DE1554211C3 - Connection for a frame forming, angularly abutting profile strips - Google Patents
Connection for a frame forming, angularly abutting profile stripsInfo
- Publication number
- DE1554211C3 DE1554211C3 DE19661554211 DE1554211A DE1554211C3 DE 1554211 C3 DE1554211 C3 DE 1554211C3 DE 19661554211 DE19661554211 DE 19661554211 DE 1554211 A DE1554211 A DE 1554211A DE 1554211 C3 DE1554211 C3 DE 1554211C3
- Authority
- DE
- Germany
- Prior art keywords
- depressions
- elevations
- connection
- intermediate plate
- profile strips
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
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- 230000000295 complement effect Effects 0.000 claims description 3
- 210000000689 upper leg Anatomy 0.000 claims description 3
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- 125000006850 spacer group Chemical group 0.000 claims 2
- 235000012571 Ficus glomerata Nutrition 0.000 claims 1
- 240000000365 Ficus racemosa Species 0.000 claims 1
- 235000015125 Sterculia urens Nutrition 0.000 claims 1
- 210000003608 fece Anatomy 0.000 claims 1
- 230000001771 impaired effect Effects 0.000 claims 1
- 230000002452 interceptive effect Effects 0.000 claims 1
- 239000010871 livestock manure Substances 0.000 claims 1
- 238000004904 shortening Methods 0.000 claims 1
- 238000004519 manufacturing process Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- A—HUMAN NECESSITIES
- A47—FURNITURE; DOMESTIC ARTICLES OR APPLIANCES; COFFEE MILLS; SPICE MILLS; SUCTION CLEANERS IN GENERAL
- A47B—TABLES; DESKS; OFFICE FURNITURE; CABINETS; DRAWERS; GENERAL DETAILS OF FURNITURE
- A47B96/00—Details of cabinets, racks or shelf units not covered by a single one of groups A47B43/00 - A47B95/00; General details of furniture
- A47B96/14—Bars, uprights, struts, or like supports, for cabinets, brackets, or the like
- A47B96/1408—Bars, uprights, struts, or like supports, for cabinets, brackets, or the like regularly perforated
-
- A—HUMAN NECESSITIES
- A63—SPORTS; GAMES; AMUSEMENTS
- A63H—TOYS, e.g. TOPS, DOLLS, HOOPS OR BUILDING BLOCKS
- A63H33/00—Other toys
- A63H33/04—Building blocks, strips, or similar building parts
- A63H33/10—Building blocks, strips, or similar building parts to be assembled by means of additional non-adhesive elements
- A63H33/12—Perforated strips or the like assembled by rods, bolts, or the like
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B1/5806—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile
- E04B1/5818—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile of substantially U - form
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B12/00—Jointing of furniture or the like, e.g. hidden from exterior
- F16B12/10—Jointing of furniture or the like, e.g. hidden from exterior using pegs, bolts, tenons, clamps, clips, or the like
- F16B12/28—Jointing of furniture or the like, e.g. hidden from exterior using pegs, bolts, tenons, clamps, clips, or the like for metal furniture parts
- F16B12/30—Jointing of furniture or the like, e.g. hidden from exterior using pegs, bolts, tenons, clamps, clips, or the like for metal furniture parts using threaded bolts
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B12/00—Jointing of furniture or the like, e.g. hidden from exterior
- F16B12/44—Leg joints; Corner joints
- F16B12/50—Metal corner connections
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B7/00—Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections
- F16B7/18—Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections using screw-thread elements
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2415—Brackets, gussets, joining plates
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2439—Adjustable connections, e.g. using elongated slots or threaded adjustment elements
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2448—Connections between open section profiles
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2466—Details of the elongated load-supporting parts
- E04B2001/2469—Profile with an array of connection holes
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Furniture Connections (AREA)
- Connection Of Plates (AREA)
- Joining Of Building Structures In Genera (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
Description
Zur Herstellung von auseinandernehmbaren Gebilden beliebiger Art, wie Regale, Fächer, Möbel, Trittbretter usw., wird eine gewisse Zahl von genormten Elementen benutzt, welche durch Profilleisten 1 gebildet werden, welche im Querschnitt ein L-förmiges Profil mit z. B. gleichen Schenkeln haben. Diese Profilleisten 1 werden in der gewünschten Länge abgeschnitten und an den Ecken mit Hilfe von Bolzen und Muttern sowie Zwischenplatten vereinigt. Ferner sind die Winkelleisten in komplementärer Weise so ausgebildet, daß sie miteinander so zusammenwirken, daß die gegenseitige Lage ihrer Verbindungsebenen aufrechterhalten wird. Hierfür besitzt jeder Schenkeil2 und Is Stauchungen, welche z.B. vorzugsweise die Form von zwei parallelen identisehen Vertiefungen bzw. Erhöhungen I4 und I5 aufweisen, welche jedoch in entgegengesetztem Sinn eingeformt sind, da die Vertiefung I4 an der Außenseite des durch das Winkelprofil gebildeten Winkels, vorspringt, während die Vertiefung I5 nach dem ao Innern des Winkels geformt ist, in welchen sie vorspringt.For the production of detachable structures of any kind, such as shelves, compartments, furniture, running boards, etc., a certain number of standardized elements is used, which are formed by profile strips 1, which in cross section an L-shaped profile with z. B. have the same legs. These profile strips 1 are cut to the desired length and combined at the corners with the help of bolts and nuts and intermediate plates. Furthermore, the angle strips are designed in a complementary manner so that they interact with one another in such a way that the mutual position of their connecting planes is maintained. For this purpose, each leg wedge 2 and I s has upsets which, for example, preferably have the shape of two parallel, identical depressions or elevations I 4 and I 5 , which, however, are formed in the opposite direction, since the depression I 4 is on the outside of the angle profile formed angle, protrudes, while the recess I 5 is shaped to the inside of the angle in which it protrudes.
Ferner besitzen die Profilleisten 1 in an sich bekannter Weise Lochungen oder Langlöcher I1, welche über die gesamte Länge der Profilleisten gleichmäßig oder ungleichmäßig verteilt sind, und durch welche Festziehorgane 5 in Form von Schrauben, Bolzen od. dgl. treten.Furthermore, the profile strips 1 have, in a manner known per se, perforations or elongated holes I 1 , which are distributed uniformly or unevenly over the entire length of the profile strips, and through which tightening members 5 in the form of screws, bolts or the like.
Die Verbindung der Profilleisten wird an den Eckverbindungen durch Zwischenplatten 6 zur Vereinigung der Profilleisten 1 unter einem Winkel vorgenommen, wobei eine feste Lage der Berührungsfläche an den Verbindungsstellen und somit die erforderliche Steifigkeit gewährleistet wird, so daß die Anordnung in allen Ebenen den verschiedensten Beanspruchungen, Gleitbewegungen und Verformungen widersteht.The connection of the profile strips is at the corner connections by intermediate plates 6 for unification the profile strips 1 made at an angle, with a fixed position of the contact surface is ensured at the connection points and thus the required rigidity, so that the Arrangement in all levels for the most varied of loads, sliding movements and deformations resists.
Die Zwischenplatten 6 weisen in ihrer Mitte eine Öffnung 61 für den Durchtritt einer Schraube, eines Bolzens od. dgl. auf. Um das enge Zusammenwirken der Zwischenplatten 6 mit den zu verbindenden Profilleisten zu ermöglichen, sind von den entgegengesetzten Seiten 62, 63 der Zwischenplatte aus Vertiefungen 64 und Erhöhungen 65 gebildet, deren Anordnung und Abmessungen den Profilen an den Sehenkein der Profilleisten 1 gebildeten Erhöhungen und Vertiefungen entsprechen. Die auf den entgegengesetzten Seiten der Zwischenplatte 6 ausgeführten Stauchungen bilden auf jeder Seite zwei parallele Erhöhungen 64 und Vertiefungen 65, welche von den beiden auf der anderen Seite der Zwischenplatte angeführten gegensinnigen Erhöhungen und Vertiefungen geschnitten werden.The intermediate plates 6 have in their middle an opening 6 1 for the passage of a screw, a bolt or the like. In order to enable the intermediate plates 6 to interact closely with the profile strips to be connected, depressions 6 4 and elevations 6 5 are formed from the opposite sides 6 2 , 6 3 of the intermediate plate, the arrangement and dimensions of which correspond to the profiles on the sides of the profile strips 1 Peaks and valleys correspond. The upsets performed on the opposite sides of the intermediate plate 6 form two parallel elevations 6 4 and depressions 6 5 on each side, which are intersected by the two opposing elevations and depressions listed on the other side of the intermediate plate.
Jede Seite der Zwischenplatte besitzt also gleichzeitig den Winkelprofilen entsprechende gekreuzte Erhöhungen und Vertiefungen, wobei die Höhe der Erhöhungen etwas kleiner als die Tiefe der Vertiefungen ist.Each side of the intermediate plate therefore has crossed profiles corresponding to the angle profiles at the same time Bumps and depressions, the height of the bumps being slightly smaller than the depth of the depressions is.
Die Zwischenplatte 6 kann verschiedene Umgangsformen aufweisen, wie beispielsweise quadratisch, rund, regulär vieleckig usw. Vorzugsweise ist jedoch eine symmetrische Anordnung der Profile der Zwischenplatte und der Erhöhungen und Vertiefungen in bezug auf die zentrale Befestigungsöffnung 61 vorgesehen. Es ist zu bemerken, daß die Außenabmessungen der Zwischenplatte etwas kleiner als die Breite der Schenkel der Profilleisten sind. Die Platten können daher frei durchtreten und leichter eingebaut werden. Außerdem sind die Platten vollständig bedeckt und unsichtbar, was das Aussehen verbessert und jeden störenden gefährlichen Vorsprung ausscheidet. Die Zwischenplatte paßt in viele Kombinationen von Verbindungen der Profilleisten.The intermediate plate 6 can have various shapes, such as square, round, regular polygonal etc. However, a symmetrical arrangement of the profiles of the intermediate plate and the elevations and depressions with respect to the central fastening opening 6 1 is preferably provided. It should be noted that the outer dimensions of the intermediate plate are slightly smaller than the width of the legs of the profile strips. The panels can therefore pass freely and are easier to install. In addition, the panels are completely covered and invisible, which improves the appearance and eliminates any annoying dangerous protrusion. The intermediate plate fits into many combinations of connections of the profile strips.
In den Fig.5, 6, 7 und 8 sind Beispiele für verschiedene Ausführungen der Zwischenplatten dargestellt. Bei diesen Beispielen haben die Platten Viereckform (F i g. 5) oder die Form von Lochscheiben (F i g. 6, 7 und 8). Ferner ist die Möglichkeit vorgesehen, nur zwei einander schneidende, entgegengesetzt gebildete Erhöhungen und Vertiefungen herzustellen (F i g. 6). Ferner ist eine Ausführung der Zwischenplatten vorgesehen, bei welcher die Rippen unter einem Winkel von 45° (Fig. 7) oder 60° (Fig. 8) oder unter einem beliebigen anderen Winkel verlaufen, so daß Verbindungen hergestellt werden können, deren Winkel von der üblichen Anordnung unter 90° (F i g.l bis 4) verschieden sind!In Figures 5, 6, 7 and 8 are examples of different Versions of the intermediate plates shown. In these examples the plates are square (Fig. 5) or the shape of perforated disks (Fig. 6, 7 and 8). It is also possible to to produce only two mutually intersecting, oppositely formed elevations and depressions (Fig. 6). Furthermore, an embodiment of the intermediate plates is provided in which the ribs under an angle of 45 ° (Fig. 7) or 60 ° (Fig. 8) or run at any other angle so that connections can be made whose angles are different from the usual arrangement under 90 ° (Fig. 1 to 4)!
Die in den Fig.9, 10 und 11 dargestellte Ausführungsform enthält Profilleisten 7, welche vorzugsweise aus Metallblech oder gegebenenfalls aus einem beliebigen anderen benutzten Werkstoff hergestellt sind.The embodiment shown in FIGS. 9, 10 and 11 contains profile strips 7, which are preferably made of sheet metal or optionally from a any other material used are made.
Diese Profilleisten sind alle auf die gleiche Weise ausgebildet, was die Herstellung, die Einlagerung und die Versorgung vereinfacht.These profile strips are all designed in the same way, in terms of manufacture and storage and simplifies care.
Jeder Schenkel?1, 72 der Profilleisten besitzt Erhöhungen und Vertiefungen 73. Diese Erhöhungen und Vertiefungen sind im wesentlichen zur Erzielung der Verbindung und der Steifigkeit der Anordnung vorgesehen, wobei sie gleichzeitig die Starrheit der Profilleisten verstärken.Each thigh? 1 , 7 2 of the profile strips has elevations and depressions 7 3 . These elevations and depressions are essentially provided to achieve the connection and the rigidity of the arrangement, while at the same time reinforcing the rigidity of the profile strips.
Die Profile, Formen und Querschnittsabmessungen der Erhöhungen und Vertiefungen 73 sind an den beiden Schenkeln der Profilleisten identisch. Bei dem dargestellten Beispiel haben die Erhöhungen und Vertiefungen 73 im Querschnitt ein abgerundetes Profil mit Übergängen zu dem übrigen Teil der Profilleiste. The profiles, shapes and cross-sectional dimensions of the elevations and depressions 7 3 are identical on the two legs of the profile strips. In the example shown, the elevations and depressions 7 3 have a rounded profile in cross section with transitions to the remaining part of the profile strip.
Die Erhöhungen und Vertiefungen?3 sind ferner an jedem Schenkel der Profilleisten nach der gleichen Seite gestaucht, d.h. nach der Außenseite des Winkels bei dem dargestellten Beispiel. Es ist aber auch eine Ausführung möglich, bei welcher alle Erhöhungen und Vertiefungen nach der Innenseite des Winkels gestaucht sind.The peaks and valleys? 3 are also upset on each leg of the profile strips on the same side, ie on the outside of the angle in the example shown. However, an embodiment is also possible in which all elevations and depressions are compressed towards the inside of the angle.
Die Schenkel der Profilleisten besitzen ebenfalls Lochungen, welche bei dem dargestellten Beispiel Schlitze 74 sind, durch welche die Verbindungsmittel in Form von Bolzen 8, Muttern 9 oder gegebenenfalls anderen Einrichtungen treten.The legs of the profile rails also have perforations which are in the illustrated example the slots 7 4 through which the connection means in the form of bolts 8 and nuts 9 occur or possibly other devices.
Die Zwischenplatte 10, deren Abmessungen etwas kleiner als die der Schenkel der Profilleisten sind, besitzt gekreuzte Erhöhungen und Vertiefungen 10l bzw. 102, welche alle nach der gleichen Seite gestaucht sind.The intermediate plate 10, the dimensions of which are slightly smaller than those of the legs of the profile strips, has crossed elevations and depressions 10 1 and 10 2 , which are all compressed on the same side.
Von diesen Erhöhungen und Vertiefungen sind zwei Arten vorhanden, nämlich die Erhöhungen bzw. Vertiefungen 101, welche schmaler und tiefer sind und in die Erhöhungen bzw. Vertiefungen 73 der Profilleisten passen sollen, und die sie schneidenden Erhöhungen und Vertiefungen 102, welche breiter und flacher sind, um in die Erhöhungen bzw. Vertiefungen 73 zu passen. Die Abmessungen zwischen den Rippen der Zwischenplatten und ihren Querschnittsprofilen sind natürlich so bestimmt, daß sie den Erhöhungen bzw. Vertiefungen 73 entsprechen.There are two types of these elevations and depressions, namely the elevations or depressions 10 1 , which are narrower and deeper and are intended to fit into the elevations or depressions 7 3 of the profile strips, and the elevations and depressions 10 2 intersecting them, which are wider and are shallower to fit into the ridges or depressions 7 3. The dimensions between the ribs of the intermediate plates and their cross-sectional profiles are of course determined so that they correspond to the elevations or depressions 7 3.
Der Unterschied der Tiefe zwischen den Erhöhungen und Vertiefungen 101, 102 entspricht der Tiefe der Erhöhungen bzw. Vertiefungen 73.The difference in depth between the elevations and depressions 10 1 , 10 2 corresponds to the depth of the elevations or depressions 7 3 .
Die Zwischenplatte IO weist eine mittlere öffnung 103 für den Durchtritt des Bolzens 8 auf, und um diese öffnung herum ist eine Wölbung 104 so ausgeführt, daß eine Stützerhebung entsteht, welche den Unterschied der Tiefe der Erhöhungen bzw. Vertiefungen ausgleicht und Verformungen der Schenkel 71, 72 der Profilleisten unter dem Druck der Festziehmittel (insbesondere Bolzen und Muttern) verhindert, wie z. B. in der Verbindung der Fi g. 10 und 11 dargestellt.The intermediate plate IO has a central opening 10 3 for the bolt 8 to pass through, and around this opening a curvature 10 4 is designed so that a support elevation is created which compensates for the difference in the depth of the elevations or depressions and deformations of the legs 7 1 , 7 2 of the profile strips under the pressure of the tightening means (especially bolts and nuts) prevents such. B. in the connection of Fi g. 10 and 11 shown.
Die Zwischenplatte kann natürlich eine andere als die in F i g. 9 dargestellte quadratische Form aufweisen, z.B. eine runde Form, wie in Fig. 12 und 13 dargestellt, eine Vieleckform usw. Ferner können die Zwischenplatten sowie die Profilleisten nur zwei zueinander schneidende Erhöhungen bzw. Vertiefungen aufweisen oder auch Erhöhungen bzw. Vertiefungen, welche sich nicht rechtwinklig kreuzen (F i g. 13), um Verbindungen von Profilleisten unter einem von einem rechten Winkel verschiedenen Winkel herzustellen.The intermediate plate can of course be a different one than that in FIG. 9 shown have a square shape, e.g., a round shape as shown in Figs. 12 and 13, a polygonal shape, etc. Further, the Intermediate plates and the profile strips only have two mutually intersecting elevations or depressions have or also elevations or depressions which do not cross at right angles (F i g. 13), for connections of profile strips at an angle different from a right angle to manufacture.
Durch die obige Ausführung werden die Anwendungsmöglichkeiten der Profilleisten erweitert, wobei gewisse Fälle vermieden werden, bei welchen die Vorsprünge und Vertiefungen der Profilleisten keine zueinander komplementäre Lage haben. Die Herstellung der Profilleisten wird dadurch erleichtert, daß alle Stauchungen auf derselben Seite erfolgen. Die Verbindungen sind bequemer und zweckmäßiger.By the above execution, the application possibilities of the profile strips are expanded, with certain cases are avoided in which the projections and depressions of the profile strips are not have mutually complementary position. The production of the profile strips is facilitated in that all upsets are made on the same side. The connections are more convenient and convenient.
Hierzu 3 Blatt ZeichnungenFor this purpose 3 sheets of drawings
Claims (4)
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR8048A FR1267006A (en) | 1960-09-09 | 1960-09-09 | Profiled irons for making dismountable assemblies with total and permanent rigidity in all planes |
FR9100A FR87281E (en) | 1960-09-09 | 1965-01-28 | Profiled irons for making dismountable assemblies with total and permanent rigidity in all planes |
FR9350A FR89285E (en) | 1960-09-09 | 1965-12-24 | Profiled irons for making dismountable assemblies with total and permanent rigidity in all planes |
Publications (3)
Publication Number | Publication Date |
---|---|
DE1554211A1 DE1554211A1 (en) | 1969-11-27 |
DE1554211B2 DE1554211B2 (en) | 1974-10-24 |
DE1554211C3 true DE1554211C3 (en) | 1975-06-19 |
Family
ID=27253609
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE19661554211 Expired DE1554211C3 (en) | 1960-09-09 | 1966-01-26 | Connection for a frame forming, angularly abutting profile strips |
Country Status (5)
Country | Link |
---|---|
BE (1) | BE674879A (en) |
CH (2) | CH381384A (en) |
DE (1) | DE1554211C3 (en) |
FR (3) | FR1267006A (en) |
GB (2) | GB967965A (en) |
Families Citing this family (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2634870C2 (en) * | 1976-08-03 | 1982-05-19 | Emil 6600 Saarbrücken Nimsgern | "Connection of steel profiles for structural steelwork" |
GB2140478B (en) * | 1983-04-21 | 1986-04-09 | Spencer Clark Metal Ind Plc | Lintels and supports for cladding |
US4551957A (en) * | 1983-05-23 | 1985-11-12 | Madray Herbert R | Building construction |
US4688358A (en) * | 1983-05-23 | 1987-08-25 | Madray Herbert R | Construction system |
CH675742A5 (en) * | 1988-09-26 | 1990-10-31 | Fischer Ag Georg | |
GB2299826B (en) * | 1995-04-12 | 1999-04-14 | Peter Barber | Freight container access barrier |
DE10236553B4 (en) * | 2002-08-08 | 2004-09-30 | Hilti Ag | Wiring harness fixing |
GR1004831B (en) * | 2003-06-02 | 2005-03-02 | Χρηστος Γεωργιου Καραουλης | Lattice work system used to form load-bearing structures with perforated frames of angular lamellae furnished with one or plural angles |
DE202004014974U1 (en) | 2004-09-23 | 2006-02-02 | Horst Witte Entwicklungs- Und Vertriebs-Kg | Right angle cross-section strut or receptacle for a system for assembling work clamping devices |
ITBO20040815A1 (en) * | 2004-12-28 | 2005-03-28 | Metal Work Srl | FIXING DEVICE FOR ELEMENTS OF MODULAR STRUCTURES |
CN101886653B (en) * | 2010-07-12 | 2012-07-25 | 朱建华 | Fastening device |
EP4419757A1 (en) * | 2021-10-24 | 2024-08-28 | Jan Willem Van Egmond | 3d woven structures and methods of making and using same |
-
1960
- 1960-09-09 FR FR8048A patent/FR1267006A/en not_active Expired
-
1961
- 1961-09-06 CH CH1034761A patent/CH381384A/en unknown
- 1961-09-08 GB GB3240361A patent/GB967965A/en not_active Expired
-
1965
- 1965-01-28 FR FR9100A patent/FR87281E/en not_active Expired
- 1965-12-24 FR FR9350A patent/FR89285E/en not_active Expired
-
1966
- 1966-01-10 BE BE674879D patent/BE674879A/xx unknown
- 1966-01-11 CH CH33366A patent/CH446643A/en unknown
- 1966-01-26 GB GB360366A patent/GB1137835A/en not_active Expired
- 1966-01-26 DE DE19661554211 patent/DE1554211C3/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
DE1554211A1 (en) | 1969-11-27 |
FR1267006A (en) | 1961-07-17 |
BE674879A (en) | 1966-05-03 |
CH381384A (en) | 1964-08-31 |
FR87281E (en) | 1966-07-08 |
CH446643A (en) | 1967-11-15 |
GB1137835A (en) | 1968-12-27 |
GB967965A (en) | 1964-08-26 |
FR89285E (en) | 1967-06-02 |
DE1554211B2 (en) | 1974-10-24 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C3 | Grant after two publication steps (3rd publication) | ||
E77 | Valid patent as to the heymanns-index 1977 | ||
8339 | Ceased/non-payment of the annual fee |