DE2120904A1 - Building construction - Google Patents
Building constructionInfo
- Publication number
- DE2120904A1 DE2120904A1 DE19712120904 DE2120904A DE2120904A1 DE 2120904 A1 DE2120904 A1 DE 2120904A1 DE 19712120904 DE19712120904 DE 19712120904 DE 2120904 A DE2120904 A DE 2120904A DE 2120904 A1 DE2120904 A1 DE 2120904A1
- Authority
- DE
- Germany
- Prior art keywords
- profile
- pillars
- construction according
- ribs
- building construction
- 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
- 238000009435 building construction Methods 0.000 title claims description 6
- 238000007373 indentation Methods 0.000 claims description 9
- 238000010276 construction Methods 0.000 claims description 4
- 229910000838 Al alloy Inorganic materials 0.000 description 2
- 229910001092 metal group alloy Inorganic materials 0.000 description 2
- 239000004677 Nylon Substances 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 229910045601 alloy Inorganic materials 0.000 description 1
- 239000000956 alloy Substances 0.000 description 1
- 238000003287 bathing Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 230000008719 thickening Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 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
-
- 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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
-
- 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
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
- E04B2/78—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips
-
- 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
- E04B2001/2409—Hooks, dovetails or other interlocking connections
-
- 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
- E04B2001/2424—Clamping connections other than bolting or riveting
-
- 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
- E04B2001/2433—Connection details of the elongated load-supporting parts using a removable key
-
- 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
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2454—Connections between open and closed 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
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2457—Beam to beam connections
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Rod-Shaped Construction Members (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
- Finishing Walls (AREA)
Description
Marcel Strässle, Rosenberg, 9533 Kirchberg, SchweizMarcel Strässle, Rosenberg, 9533 Kirchberg, Switzerland
BaukonstruktionBuilding construction
Gegenstand vorliegender Erfindung ist eine Baukonstruktion mit aus einem Hohlprofil gebildeten vertikalen Pfeilern und dieselben verbindenden Profilträgern. Zweckmassigerweise sind sowohl die Pfeiler, wie die Träger aus einer Leichtmetallegierung, z.B. einer Aluminiumlegierung gefertigt. Sie finden vorzugsweise Verwendung in Konstruktionen, die aus einzelnen, entsprechend 'dimensionierten, stsndartisierten Elementen rasch aufgebaut und wieder zerlegt werden können.The present invention relates to a building structure with vertical pillars formed from a hollow profile and the same connecting profile beams. Appropriately are Both the pillars and the girders are made of a light metal alloy, e.g. an aluminum alloy. You prefer to find Use in constructions that are quickly built from individual, appropriately 'dimensioned, standardized elements and can be dismantled again.
Die erfindungsgemässe Konstruktion ist dadurch gekennzeichnet, dass die ein mehreckiges, insbesondere vertikales Profil aufweisenden Pfeiler gewellte Seitenflächen aufweisen» die durch im Querschnitt trapezförmige Ein- und Ausbuchtungen gebildet sind, wobei die Ausbuchtungen der Seitenflächen nach ausE-en die angrenzenden Einbuchtungen teilweise überdeckende Vorsprünge aufweisen und an den Ecken des Pfeilers an sich bekannte ncch aussen'ragende, pfeilartige Rippen angeordnet sind und wobei die Pfeiler an mindestens zwei Seitenflächen Ausnehmungen zum Einhängen der Profilträger aufweisen. jThe construction according to the invention is characterized in that that the pillars, which have a polygonal, in particular vertical profile, have corrugated side surfaces » the through in cross-section trapezoidal indentations and bulges are formed, the bulges of the side surfaces partially covering the adjacent indentations towards the outside Have projections and known per se at the corners of the pillar Afterwards, arrow-like ribs protruding from the outside are arranged and wherein the pillars have recesses on at least two side surfaces for hanging the profile carrier. j
In der Zeichnung ist eine beispielsweise Ausführungs-i form der Baukonstruktion dargestellt und zwar zeigt;In the drawing, an example embodiment is shown the form of the building structure shown and that shows;
Fig. 1 das obere Ende eines Pfeilers in perspektivischer Darstellung,1 shows the upper end of a pillar in a perspective view,
209810/1050209810/1050
Fig. 2 einen Querschnitt durch den pfeiler, Fig.. 3 eine perspektivische Ansicht eines Profilträgers mit herausgezogener Einhängeplatte,Fig. 2 shows a cross section through the pillar, Fig. 3 is a perspective view of a profile support with pulled out mounting plate,
Fig. 4 eine entsprechende Darstellung mit eingezogener Einhängeplatte, ■Fig. 4 shows a corresponding representation with the retracted Mounting plate, ■
Fig. 5 einen Vertikalschnitt durch den Profilträger, Fig. 6 - 13 in perspektivischer und schemctischer Darstellung einzelne Stadien einer Baukonstruktion.Fig. 5 is a vertical section through the profile support, 6-13, in perspective and schematic representation, individual stages of a building structure.
Die Ausbildung des in dsr Baukonstruktion zur Verfe Wendung gelangenden Pfeilers ist insbesondere sus den Fig. 1The design of the pillar used in the building structure is particularly shown in FIG. 1
und 2 ersichtlich. Der Pfeiler 1 besteht eus einem mehreckigen, beim dargestellten Ausführungsbeispiel viereckigen Leichtmetellprofil, das z.B. aus einer Legierung von 98,3 - 98,7 /j Al, 0,5 0,7 % Mg, 0,4 - 0,6 % Si, 0,1% f4n und 0,3% Fe besteht. Die vier Seitenstützten des: dargestellten Profiles werden durch je zwei, im Querschnitt trapezförmige Ausbuchtungen 2, 3 und durch eine dazwischenliegende, gleich geformte Einbuchtung 4 gebildet, sodass sie eine gewellte Form aufweisen. Die Seitenflächen jeder Aus- bzw. Einbuchtung 2, 3 und 4 schliessen im Querschnitt (Fig.2) einen Winkel A = 90 ein. Diese Querschnit'tsform ermöglicht es, die bei Temperaturänderungen unvermeidlichen Dehnungen ohne Nachteil für die Baukonstruktion aufzunehmen. Die Ausbuchtungen Ψ , 2, 3 weisen in Richtung der Seitenflächen Varsprünge 5 auf, welche die angrenzenden Einbuchtungen 4 teilweise überdecken. Zwischen aneinsndergrenzenden Ausbuchtungen 2, 3 jeder Seitenwand ver- : bleibt zwischen den Vorsprüngen 5 ein Spalt 6 offen. An den Ecken ! des dsrgestellten Pfeilers 1 sind im Querschnitt pfeilförmigs Rippen 7 vorgesehen. Dieselben bestehen aus Je einem Steg 8 und den rechtwinklig zueinander stehenden Flanschen 9« V/ie ersichtlich liegen auf jeder der vier Seitenflächen die Vorsprühge 5 und die Flanschen 9 in einer Ebene. Die V/andstäxke der Vorsprünge 5 und Flanschen 9 ist im Vergleich zur Visndstärke der Aus- und Einbuchtungen 2, 3 und 4 gering und beträgt weniger als die Hälfte derselben. Durch die die Einbuchtungen 4 teilweise überdeckenden.Vorsprünge 5 werden, verteilt über den Umfsrigand 2 can be seen. The pillar 1 consists of a polygonal, in the illustrated embodiment, a square light metal profile, which is made, for example, from an alloy of 98.3-98.7 / j Al, 0.5 0.7 % Mg, 0.4-0.6 % Si, 0.1% f4n and 0.3% Fe. The four side supports of the profile shown are each formed by two bulges 2, 3, trapezoidal in cross section, and by an indentation 4 of the same shape in between, so that they have a corrugated shape. The side surfaces of each bulge or indentation 2, 3 and 4 enclose an angle A = 90 in cross section (FIG. 2). This cross-sectional shape makes it possible to absorb the unavoidable expansions due to temperature changes without any disadvantage for the building structure. The bulges Ψ, 2, 3 have Varsjünge 5 in the direction of the side surfaces, which partially cover the adjacent indentations 4. Between adjacent bulges 2, 3 of each side wall, a gap 6 remains open between the projections 5. At the corners ! of the pillar 1 provided are arrow-shaped ribs 7 in cross section. They each consist of a web 8 and the flanges 9 standing at right angles to one another. It can be seen that the projections 5 and the flanges 9 lie in one plane on each of the four side surfaces. The V / andstäxke of the projections 5 and flanges 9 is small compared to the visnd strength of the bulges and indentations 2, 3 and 4 and is less than half the same. The projections 5 partially covering the indentations 4 are distributed over the circumference
209810/1050209810/1050
;■ «.- BAD ORtQINAL; ■ «.- BAD LOCATIONQINAL
21203042120304
des Pfeilers, Spelten 6 gebildet, welche in den durch die Einbuchtungen 4 umschlossenen Hohlraum münden. Dasselbe gilt hinsichtlich der Flanschen 9 der Rippen 7. Diese Ausbildung ermöglicht es nachträglich an den Pfeilern träger, Wandplatten und dgl. lösbar anzubringen und nötigenfalls mittels bekannter Klemmvorrichtungen festzuklemmen..of the pillar, Spelten 6 formed, which in the through the indentations 4 open enclosed cavity. The same applies to the flanges 9 of the ribs 7. This training enables it retrofitted to the pillars, wall plates and Like. To be attached detachably and, if necessary, by means of known clamping devices to clamp down ..
Die Pfeiler 1 weisen, z.B. nahe ihrem oberen undThe pillars 1 have, for example, near their upper and
unteren Ende z.Ba. en zwei benachbarten Seitenflächen Ausnehmungen 10 auf, in welche senkrecht zu den Pfeilern verlaufende Profilträger eingehängt werden können. Er. könnten auch alle vier Seitenflächen mit derartigen Ausnehmungen versehen sein.lower end e.g. recesses in two adjacent side surfaces 10, in which profile beams perpendicular to the pillars can be attached. He. could all four Side surfaces be provided with such recesses.
Die Ausbildung der erwähnten Profilträger ist aus den Fig. 3-5 ersichtlich. Sie bestehen zweckmässigerweise aus der oben erwähnten Al-Legierung.. Jeder Profilträger 11 weist einen Steg 12 auf, der an seinen Enden mit Verdickungen 13 versehen ist. Die senkrecht zum Steg 12 angeordneten Flanschen 14 sind an ihren vom Steg abgekehrten Ende rechtwinklig umgebogen. Dadurch entstehen eine untere und eine obere Führung 15 bzw. Iß. für die Einhängeplatten IT. Die Dicke derselben entspricht im wesentlichen der Breite der erwähnten Führungen, jedoch mit einem Spiel, das ein leichtes Ein- und Ausschieben der Platten 17 gewährleistet. An ihren äusseren Kanten sind die Einhängeplatten 17 mit Haken 18 versehen, welche in die oben erwähnten Ausnehmungen 10 der Pfeiler 1 passen. Die Haken weisen auf ihrer der Platte 17 zugekehrten Seite einen bus der Zeichnung nicht ersichtlichen keilartigen Anzug auf. In montiertem Zustand wird die Längsbewegung der Platten 17 inbezug auf den Profilträger dadurch begrenzt, dass nicht dergesteilte, in Löcher 19 eingesetzte Bolzen aus Stahl, Leichtmetallegierung oder Nylon in Schlitze 2ü der Platte 17 eintreten. Auf die beschriebene V/eise wird eine rasche, einfache und sichere Verbindung der Pfeiler mit den Profilträgern gewährleistet. Zusätzliche Sicherunnselemente sind nicht nötig, nber newünschtenfalls können auch zusätzlich an sich bekannte Klemmelemente vorgesehenThe formation of the mentioned profile supports can be seen from FIGS. 3-5. Expediently, they consist of the above-mentioned Al alloy .. Each profile beam 11 has a web 12 which is provided with thickenings 13 at its ends. The flanges 14 arranged perpendicular to the web 12 are bent at right angles at their end facing away from the bridge. This creates a lower and an upper guide 15 and Iß. for the hanging plates IT. The thickness of the same corresponds to essentially the width of the guides mentioned, but with a play that allows the plates 17 to be pushed in and out easily guaranteed. At their outer edges, the suspension plates 17 are provided with hooks 18 which fit into the above-mentioned recesses 10 of the pillars 1 fit. The hooks do not have a bus of the drawing on their side facing the plate 17 apparent wedge-like suit. In the assembled state, the longitudinal movement of the plates 17 with respect to the profile carrier limited by the fact that not stiff, inserted into holes 19 Bolts made of steel, light metal alloy or nylon enter slots 2ü of the plate 17. On the described This means a quick, easy and secure connection of the Guaranteed pillars with the profile girders. Additional Safety elements are not necessary, if necessary can also additionally provided clamping elements known per se
WBrden- 209810/1050 WBrden - 209810/1050
" " *T' BAD ORIGINAL"" * T 'BAD ORIGINAL
1 - 4 - 1 - 4 -
Wie insbesondere aus Fig. 5 ersichtlich, weist der Profilträger.11 auf der Musseren 5ei±e seiner Flanschen 14 Rippen 21 auf, die zum Einhängen von Wandelementen, Zwischenstützen, Fensterelementen, usw. dienen. · As can be seen in particular from FIG. 5, the profile support. 11 has its flanges 14 on the Musseren 5ei ± e Ribs 21, which are used for hanging wall elements, intermediate supports, window elements, etc. ·
" Die schematischen Fig. ß - 8 erläutern den Aufbsu"The schematic Fig. Ss - 8 explain the Aufbsu
einer Baukonstruktion unter Verwendung der beschriebenen Elemente, wobei durch vier Pfeiler .und vier Profilträger der Rahmen eines Bodens gebildet wird. Zur Führung und Halterung von Bodenplatten 22 (Fig. IQ) werden 5ekundärträger23 (Fig. 9) eingesetzt. Auf dem so gebildeten Boden können Gerüste 23 aufgestellt und hierauf k " an den oberen Enden der Pfeiler wiederum Profilträger 11 eingesetzt werden (Fig. 10). Nach erfolgtem Verlegen der Sekundärträger werden auch hier normierte Badenplatten verlegt (Fig. 11), Wie aus Fig. 12 ersichtlich, können hierauf zwischen übereinanderliegenden Trägern 11 Streben 25 eingesetzt und mit den ersteren mittels.bekannter Klemmargane verklemmt werden. Fig.13 zeigt die fertige Baukonstruktion mit eingesetzten Wandelementen. Zwischen den letzteren und den Streben bzw. Trägern und Pfeilern sind bekannte elastische Dichtungen eingesetzt, die ein Eindringen von Wasser und Luft verhindern und die Baukonstruktion isolieren. ·a building structure using the elements described, with four pillars .and four profile girders the frame of a Soil is formed. Secondary supports 23 (FIG. 9) are used to guide and hold base plates 22 (FIG. 1Q). on Scaffolding 23 can be erected on the ground formed in this way and profiled girders 11 are in turn inserted thereupon k ″ at the upper ends of the pillars (Fig. 10). After the secondary beams have been laid standardized bathing panels are also laid here (FIG. 11). As can be seen from FIG Supports 11 struts 25 are used and clamped to the former by means of known clamping members. Fig. 13 shows the finished construction with inserted wall elements. Between the latter and the struts or beams and pillars known elastic seals are used to prevent penetration prevent water and air and insulate the building structure. ·
Durch Verwendung normierter Bauteile lässt sich euf " die beschriebene Weise innert kürzester Frist eine fertige Baukonstruktion errichten.By using standardized components, the described method can be completed within a very short period of time Erect building structure.
20Ö81Q/105020Ö81Q / 1050
Claims (7)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH1242870 | 1970-08-19 | ||
CH1242870A CH531624A (en) | 1970-08-19 | 1970-08-19 | Building construction |
Publications (3)
Publication Number | Publication Date |
---|---|
DE2120904A1 true DE2120904A1 (en) | 1972-03-02 |
DE2120904B2 DE2120904B2 (en) | 1977-05-26 |
DE2120904C3 DE2120904C3 (en) | 1978-01-12 |
Family
ID=
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2724831A1 (en) * | 1977-06-02 | 1978-12-07 | Damin Mineralien | Transportable coal treatment assembly skeleton support structure - comprises individual uprights and girders with detachable connectors, forming cells |
US4261144A (en) * | 1979-07-05 | 1981-04-14 | Rhw, Inc. | Vertical corner post for screened-in room structure |
DE3537306A1 (en) * | 1985-10-19 | 1987-04-23 | Thomas Dipl Ing Sewing | Mobile structure in the form of a house |
DE3626760A1 (en) * | 1986-08-07 | 1988-02-11 | Bert Engelhorn | Load-bearing structure for plastic-roofed buildings, in particular greenhouses, and profiles as constituent parts thereof |
DE3830675A1 (en) * | 1988-09-09 | 1990-04-26 | Brunet Stephan Dipl Ing | Building |
EP3067478A1 (en) * | 2015-03-11 | 2016-09-14 | Hartmut Sorg | Construction kit for creating short term mobile structures, and supporting profile for creating short term mobile structures |
CN112983942A (en) * | 2021-02-04 | 2021-06-18 | 广东信家家居集团有限公司 | Angle expansion connection structure |
CN113550446A (en) * | 2021-07-17 | 2021-10-26 | 南京明辉建设有限公司 | Splicing structure for assisting quick hoisting of high-rise steel beam |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2724831A1 (en) * | 1977-06-02 | 1978-12-07 | Damin Mineralien | Transportable coal treatment assembly skeleton support structure - comprises individual uprights and girders with detachable connectors, forming cells |
US4261144A (en) * | 1979-07-05 | 1981-04-14 | Rhw, Inc. | Vertical corner post for screened-in room structure |
DE3537306A1 (en) * | 1985-10-19 | 1987-04-23 | Thomas Dipl Ing Sewing | Mobile structure in the form of a house |
DE3626760A1 (en) * | 1986-08-07 | 1988-02-11 | Bert Engelhorn | Load-bearing structure for plastic-roofed buildings, in particular greenhouses, and profiles as constituent parts thereof |
DE3830675A1 (en) * | 1988-09-09 | 1990-04-26 | Brunet Stephan Dipl Ing | Building |
EP3067478A1 (en) * | 2015-03-11 | 2016-09-14 | Hartmut Sorg | Construction kit for creating short term mobile structures, and supporting profile for creating short term mobile structures |
CN112983942A (en) * | 2021-02-04 | 2021-06-18 | 广东信家家居集团有限公司 | Angle expansion connection structure |
CN113550446A (en) * | 2021-07-17 | 2021-10-26 | 南京明辉建设有限公司 | Splicing structure for assisting quick hoisting of high-rise steel beam |
CN113550446B (en) * | 2021-07-17 | 2022-04-05 | 南京明辉建设有限公司 | Splicing structure for assisting quick hoisting of high-rise steel beam |
Also Published As
Publication number | Publication date |
---|---|
AT316815B (en) | 1974-07-25 |
NO129810B (en) | 1974-05-27 |
YU213871A (en) | 1979-10-31 |
ZA715323B (en) | 1972-04-26 |
GB1339482A (en) | 1973-12-05 |
CH531624A (en) | 1972-12-15 |
US3715849A (en) | 1973-02-13 |
BR7105340D0 (en) | 1973-04-26 |
DK135858B (en) | 1977-07-04 |
SE387149B (en) | 1976-08-30 |
ES203617U (en) | 1976-02-01 |
LU63466A1 (en) | 1971-11-12 |
IL37497A (en) | 1974-03-14 |
AU3226771A (en) | 1973-02-15 |
DK135858C (en) | 1977-12-05 |
FR2102350B1 (en) | 1974-05-31 |
FR2102350A1 (en) | 1972-04-07 |
NL7111375A (en) | 1972-02-22 |
BE771443A (en) | 1971-12-31 |
JPS5035730B1 (en) | 1975-11-18 |
DE2166879A1 (en) | 1976-07-22 |
CA957818A (en) | 1974-11-19 |
DE2120904B2 (en) | 1977-05-26 |
YU34924B (en) | 1980-04-30 |
CS161911B2 (en) | 1975-06-10 |
IL37497A0 (en) | 1971-11-29 |
DE2166879B2 (en) | 1978-06-15 |
AU459151B2 (en) | 1975-03-20 |
ES203617Y (en) | 1976-05-16 |
DE2166879C3 (en) | 1979-02-15 |
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