EP0079413A1 - Arrangement of the column connection of a building - Google Patents

Arrangement of the column connection of a building Download PDF

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Publication number
EP0079413A1
EP0079413A1 EP81810454A EP81810454A EP0079413A1 EP 0079413 A1 EP0079413 A1 EP 0079413A1 EP 81810454 A EP81810454 A EP 81810454A EP 81810454 A EP81810454 A EP 81810454A EP 0079413 A1 EP0079413 A1 EP 0079413A1
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EP
European Patent Office
Prior art keywords
support
attached
ceiling
arrangement according
supports
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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.)
Ceased
Application number
EP81810454A
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German (de)
French (fr)
Inventor
Hans-Ulrich Hintermeister
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Geilinger AG
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Geilinger AG
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Filing date
Publication date
Application filed by Geilinger AG filed Critical Geilinger AG
Priority to EP81810454A priority Critical patent/EP0079413A1/en
Publication of EP0079413A1 publication Critical patent/EP0079413A1/en
Ceased legal-status Critical Current

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    • 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
    • E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E04B1/21—Connections specially adapted therefor
    • E04B1/215—Connections specially adapted therefor comprising metallic plates or parts

Definitions

  • the invention relates to an arrangement of an abutment of two columns of an at least two-story building.
  • a plate is inserted between the two abutting surfaces of the supports to be placed on one another, which plate is welded to the abutting surfaces of the supports.
  • the intermediate plate must be welded in at this known column butt on the construction site. For this reason, the joint must be arranged above an associated building ceiling and cannot be invisibly located at the level (i.e. within the thickness) of the ceiling itself.
  • the invention has for its object to provide a particularly improved arrangement of a column joint in this regard.
  • the invention lies in a guide part which is placed on the upper end of the lower support and at least partially surrounds this end and which at the same time forms a guide for the lower end of the upper support and is arranged within the thickness of an associated ceiling.
  • the column joint can be level (i.e. within the thickness) the associated ceiling. In this way, buckling of the stacked supports is avoided with certainty. When the concrete slab has been installed, nothing of the column joint can be seen. The ceiling gets a particularly pleasing look.
  • a plate 5 is welded at 6.
  • the supports 2, 4 are supported with their two abutment surfaces 31 against the plate 5.
  • the lower support 2 is connected to a collar-shaped, rectangular frame 8 using supports 9, e.g. welded into the frame 8.
  • the frame 8 is used to transmit the weight and other forces from the neighboring concrete ceiling 11.
  • the parts are assembled as follows.
  • the supports 2,4, the frame 8 and the plate 5 become the construction site transported.
  • There the support 2 is optionally set up together with the frame 8 and the plate 5 already attached to it.
  • After installing a formwork the ceiling 11 is concreted and then the formwork is removed again.
  • the support 4 is now welded on.
  • the welding points 6 must lie above the level 32 (the thickness) of the ceiling 11 because the welding must take place on the construction site.
  • the horizontal, e.g. 40 mm thick steel plate 5 is welded to two relatively long guide plates 12, 13 connected to the frame 8 and to two relatively short guide plates 14, 15 connected to it and running transversely thereto.
  • the plate 5 is milled on both sides, so that smooth, exactly parallel surfaces 10 are formed on it.
  • the guide part consisting of the elements 5, 12-15 is designated as a whole by 20.
  • the plate 5 is arranged loosely, that is to say without fastening, between the two abutment surfaces 31 of the supports 2, 4.
  • the parts are assembled as follows. In the workshop, the plate 5 is welded into the guide plates 12 to 15 of the frame 8 after processing its two surfaces 10.
  • the resulting impact unit designated as a whole as 17, is then transported to the construction site together with the two supports 2,4 to be stacked. Here the lower support 2 is set up (Fig. 5).
  • a wooden cladding 18 is then attached for the concrete slab 11 to be made.
  • the unit 17 is only on the casing 18, for example Attached nails; it rests loosely on the support 2 without being connected to it.
  • the lower part 21 of the guide plates 12 to 15 surrounds the upper end 1 of the support 2. As a result, the impact unit 17 is held and guided on the support 2 (FIG. 6).
  • the upper end 4 to be placed on the support 2 is then inserted with its lower end 3 into the impact unit 17 from above, as shown in FIG. 7.
  • the upper part 22 of the guide plates 12-15 acts as a guide.
  • the support 4 is seated on the push plate 5 in the desired position 4a, which is indicated by dashed lines in FIG. 7. This lies between the two abutment surfaces 31.
  • the unit 17 and thus the entire column joint lie within the level 32 of the ceiling 11.
  • the column 4 can be used without further ado after the ceiling 11 has been concreted. From below as from above, this creates a clean, pleasant appearance on the ceiling or floor.
  • the guide part is formed from a guide ring 20a surrounding both supports 2, 4.
  • the butt plate 5 is loosely inserted between the two supports 2, 4 and is not attached to the guide ring 20a.
  • the guide ring is supported on lugs 26 attached to the lower support 2.
  • the plate 5 is attached to the guide ring 20a.
  • FIG. 9 there is also no need for a butt plate between the two supports 2, 4, in particular if the supports have the same profile and the same size.
  • a lower support ring 27 can also be attached to the support 2 (FIG. 9). 3, 4, the guide plates 14, 15 can also be dispensed with.
  • the profile of the supports 2, 4 can be designed differently and be of different sizes. For example, also be box-shaped or circular. Depending on the shape and size of the profile of the two supports 2, 4, the butt plate 5 can be dispensed with.
  • horizontal impact element can also be installed in the impact unit 17.
  • one or more additional supports can be placed with the interposition of an impact unit 17 (multi-storey building).

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The column connection has a guiding element (20) which is inserted between the two columns (2, 4) to be placed one on top of the other and possesses a lower guiding part (21) for the upper end (1) of the lower column (2) and an upper guiding part (22) for the lower end (3) of the upper column (4) to be placed on top. A connection plate (5) is welded in the centre of the guides (21, 22). The guiding element (20) is placed on the lower column (2) at the site. Thereupon, the ceiling (11) is concreted and the upper column (4) then inserted. Welding between the two columns (2, 4) becomes unnecessary. Moreover, the column connection lies at the level of the ceiling 11. Buckling of the columns (2, 4) is prevented. In addition, a pleasing appearance from above and below is obtained. <IMAGE>

Description

Die Erfindung betrifft eine Anordnung eines Stosses von zwei aufeinanderstehenden Stützen eines mindestens zweistöckigen Gebäudes.The invention relates to an arrangement of an abutment of two columns of an at least two-story building.

Bei einer bisherigen Anordnung dieser Art ist zwischen die beiden Stossflächen der aufeinanderzustellenden Stützen eine Platte eingesetzt, die mit den Stossflächen der Stützen verschweisst ist.In a previous arrangement of this type, a plate is inserted between the two abutting surfaces of the supports to be placed on one another, which plate is welded to the abutting surfaces of the supports.

Die Zwischenplatte muss bei diesem bekannten Stützenstoss auf der Baustelle eingeschweisst werden. Der Stoss muss aus diesem Grund oberhalb einer zugehörigen Gebäudedecke angeordnet und kann nicht im Niveau, (d.h. innerhalb der Dicke) der Decke selbst unsichtbar untergebracht werden.The intermediate plate must be welded in at this known column butt on the construction site. For this reason, the joint must be arranged above an associated building ceiling and cannot be invisibly located at the level (i.e. within the thickness) of the ceiling itself.

Der Erfindung liegt die Aufgabe zugrunde, eine besonders in dieser Hinsicht verbesserte Anordnung eines Stützenstosses zu schaffen.The invention has for its object to provide a particularly improved arrangement of a column joint in this regard.

Die Erfindung liegt in einem auf das obere Ende der unteren Stütze aufgesetzten, dieses Ende mindestens teilweise umgebenden Führungsteil, der zugleich eine Führung für das untere Ende der oberen Stütze bildet und innerhalb der Dicke einer zugehörigen Decke angeordnet ist. Dadurch lässt sich erreichen, dass die Teile in einfacher Weise ohne Verschweissung oder Verschraubung aufeinandergesetzt werden können. Dies ist auf der Baustelle besonders willkommen. Der Stützenstoss kann im Niveau (also innerhalb der Dicke) der zugehörigen Decke angeordnet werden. Hierdurch wird ein Ausknicken der aufeinandergesetzten Stützen mit Sicherheit vermieden. Wenn der Deckenbeton eingebracht ist, ist von dem Stützenstoss nichts mehr zu sehen. Die Decke erhält ein besonders gefälliges Aussehen.The invention lies in a guide part which is placed on the upper end of the lower support and at least partially surrounds this end and which at the same time forms a guide for the lower end of the upper support and is arranged within the thickness of an associated ceiling. This means that the parts can be easily placed on top of one another without welding or screwing. This is particularly welcome on the construction site. The column joint can be level (i.e. within the thickness) the associated ceiling. In this way, buckling of the stacked supports is avoided with certainty. When the concrete slab has been installed, nothing of the column joint can be seen. The ceiling gets a particularly pleasing look.

Weitere Merkmale der Erfindung ergeben sich aus der folgenden Beschreibung von Ausführungsbeispielen in Verbindung mit den Ansprüchen und der Zeichnung.

  • Fig. 1 ist zum Vergleich ein Vertikalschnitt durch einen bekannten Stützenstoss.
  • Fig. 2 zeigt eine zugehörige Draufsicht,
  • Fig. 3 einen der Fig. 1 entsprechenden Schnitt durch eine erfindungsgemässe Anordnung,
  • Fig. 4 eine zugehörige Draufsicht,
  • Fig. 5 bis 7 veranschaulichen drei beim Zusammensetzen nacheinander entstehende Positionen der Teile.
  • Fig. 8 und 9 erläutern abgewandelte Ausführungsformen.
Further features of the invention result from the following description of exemplary embodiments in conjunction with the claims and the drawing.
  • Fig. 1 is for comparison a vertical section through a known column joint.
  • 2 shows an associated top view,
  • 3 shows a section corresponding to FIG. 1 through an arrangement according to the invention,
  • 4 is an associated top view;
  • 5 to 7 illustrate three positions of the parts which arise in succession during assembly.
  • 8 and 9 explain modified embodiments.

Zwischen das obere Ende 1 einer unteren, I-Profil aufweisenden Stütze 2 eines nicht dargestellten Gebäudes und das untere Ende 3 einer darauf gesetzten, oberen, ebenfalls I-Profil von gleicher Grösse aufweisenden Stütze 4 ist eine Platte 5 bei 6 eingeschweisst. Die Stützen 2,4 sind mit ihren beiden Stossflächen 31 gegen die Platte 5 abgestützt. Die untere Stütze 2 ist mit einem kragenförmigen, rechteckigen Rahmen 8 unter Verwendung von Trägern 9 verbunden, z.B. in dem Rahmen 8 eingeschweisst. Der Rahmen 8 dient zur Uebertragung der Gewichtskraft und sonstiger Kräfte seitens der benachbarten Betondecke 11.Between the upper end 1 of a lower, I-profile support 2 of a building, not shown, and the lower end 3 of an upper, also I-profile support 4 placed thereon, a plate 5 is welded at 6. The supports 2, 4 are supported with their two abutment surfaces 31 against the plate 5. The lower support 2 is connected to a collar-shaped, rectangular frame 8 using supports 9, e.g. welded into the frame 8. The frame 8 is used to transmit the weight and other forces from the neighboring concrete ceiling 11.

Die Teile werden wie folgt zusammengesetzt. Die Stützen 2,4, der Rahmen 8 und die Platte 5 werden zur Baustelle transportiert. Dort wird die Stütze 2 gegebenenfalls zusammen mit dem bereits an ihr befestigten Rahmen 8 und der Platte 5 aufgestellt. Nach Anbringen einer Verschalung wird die Decke 11 betoniert und die Verschalung anschliessend wieder entfernt. Nunmehr wird die Stütze 4 angeschweisst. Die Schweissstellen 6 müssen oberhalb des Niveaus 32 (der Dicke) der Decke 11 liegen, weil die Schweissung auf der Baustelle erfolgen muss.The parts are assembled as follows. The supports 2,4, the frame 8 and the plate 5 become the construction site transported. There the support 2 is optionally set up together with the frame 8 and the plate 5 already attached to it. After installing a formwork, the ceiling 11 is concreted and then the formwork is removed again. The support 4 is now welded on. The welding points 6 must lie above the level 32 (the thickness) of the ceiling 11 because the welding must take place on the construction site.

Bei der Anordnung nach Fig. 3,4 ist die horizontale, z.B. 40 mm dicke Stahlplatte 5 an zwei mit dem Rahmen 8 verbundenen, relativ langen Führungsblechen 12,13 und an zwei mit diesen verbundenen, quer dazu verlaufenden, verhältnismässig kurzen Führungsblechen 14,15 bei 16 angeschweisst. Die Platte 5 ist beiderseits gefräst, so dass an ihr glatte, exakt parallel verlaufende Flächen 10 entstehen. Der aus den Elementen 5, 12-15 bestehende Führungsteil ist als Ganzes mit 20 bezeichnet. Die Platte 5 ist lose, also ohne Befestigung zwischen den beiden Stossflächen 31 der Stützen 2,4 angeordnet.In the arrangement according to Fig. 3,4 the horizontal, e.g. 40 mm thick steel plate 5 is welded to two relatively long guide plates 12, 13 connected to the frame 8 and to two relatively short guide plates 14, 15 connected to it and running transversely thereto. The plate 5 is milled on both sides, so that smooth, exactly parallel surfaces 10 are formed on it. The guide part consisting of the elements 5, 12-15 is designated as a whole by 20. The plate 5 is arranged loosely, that is to say without fastening, between the two abutment surfaces 31 of the supports 2, 4.

Die Teile werden wie folgt zusammengesetzt. In der Werkstatt wird die Platte 5 nach Bearbeitung ihrer beiden Flächen 10 in die Führungsbleche 12 bis 15 des Rahmens 8 eingeschweisst. Darauf wird das so entstehende, als Ganzes mit 17 bezeichnete Stossaggregat z.B. zusammen mit den beiden aufeinanderzusetzenden Stützen 2,4 auf die Baustelle transportiert. Hier wird die untere Stütze 2 aufgestellt (Fig. 5). Anschliessend wird eine Holzverschalung 18 für die spätere Betondecke 11 angebracht.The parts are assembled as follows. In the workshop, the plate 5 is welded into the guide plates 12 to 15 of the frame 8 after processing its two surfaces 10. The resulting impact unit, designated as a whole as 17, is then transported to the construction site together with the two supports 2,4 to be stacked. Here the lower support 2 is set up (Fig. 5). A wooden cladding 18 is then attached for the concrete slab 11 to be made.

Nunmehr wird das Stossaggregat 17 gemäss Fig. 5, 6 auf das obere Ende 1 der unteren Stütze 2 gelegt. Das Aggregat 17 wird lediglich auf der Verschalung 18 z.B. durch Nägel befestigt; auf der Stütze 2 liegt es lose auf, ohne mit ihr verbunden zu werden. Dabei umgibt die untere Partie 21 der Führungsbleche 12 bis 15 das obere Ende 1 der Stütze 2. Dadurch wird das Stossaggregat 17 auf der Stütze 2 gehalten und geführt (Fig. 6).5, 6 is now placed on the upper end 1 of the lower support 2. The unit 17 is only on the casing 18, for example Attached nails; it rests loosely on the support 2 without being connected to it. The lower part 21 of the guide plates 12 to 15 surrounds the upper end 1 of the support 2. As a result, the impact unit 17 is held and guided on the support 2 (FIG. 6).

Alsdann wird eine obere Holzverschalung 23 angebracht und der Beton für die Decke 11 eingebracht. Nach dem Abbinden des Betons werden die Verschalungen 18, 23 entfernt.Then an upper wooden casing 23 is attached and the concrete for the ceiling 11 is introduced. After the concrete has set, the formwork 18, 23 is removed.

Darauf wird die obere, auf Stütze 2 aufzusetzende Stütze 4 mit ihrem unteren Ende 3-gemäss Fig. 7 von oben in das Stossaggregat 17 eingeführt. Die obere Partie 22 der Führungsbleche 12-15 wirkt dabei als Führung. Schliesslich sitzt die Stütze 4 in der gewünschten, in Fig. 7 gestrichelt angedeuteten Position 4a auf der Stossplatte 5 auf. Diese liegt zwischen den beiden Stossflächen 31.The upper end 4 to be placed on the support 2 is then inserted with its lower end 3 into the impact unit 17 from above, as shown in FIG. 7. The upper part 22 of the guide plates 12-15 acts as a guide. Finally, the support 4 is seated on the push plate 5 in the desired position 4a, which is indicated by dashed lines in FIG. 7. This lies between the two abutment surfaces 31.

Das Aggregat 17 und somit der gesamte Stützenstoss liegen innerhalb des Niveaus 32 der Decke 11. Die Stütze 4 lässt sich ohne weiteres nach dem Betonieren der Decke 11 einsetzen. Von unten wie von oben ist dadurch ein sauberes, gefälliges Aussehen an der Decke bzw. dem Fussboden erzielt.The unit 17 and thus the entire column joint lie within the level 32 of the ceiling 11. The column 4 can be used without further ado after the ceiling 11 has been concreted. From below as from above, this creates a clean, pleasant appearance on the ceiling or floor.

Bei einem abgewandelten Ausführungsbeispiel (Fig. 8) ist der Führungsteil aus einem beide Stützen 2, 4 umgebenden Führungsring 20a gebildet. Die Stossplatte 5 ist lose zwischen die beiden Stützen 2, 4 eingelegt und an dem Führungsrings 20a nicht befestigt. Der Führungsring stützt sich auf an der unteren Stütze 2 angebrachte Knaggen 26 ab. Bei einer anderen Ausführungsform ist die Platte 5 an dem Führungsring 20a befestigt.In a modified exemplary embodiment (FIG. 8), the guide part is formed from a guide ring 20a surrounding both supports 2, 4. The butt plate 5 is loosely inserted between the two supports 2, 4 and is not attached to the guide ring 20a. The guide ring is supported on lugs 26 attached to the lower support 2. In another embodiment, the plate 5 is attached to the guide ring 20a.

Gemäss Fig. 9 kann auch auf eine Stossplatte zwischen den beiden Stützen 2, 4 verzichtet werden, insbesondere wenn die Stützen gleich gestaltetes und gleich grosses Profil haben. Statt Knaggen kann auch ein unterer Stützring 27 an der Stütze 2 angebracht sein (Fig. 9). Bei dem Beispiel nach Fig. 3, 4 kann auch auf die Führungsbleche 14, 15 verzichtet werden.According to FIG. 9, there is also no need for a butt plate between the two supports 2, 4, in particular if the supports have the same profile and the same size. Instead of lugs, a lower support ring 27 can also be attached to the support 2 (FIG. 9). 3, 4, the guide plates 14, 15 can also be dispensed with.

Das Profil der Stützen 2, 4 kann verschieden gestaltet und verschieden gross sein. Es kann z.B. auch kastenförmig oder kreisförmig gestaltet sein. Je nach der Gestalt und Grösse des Profils der beiden Stützen 2, 4 kann auf die Stossplatte 5 verzichtet werden.The profile of the supports 2, 4 can be designed differently and be of different sizes. For example, also be box-shaped or circular. Depending on the shape and size of the profile of the two supports 2, 4, the butt plate 5 can be dispensed with.

Statt einer Platte 5 kann - je nach Gestalt und Grösse der beiderseitigen Stützenprofile - z.B. auch ein ringförmiges, quadratisches oder ähnliche Gestalt aufweisendes, horizontales Stosselement in dem Stossaggregat 17 eingebaut sein. Oberhalb der Stütze 4 können eine oder mehrere, weitere Stützen unter Zwischenlage eines Stossaggregates 17 aufgesetzt sein (mehrstöckiges Gebäude).Instead of a plate 5 - depending on the shape and size of the support profiles on both sides - e.g. an annular, square or similar shape, horizontal impact element can also be installed in the impact unit 17. Above the support 4, one or more additional supports can be placed with the interposition of an impact unit 17 (multi-storey building).

Claims (7)

1. Anordnung eines Stosses von zwei aufeinanderstehenden Stützen (2, 4) eines mindestens zweistöckigen Gebäudes, gekennzeichnet durch einen auf das obere Ende (1) der unteren Stütze (2) aufgesetzten, dieses Ende (1) mindestens teilweise umgebenden Führungsteil (20, 20a), der zugleich eine Führung für das untere Ende (3) der oberen Stütze (4) bildet und innerhalb der Dicke (32) einer zugehörigen Decke (11) angeordnet ist.1. Arrangement of an abutment of two supports (2, 4) standing one on top of the other of an at least two-storey building, characterized by a guide part (20, 20a) which is placed on the upper end (1) of the lower support (2) and at least partially surrounds this end (1) ), which also forms a guide for the lower end (3) of the upper support (4) and is arranged within the thickness (32) of an associated ceiling (11). 2. Anordnung nach Anspruch 1, dadurch gekennzeichnet, dass der Führungsteil (20) ein vorzugsweise horizontales, lose zwischen den beiden Stossflächen (31) der Stützen (2, 4) eingesetztes Glied (5) und je ein, damit verbundenes, das obere Ende (1) der unteren Stütze (2) und das untere Ende (3) der oberen Stütze (4) führendes Führungsorgan (12-15) aufweist.2. Arrangement according to claim 1, characterized in that the guide part (20) a preferably horizontal, loosely between the two abutment surfaces (31) of the supports (2, 4) inserted link (5) and one, connected to it, the upper end (1) of the lower support (2) and the lower end (3) of the upper support (4) guiding guide member (12-15). 3. Anordnung nach Anspruch 1 und 2, dadurch gekennzeichnet, dass das Glied (5) im wesentlichen plattenförmig ausgebildet ist.3. Arrangement according to claim 1 and 2, characterized in that the link (5) is substantially plate-shaped. 4. Anordnung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass der Führungsteil (20) mindestens zwei, an dem Glied (5) angebrachte, die beiden Stützenenden (1, 3) umgebende Bleche (12, 13) enthält.4. Arrangement according to one of the preceding claims, characterized in that the guide part (20) contains at least two, on the link (5) attached, the two support ends (1, 3) surrounding sheets (12, 13). 5. Anordnung nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass der Führungsteil ein die beiden Stützenenden (1, 3) umgreifender Ring (20a) ist, der lose auf mindestens ein, am Umfang der unteren Stütze (2) angebrachtes Tägerelement (26, 27) aufgesetzt ist.5. Arrangement according to one of claims 1 to 3, characterized in that the guide part is a ring (20a) encompassing the two support ends (1, 3) which is loosely attached to at least one carrier element (2) attached to the circumference of the lower support (2). 26, 27) is attached. 6. Anordnung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass der Führungsteil (20) in einem äusseren, in eine den Stützenstoss umgebende Decke (11) einbetonierten Rahmen (8) befestigt ist.6. Arrangement according to one of the preceding claims, characterized in that the guide part (20) is fastened in an outer frame (8) concreted in concrete in a ceiling (11) surrounding the column joint. 7. Anordnung nach den Ansprüchen 4 und 6, dadurch gekennzeichnet, dass sich mindestens zwei der Bleche (12, 13) bis zu dem äusseren Rahmen (8) fortsetzen und an ihm befestigt sind.7. Arrangement according to claims 4 and 6, characterized in that at least two of the sheets (12, 13) continue to the outer frame (8) and are attached to it.
EP81810454A 1981-11-16 1981-11-16 Arrangement of the column connection of a building Ceased EP0079413A1 (en)

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EP81810454A EP0079413A1 (en) 1981-11-16 1981-11-16 Arrangement of the column connection of a building

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0177483A2 (en) * 1984-10-01 1986-04-09 Stefan Herzy Form of execution for the construction of high buildings, in particular for skeleton construction
GB2235221A (en) * 1989-08-21 1991-02-27 Square Grip Ltd Shearhead
FR2743832A1 (en) * 1996-01-24 1997-07-25 Milh Alfred Henri Reinforced concrete posts for building support structure

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3382634A (en) * 1966-01-07 1968-05-14 Montague Betts Company Inc Shear head
FR2457349A1 (en) * 1979-05-21 1980-12-19 Pechiney Aluminium Node fitting for structural frame - is sleeve which slides onto round hollow section column having flange and radial webs for fixing e.g. I beams

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3382634A (en) * 1966-01-07 1968-05-14 Montague Betts Company Inc Shear head
FR2457349A1 (en) * 1979-05-21 1980-12-19 Pechiney Aluminium Node fitting for structural frame - is sleeve which slides onto round hollow section column having flange and radial webs for fixing e.g. I beams

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
CAHIER DU CSTB *
CAHIER DU CSTB, Nr. 1336, Livraison 162, September 1975, Avis nr. 3/75-22, Cométube, Paris, FR. *

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0177483A2 (en) * 1984-10-01 1986-04-09 Stefan Herzy Form of execution for the construction of high buildings, in particular for skeleton construction
EP0177483A3 (en) * 1984-10-01 1988-01-27 Stefan Herzy Form of execution for the construction of high buildings, in particular for skeleton construction
GB2235221A (en) * 1989-08-21 1991-02-27 Square Grip Ltd Shearhead
GB2235221B (en) * 1989-08-21 1993-08-25 Square Grip Ltd Shearhead reinforcement
FR2743832A1 (en) * 1996-01-24 1997-07-25 Milh Alfred Henri Reinforced concrete posts for building support structure

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