are kept locked. In the embodiment according to Figure 3c, thelegs 11 may form an angle of 90° in relation to theweb 4, however. In a corresponding manner, in the embodiment according to Figure 36 thelegs 11 can be part of 180° fold or they may be directed towards theweb 4. Furthermore, a connection section according to Figure 3a can also includeengagement flanges 21. - The
engagement flanges 21 are intended to engage against the upper parts of theedge 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 thesupport sections 2 and theiradjacent slabs 1, and some clearance or variation in spacing between element andside leg 12 can be accepted. - In the embodiment illustrated in Figure 1, the depth of the connection itself, (not counting the free legs 20) is substantially the depth of the
slabs 1 united by the connection. Such a size relationship is to be preferred, of course. However, it is also possible to use a connection assembly in accordance with the invention forslabs 1, which have considerably less or greater depth, e.g. if no other connection assemblies are available or if a very thick insulation is required. For thick slabs, thesupport sections 2 can be screwed solely into theslab face 23. - Figure 3 shows alternative embodiments of support sections and/or attachment of same and/or additional elements. Accordingly, figure 3 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 toslab 1 to provide anextra leg 39. In figure 3 b, however, adependent leg 20 has been omitted. The support section in figure 3 c lacks both anattachment web 15 and adependent leg 20, but a Z-shaped section 31 is inserted with one leg intogap 26 and constitutes with its web and its other leg parts corresponding toweb 15 andleg 30. Between the slab and thesection 31 respectively theweb 25, there is prefer ably provided anextra section 30 surrounding with a U-shaped part the slab and even being in alignment with that leg ofsection 31 which corresponds to thedependent leg 20, in which latter region these sections can be interconnected by ascrew 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 3 d corresponds to the one of figure 3 c, but is shows that even an attachment to one of the major surfaces of the slab, prefer ably adjacent to the narrow side is possible. The very attachment is effected by prefer ably astriplike section 33, which may be attached to the slab by means of ascrew 34 outside the support section. Figure 3 e is similar to figure 3 d, but shows attachment to the slab by means of ascrew 35 penetratingwebs 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 bothgaps 26 with an intermediate sealing 29 covering the area between both joining webs. Thescrews 18 may extend through the legs of U-section 28 for achieving a very resistable and completely gastight assembly. - In all embodiments, 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 bracingplate 36, e.g. of triangular shape. Such a bracing plate may be provided in twogaps 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 gapwidths is chosen larger or the thickness of the additional elements smaller, so that a certain play allows that elasticity. - The invention is not restricted to the embodiments described above, and modifications can be made within the scope of the following claims.
Claims (10)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT88105678T ATE85662T1 (en) | 1987-04-16 | 1988-04-09 | CONNECTION ESTABLISHMENT. |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SE8701607A SE460132B (en) | 1987-04-16 | 1987-04-16 | splicer |
SE8701607 | 1987-04-16 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0286999A2 true EP0286999A2 (en) | 1988-10-19 |
EP0286999A3 EP0286999A3 (en) | 1991-01-02 |
EP0286999B1 EP0286999B1 (en) | 1993-02-10 |
Family
ID=20368228
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP88105678A Expired - Lifetime EP0286999B1 (en) | 1987-04-16 | 1988-04-09 | A connection assembly |
Country Status (7)
Country | Link |
---|---|
EP (1) | EP0286999B1 (en) |
AT (1) | ATE85662T1 (en) |
DE (1) | DE3878290T2 (en) |
DK (1) | DK168078B1 (en) |
FI (1) | FI86661C (en) |
NO (1) | NO166097C (en) |
SE (1) | SE460132B (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SE0000961D0 (en) * | 2000-03-21 | 2000-03-21 | Santex Ab | Device for window or wall elements |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR1438828A (en) * | 1965-06-29 | 1966-05-13 | Construction panel with reinforced side fields | |
AT315440B (en) * | 1971-03-19 | 1974-05-27 | Helbling & Matt | Component in plate or tape form |
DE2808484A1 (en) * | 1977-03-10 | 1978-09-14 | Svenska Flaektfabriken Ab | CONNECTING DEVICE FOR WALLS, HATCHES AND THE LIKE. |
-
1987
- 1987-04-16 SE SE8701607A patent/SE460132B/en not_active IP Right Cessation
-
1988
- 1988-04-09 AT AT88105678T patent/ATE85662T1/en not_active IP Right Cessation
- 1988-04-09 DE DE8888105678T patent/DE3878290T2/en not_active Expired - Fee Related
- 1988-04-09 EP EP88105678A patent/EP0286999B1/en not_active Expired - Lifetime
- 1988-04-13 NO NO881586A patent/NO166097C/en unknown
- 1988-04-15 DK DK208588A patent/DK168078B1/en active
- 1988-04-15 FI FI881774A patent/FI86661C/en not_active IP Right Cessation
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR1438828A (en) * | 1965-06-29 | 1966-05-13 | Construction panel with reinforced side fields | |
AT315440B (en) * | 1971-03-19 | 1974-05-27 | Helbling & Matt | Component in plate or tape form |
DE2808484A1 (en) * | 1977-03-10 | 1978-09-14 | Svenska Flaektfabriken Ab | CONNECTING DEVICE FOR WALLS, HATCHES AND THE LIKE. |
Also Published As
Publication number | Publication date |
---|---|
FI86661B (en) | 1992-06-15 |
DK168078B1 (en) | 1994-01-31 |
NO881586L (en) | 1988-10-17 |
NO166097B (en) | 1991-02-18 |
DK208588A (en) | 1988-10-17 |
SE8701607D0 (en) | 1987-04-16 |
EP0286999A3 (en) | 1991-01-02 |
NO166097C (en) | 1991-05-29 |
SE460132B (en) | 1989-09-11 |
EP0286999B1 (en) | 1993-02-10 |
ATE85662T1 (en) | 1993-02-15 |
DE3878290T2 (en) | 1993-07-22 |
FI881774A (en) | 1988-10-17 |
FI86661C (en) | 1992-09-25 |
SE8701607L (en) | 1988-10-17 |
DK208588D0 (en) | 1988-04-15 |
FI881774A0 (en) | 1988-04-15 |
DE3878290D1 (en) | 1993-03-25 |
NO881586D0 (en) | 1988-04-13 |
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