EP2589718A2 - Method and system for achieving a static load bearing for a building structure - Google Patents

Method and system for achieving a static load bearing for a building structure Download PDF

Info

Publication number
EP2589718A2
EP2589718A2 EP12187085.1A EP12187085A EP2589718A2 EP 2589718 A2 EP2589718 A2 EP 2589718A2 EP 12187085 A EP12187085 A EP 12187085A EP 2589718 A2 EP2589718 A2 EP 2589718A2
Authority
EP
European Patent Office
Prior art keywords
bearing
building structure
loop
bearings
static load
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.)
Withdrawn
Application number
EP12187085.1A
Other languages
German (de)
French (fr)
Other versions
EP2589718A3 (en
Inventor
Holger Rupprecht
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP2589718A2 publication Critical patent/EP2589718A2/en
Publication of EP2589718A3 publication Critical patent/EP2589718A3/en
Withdrawn legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction 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
    • E04B1/34—Extraordinary structures, e.g. with suspended or cantilever parts supported by masts or tower-like structures enclosing elevators or stairs; Features relating to the elastic stability
    • 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
    • E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E04B2001/3583—Extraordinary methods of construction, e.g. lift-slab, jack-block using permanent tensioning means, e.g. cables or rods, to assemble or rigidify structures (not pre- or poststressing concrete), e.g. by tying them around the structure

Definitions

  • the present invention relates to a method and a system for achieving a static load-bearing capacity for a building structure.
  • the present invention is therefore based on the object of specifying a method and a system for achieving a static load-bearing capacity for a building structure, with which a simple assembly with simultaneous storage of only a few components to be installed can be achieved.
  • the building structures can be hung on the support structure, with this suspension executable with very few and easy-to-use parts.
  • Different heights of the suspension cause no problems, because the band-like material, especially a steel band or heavy duty belt, always in the just required length - usually on site - can be cut and can be placed as a loop around the two camps. The ends of the loop must be inserted in the band tensioner and then stretched at least on one side until the desired load capacity value is reached.
  • the first and / or the second bearing in a advantageous configuration be shaped like a knob.
  • a certain rounding of the support is desirable in order to not be able to guide the belt-like material, for example the steel strip, with too narrow radii around the support.
  • the first and / or the second bearing can be screwed into a wooden element of the support structure or the building structure. This can be both bearings or at least one of the two bearings also screw in place in the respective wooden element.
  • FIG. 1 shows a schematic representation of a system 2 to achieve a static load capacity for a building structure, which is designed here as concrete ceiling 4.
  • the system here comprises a support beam 6, which is attached to rafters 8 of a roof truss not shown here.
  • the concrete ceiling 4 rests on visible ceiling beams 10 of an otherwise not shown ceiling.
  • the ceiling joists 10 and resting thereon concrete ceiling 4 are stored according to the static requirements, the suspension of these elements is very often chosen on the overlying roof truss.
  • Second knob-shaped bearings 14 have been screwed into the ceiling joists 10.
  • each steel band loop 16 each a steel band tensioner 18 is provided in which the two ends 20, 22 (see Fig. 2 ) of the steel belt loop 16 are brought together, wherein the steel belt loop 16 is tensioned by means of the steel belt tensioner 18 to a predetermined load capacity value.
  • FIG. 2 shows this for the in FIG. 1 dashed section in an enlarged view, which illustrates the steel band tensioner 18 in a schematic manner and on the other hand, the execution of the bearings 12, 14 shows an example.
  • the sectional view along the line AA shows as well as the molded knob 24 with inlaid steel band 16th
  • the suspension also serves composite structures, which are usually due to the Betonverguss construction time by means of props (spanking) to use where it is not possible to mount the supports from below (because, for example, stucco exists on the lower ceiling or the inhabited in a loft conversion subjacent flats or because all underlying load-bearing components are static too soft).
  • bearings are therefore so advantageous because then subsequently by the minimally invasive removal, for example, designed as anchor anchors bearings no large-scale subsequent potting the bottom-side mounting solution is necessary by means of grout.
  • heavy-duty straps or solid steel wire could optionally be used.
  • the suspension can also be achieved by means of threaded rods and turnbuckles.
  • a support and heavy load carrier preferably made of aluminum, may be provided, the one another - as a framework - can also be stiffened (to avoid tilting under load).
  • a sleeve can be provided via attachment point on the beam.
  • the foot point of the load transfer can be placed over the later concrete mirror. The foot can also be sheathed to allow for easy dismantling.
  • a further advantageous embodiment results when provided in the wall pot holes to obtain a rigid support for the belt.

Landscapes

  • Architecture (AREA)
  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Mechanical Engineering (AREA)
  • Electrochemistry (AREA)
  • Chemical & Material Sciences (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The method involves attaching bearings (12,14) to a supporting structure (6) and a building structure (4) respectively. The bearings are wrapped with a loop (16) of steel strip. The ends (20,22) of the steel strip loop are brought together in a steel strip clamp (18). The steel strip loop is clamped by steel strip clamp to a predetermined load value. An independent claim is included for system for achieving static load bearing for building structure.

Description

Die vorliegende Erfindung bezieht sich auf ein Verfahren und ein System zur Erzielung einer statischen Tragfähigkeit für eine Gebäudestruktur.The present invention relates to a method and a system for achieving a static load-bearing capacity for a building structure.

Bei der Konstruktion und/oder Renovierung von Gebäuden besteht sehr häufig der Bedarf, tragende Teile der Gebäudestruktur, wie Decken und Böden zur Erzielung einer statischen Tragfähigkeit an jeweils über dem zu tragenden Teil befindlichen Tragstrukturen, wie z.B. die Dachsparren eines Dachstocks, aufzuhängen. Hierzu ist es bekannt an der Tragstruktur und an dem zu tragenden Teil jeweils ein Lager anbringen, die dann mit jeweils einer Gewindestange verbunden werden. Zur Erzielung der gewünschten Tragstruktur wird die Gewindestange dann in entsprechende Gewinde eingedreht und somit zum Aufbau der Tragleistung "verkürzt". Diese Lösung bietet eine hinreichende Tragfähigkeit und ist auch in der Montage vergleichweise ausführbar. Nachteilig ist es jedoch, dass im Besonderen bei dachförmigen Tragstrukturen sehr viele Gewindestangen unterschiedlicher Länge bevorratet und eingesetzt werden müssen.In the design and / or renovation of buildings, there is often a need to have load-bearing parts of the building structure, such as ceilings and floors, to provide structural support to support structures above the support member, e.g. the rafters of a roof truss, hang up. For this purpose, it is known on the support structure and attach to the part to be supported in each case a bearing, which are then connected to a respective threaded rod. To achieve the desired support structure, the threaded rod is then screwed into corresponding thread and thus "shortened" to build up the load capacity. This solution offers sufficient load-bearing capacity and is also comparatively executable in assembly. The disadvantage, however, is that in particular in roof-shaped supporting structures very many threaded rods of different lengths have to be stored and used.

Der vorliegenden Erfindung liegt daher die Aufgabe zugrunde, ein Verfahren und ein System zur Erzielung einer statischen Tragfähigkeit für eine Gebäudestruktur anzugeben, mit denen eine einfache Montage bei gleichzeitiger Bevorratung von nur wenigen zu verbauenden Komponenten erzielt werden kann.The present invention is therefore based on the object of specifying a method and a system for achieving a static load-bearing capacity for a building structure, with which a simple assembly with simultaneous storage of only a few components to be installed can be achieved.

Diese Aufgabe wird bezüglich des Verfahrens erfindungsgemäss durch ein Verfahren zur Erzielung einer statischen Tragfähigkeit für eine Gebäudestruktur, wie z.B. eine Decke, einen Boden, ein Holz/Betonverbundelement, gelöst, umfassend die folgenden Schritte:

  1. a) Anbringen eines ersten Lagers (12) an einer Tragstruktur (6);
  2. b) Anbringen eines zweiten Lagers (14) an der Gebäudestruktur (4) ;
  3. c) Umschlingen des ersten und zweiten Lagers (12, 14) mit einer Schleife (16) aus bandartigem Material;
  4. d) Zusammenführen des beiden Enden (20, 22) der Schleife (16) des bandartigen Materials in einem Bandspanner (18); und
  5. e) Spannen der Schleife (16) mittels des Bandspanners (18) bis zu einem vorbestimmte Tragfähigkeitswert.
This object is achieved with respect to the method according to the invention by a method for achieving a static load-bearing capacity for a building structure, such as a ceiling, a floor, a wood / concrete composite element, comprising the following steps:
  1. a) attaching a first bearing (12) to a support structure (6);
  2. b) attaching a second bearing (14) to the building structure (4);
  3. c) looping the first and second bearings (12, 14) with a loop (16) of ribbon-like material;
  4. d) merging the two ends (20, 22) of the loop (16) of the tape-like material in a belt tensioner (18); and
  5. e) tensioning the loop (16) by means of the belt tensioner (18) up to a predetermined load capacity value.

Bezüglich des Systems wird diese Aufgabe erfindungsgemäss durch ein System zur Erzielung einer statischen Tragfähigkeit für eine Gebäudestruktur, wie z.B. eine Decke, eine Boden, ein Holz/Betonverbundelement, umfassend:

  1. a) ein erstes Lager an einer Tragstruktur;
  2. b) ein zweites Lager an der Gebäudestruktur;
  3. c) eine das erste und zweite Lager umschlingende Schleife aus bandartigem Material;
  4. d) einen Bandspanner, in dem die beiden Enden der Schleife zusammenführbar sind, wobei die Schleife mittels des Bandspanners bis zu einem vorbestimmte Tragfähigkeitswert spannbar ist.
With regard to the system, this object is achieved according to the invention by a system for achieving a static load-bearing capacity for a building structure, such as a ceiling, a floor, a wood / concrete composite element, comprising:
  1. a) a first bearing on a support structure;
  2. b) a second warehouse on the building structure;
  3. c) a ribbon of band-like material wrapping around the first and second bearings;
  4. d) a belt tensioner, in which the two ends of the loop can be brought together, wherein the loop can be tensioned by means of the belt tensioner to a predetermined load capacity value.

Auf diese Weise können die Gebäudestrukturen an der Tragstruktur aufgehängt werden, wobei diese Aufhängung mit sehr wenigen und einfach zu handhabenden Teilen ausführbar. Unterschiedliche Höhen der Aufhängung verursachen keinerlei Probleme, weil das bandartige Material, insbesondere ein Stahlband oder Schwerlastspanngurt, immer in der gerade benötigten Länge - in der Regel vor Ort - zuschneidbar ist und als Schlaufe um die beiden Lager gelegt werden kann. Dabei müssen die Enden der Schlaufe in dem Bandspanner eingeführt werden und zumindest an einer Seite dann gespannt werden, bis der gewünschte Tragfähigkeitswert erreicht ist.In this way, the building structures can be hung on the support structure, with this suspension executable with very few and easy-to-use parts. Different heights of the suspension cause no problems, because the band-like material, especially a steel band or heavy duty belt, always in the just required length - usually on site - can be cut and can be placed as a loop around the two camps. The ends of the loop must be inserted in the band tensioner and then stretched at least on one side until the desired load capacity value is reached.

Um das Auflegen des bandartigen Materials sicher gegen das Abrutschen des bandartigen Materials vom Lager herbeiführen zu können, können das erste und/oder das zweite Lager in einer vorteilhaften Ausgestaltung knaufartig geformt sein. Eine gewisse Rundung des Auflagers ist dabei wünschenswert um das bandartige Material, z.B. das Stahlband, nicht mit zu engen Radien um das Auflager führen zu können.In order to bring about the laying of the strip-like material safely against the slipping of the strip-like material from the camp, the first and / or the second bearing in a advantageous configuration be shaped like a knob. A certain rounding of the support is desirable in order to not be able to guide the belt-like material, for example the steel strip, with too narrow radii around the support.

In einer zweckmässigen Ausgestaltung der vorliegenden Erfindung können das erste und/oder das zweite Lager in ein Holzelement der Tragstruktur bzw. der Gebäudestruktur eingeschraubt sein. Damit lassen sich beiden Lager oder aber zumindest eines der beiden Lager ebenfalls vor Ort in das jeweilige Holzelement einschrauben.In an expedient embodiment of the present invention, the first and / or the second bearing can be screwed into a wooden element of the support structure or the building structure. This can be both bearings or at least one of the two bearings also screw in place in the respective wooden element.

Weiter vorteilhafte Ausgestaltungen der Erfindung sind den übrigen Unteransprüchen zu entnehmen.Further advantageous embodiments of the invention can be found in the remaining subclaims.

Bevorzugte Ausführungsbeispiele der vorliegenden Erfindung werden dabei anhand einer Zeichnung näher erläutert. Dabei zeigen:

Figur 1
eine schematische Ansicht einer mit Stahlbändern an Dachbalken aufgehängten Betondecke; und
Figur 2
in schematischer Darstellung eine vergrösserte Darstellung des in Figur 1 eingestrichelten Bereichs.
Preferred embodiments of the present invention will be explained in more detail with reference to a drawing. Showing:
FIG. 1
a schematic view of a hung with steel strips to roof beams concrete ceiling; and
FIG. 2
in a schematic representation an enlarged view of the in FIG. 1 dashed area.

Figur 1 zeigt in schematischer Darstellung ein System 2 zur Erzielung einer statischen Tragfähigkeit für eine Gebäudestruktur, die vorliegend als Betondecke 4 ausgestaltet ist. Dabei umfasst das System hier vorliegend einen Tragbalken 6, der an Dachsparren 8 eines hier nicht weiter dargestellten Dachstuhls befestigt ist. Die Betondecke 4 ruht auf sichtbaren Deckenbalken 10 einer ansonsten nicht weiter dargestellten Zimmerdecke. Damit die Deckenbalken 10 und die darauf ruhende Betondecke 4 den statischen Anforderungen entsprechend gelagert sind, wird sehr häufig die Aufhängung dieser Elemente an dem darüberliegenden Dachstuhl gewählt. Zu diesem Zweck sind erste knaufartig geformte Lager 12 mit dem Tragbalken 8 verschraubt worden. Zweite knaufartig geformte Lager 14 sind in die Deckenbalken 10 geschraubt worden. Die beiden Lager sind nun paarweise (12, 14) von einer Schleife aus Stahlband 16 umschlungen. Weiter ist je Stahlbandschleife 16 je einen Stahlbandspanner 18 vorgesehen, in dem die beiden Enden 20, 22 (siehe Fig. 2) der Stahlbandschleife 16 zusammengeführt sind, wobei die Stahlbandschleife 16 mittels des Stahlbandspanners 18 bis zu einem vorbestimmte Tragfähigkeitswert gespannt ist. Figur 2 zeigt dies für den in Figur 1 eingestrichelten Ausschnitt in einer vergrösserten Darstellung, die zum den Stahlbandspanner 18 in schematischer Weise darstellt und zum anderen die Ausführung der Lager 12, 14 beispielhaft aufzeigt. Das Schnittbild entlang der Linie A-A zeigt denn auch den ausgeformten Knauf 24 mit einliegendem Stahlband 16. FIG. 1 shows a schematic representation of a system 2 to achieve a static load capacity for a building structure, which is designed here as concrete ceiling 4. In this case, the system here comprises a support beam 6, which is attached to rafters 8 of a roof truss not shown here. The concrete ceiling 4 rests on visible ceiling beams 10 of an otherwise not shown ceiling. Thus, the ceiling joists 10 and resting thereon concrete ceiling 4 are stored according to the static requirements, the suspension of these elements is very often chosen on the overlying roof truss. For this purpose, first knob-shaped bearing 12 with the support beam. 8 screwed. Second knob-shaped bearings 14 have been screwed into the ceiling joists 10. The two bearings are now in pairs (12, 14) looped by a loop of steel strip 16. Next each steel band loop 16 each a steel band tensioner 18 is provided in which the two ends 20, 22 (see Fig. 2 ) of the steel belt loop 16 are brought together, wherein the steel belt loop 16 is tensioned by means of the steel belt tensioner 18 to a predetermined load capacity value. FIG. 2 shows this for the in FIG. 1 dashed section in an enlarged view, which illustrates the steel band tensioner 18 in a schematic manner and on the other hand, the execution of the bearings 12, 14 shows an example. The sectional view along the line AA shows as well as the molded knob 24 with inlaid steel band 16th

Auf diese Weise lässt sich mit der Wahl eines geeigneten Stahlbandes 16 eine Aufhängung im Rahmen der vorgegebenen statischen Anforderungen erzielen. Auf diese Weise können auch sehr grosse Fläche mit unterschiedlichen Spannhöhen in relativ kurzer Zeit und ohne den Einsatz grösserer Resourcen vergleichsweise einfach und zuverlässig zielführend aufgehängt werden.In this way can be achieved with the choice of a suitable steel strip 16, a suspension within the given static requirements. In this way, even very large area with different clamping heights in a relatively short time and without the use of larger resources can be suspended comparatively simple and reliable targeted.

Grundsätzlich dient die also Abhängung auch dazu, Verbundstrukturen, die im Regelfall durch den Betonverguss bauzeitlich mittels Baustützen zu unterstellen (abzusprießen sind), dort einzusetzen, wo es nicht möglich ist, von unten die Stützen anzubringen (weil beispielsweise Stuck an der Unterdecke existiert oder die bei einem Dachgeschossausbau darunterliegenden Wohnungen bewohnt sind oder weil alle darunter liegenden lastabtragenden Bauteile statisch zu weich sind) .In principle, therefore, the suspension also serves composite structures, which are usually due to the Betonverguss construction time by means of props (spanking) to use where it is not possible to mount the supports from below (because, for example, stucco exists on the lower ceiling or the inhabited in a loft conversion subjacent flats or because all underlying load-bearing components are static too soft).

Die Wahl der Lager ist deshalb so vorteilhaft, weil dann nachträglich durch die minimal-invasive Entfernung z.B von als Rüstankern ausgestalteten Lagern kein großflächiges nachträgliches Vergießen der bodenseitigen Befestigungslösung mittels Vergussmörtel notwendig ist. Alternativ zu Stahlbändern könnten optional auch Schwerlastspanngurte oder massiver Rödeldraht zum Einsatz kommen. Alternativ kann die Abhängung auch mittels Gewindestangen und Spannschlössern erzielt sein. Weiter können als Auflager auch Schwerlastträger, vorzugsweise aus Aluminium, vorgesehen sein, die gegenseitig - wie ein Fachwerk - auch ausgesteift werden können (um ein Kippen unter Last zu vermeiden). Um einen späteren Rückbau der tragenden Hilfsstrukturen zu ermöglichen, kann eine Hülse über Befestigungspunkt am Balken vorgesehen sein. Weiter kann auch der Fusspunkt der Lastabtragung über den späteren Betonspiegel gestellt werden. Der Fusspunkt kann ebenso ummantelt sein, um einen einfachen Rückbau zu ermöglichen. Eine weitere vorteilhafte Ausgestaltung ergibt sich, wenn in der Wand Topflöcher vorgesehen, um ein steifes Auflager für den Gurt zu erhalten.The choice of bearings is therefore so advantageous because then subsequently by the minimally invasive removal, for example, designed as anchor anchors bearings no large-scale subsequent potting the bottom-side mounting solution is necessary by means of grout. As an alternative to steel strapping, heavy-duty straps or solid steel wire could optionally be used. Alternatively, the suspension can also be achieved by means of threaded rods and turnbuckles. Further, as a support and heavy load carrier, preferably made of aluminum, may be provided, the one another - as a framework - can also be stiffened (to avoid tilting under load). In order to enable a later dismantling of the supporting auxiliary structures, a sleeve can be provided via attachment point on the beam. Furthermore, the foot point of the load transfer can be placed over the later concrete mirror. The foot can also be sheathed to allow for easy dismantling. A further advantageous embodiment results when provided in the wall pot holes to obtain a rigid support for the belt.

Claims (6)

Verfahren zur Erzielung einer statischen Tragfähigkeit für eine Gebäudestruktur (4), wie z.B. eine Decke, einen Boden, ein Holz/Betonverbundelement, umfassend die folgenden Schritte: a) Anbringen eines ersten Lagers (12) an einer Tragstruktur (6); b) Anbringen eines zweiten Lagers (14) an der Gebäudestruktur (4) ; c) Umschlingen des ersten und zweiten Lagers (12, 14) mit einer Schleife (16) aus bandartigem Material; d) Zusammenführen des beiden Enden (20, 22) der Schleife (16) des bandartigen Materials in einem Bandspanner (18); und e) Spannen der Schleife (16) mittels des Bandspanners (18) bis zu einem vorbestimmte Tragfähigkeitswert. A method of providing a static load-bearing capacity for a building structure (4), such as a ceiling, a floor, a wood / concrete composite element, comprising the following steps: a) attaching a first bearing (12) to a support structure (6); b) attaching a second bearing (14) to the building structure (4); c) looping the first and second bearings (12, 14) with a loop (16) of ribbon-like material; d) merging the two ends (20, 22) of the loop (16) of the tape-like material in a belt tensioner (18); and e) tensioning the loop (16) by means of the belt tensioner (18) up to a predetermined load capacity value. Verfahren nach Anspruch 1,
dadurch gekennzeichnet, dass
das erste und/oder das zweite Lager (12, 14) knaufartig geformt sind.Method according to claim 1,
characterized in that
the first and / or the second bearing (12, 14) are formed like a knob. Verfahren nach Anspruch 1 oder 2,
dadurch gekennzeichnet, dass
das erste und/oder das zweite Lager (12, 14) in ein Holzelement (6) der Tragstruktur (6) bzw. der Gebäudestruktur (10) eingeschraubt sind.Method according to claim 1 or 2,
characterized in that
the first and / or the second bearing (12, 14) in a wooden element (6) of the support structure (6) or the building structure (10) are screwed. System zur Erzielung einer statischen Tragfähigkeit für eine Gebäudestruktur (4), wie z.B. eine Decke, eine Boden, ein Holz/Betonverbundelement, umfassend: a) ein erstes Lager (12) an einer Tragstruktur (6); b) ein zweites Lager (14) an der Gebäudestruktur (4); c) eine das erste und zweite Lager (12, 14) umschlingende Schleife (16) aus bandartigem Material; d) einen Bandspanner (18), in dem die beiden Enden (20, 22) der Schleife (16) zusammenführbar sind, wobei die Schleife (16) mittels des Bandspanners (18) bis zu einem vorbestimmte Tragfähigkeitswert spannbar ist. System for providing static load-bearing capacity for a building structure (4), such as a ceiling, a floor, a wood / concrete composite element, comprising: a) a first bearing (12) on a support structure (6); b) a second bearing (14) on the building structure (4); c) a ribbon (16) of band-like material wrapping around the first and second bearings (12, 14); d) a band tensioner (18) in which the two ends (20, 22) of the loop (16) are merge, wherein the loop (16) by means of the belt tensioner (18) can be tensioned up to a predetermined load capacity value. System nach Anspruch 4,
dadurch gekennzeichnet, dass
das erste und/oder das zweite Lager (12, 14) knaufartig geformt sind.System according to claim 4,
characterized in that
the first and / or the second bearing (12, 14) are formed like a knob. System nach Anspruch 4 oder 5,
dadurch gekennzeichnet, dass
das erste und/oder das zweite Lager (12, 14) in ein Holzelement (6) der Tragstruktur (6) bzw. der Gebäudestruktur (10) eingeschraubt sind.System according to claim 4 or 5,
characterized in that
the first and / or the second bearing (12, 14) in a wooden element (6) of the support structure (6) or the building structure (10) are screwed.
EP12187085.1A 2011-11-03 2012-10-03 Method and system for achieving a static load bearing for a building structure Withdrawn EP2589718A3 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE201110117514 DE102011117514A1 (en) 2011-11-03 2011-11-03 Method and system for achieving a static load-bearing capacity for a building structure

Publications (2)

Publication Number Publication Date
EP2589718A2 true EP2589718A2 (en) 2013-05-08
EP2589718A3 EP2589718A3 (en) 2014-08-13

Family

ID=47080222

Family Applications (1)

Application Number Title Priority Date Filing Date
EP12187085.1A Withdrawn EP2589718A3 (en) 2011-11-03 2012-10-03 Method and system for achieving a static load bearing for a building structure

Country Status (2)

Country Link
EP (1) EP2589718A3 (en)
DE (1) DE102011117514A1 (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1096792A (en) 1912-11-12 1914-05-12 Gurdon Saltonstall Mumford Method of making concrete walls.
US3275719A (en) 1963-08-07 1966-09-27 Brian H Dudson Method of building in situ construction using sequential molding techniques
JP2004270309A (en) 2003-03-10 2004-09-30 Takuji Kato Anti-seismic device for wooden building

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1096792A (en) 1912-11-12 1914-05-12 Gurdon Saltonstall Mumford Method of making concrete walls.
US3275719A (en) 1963-08-07 1966-09-27 Brian H Dudson Method of building in situ construction using sequential molding techniques
JP2004270309A (en) 2003-03-10 2004-09-30 Takuji Kato Anti-seismic device for wooden building

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
FRIEDRICH: "Friedrich Verbundsysteme", PROSPEKTE, 2011, pages 1 - 24, XP055502529

Also Published As

Publication number Publication date
EP2589718A3 (en) 2014-08-13
DE102011117514A1 (en) 2013-05-08

Similar Documents

Publication Publication Date Title
US6779630B2 (en) Rebar stanchion horizontal lifeline fall arrest system
EP3679206B1 (en) Anti-fall safeguard with supporting base
EP1786990A1 (en) Steel-concrete hollow bodied slab or ceiling
EP2792804A1 (en) Anchoring device for a concrete ceiling, concrete ceiling and installation method
WO2019069246A9 (en) Hammock safety system
EP2823860B1 (en) Safety system for persons
EP3190244A1 (en) Threaded sleeve for anchoring of building elements in concrete and a spacing tube
EP1959068B1 (en) Device for renovating flat roofs
AT390108B (en) PROTECTIVE DEVICE FOR METAL SCALES
EP2589718A2 (en) Method and system for achieving a static load bearing for a building structure
DE202009004804U1 (en) formwork system
KR101522608B1 (en) Structure reinforcing method using prestress distribution apparatus and tendon
KR20150048993A (en) Device for preventing buoyance in hollow concrete slab
JP2015048634A (en) Apparatus and method for forming intermediate working floor
JP6501440B1 (en) Mounting method of fall prevention net structure, fall prevention net structure, and fixing bracket provided for fall prevention net structure
EP3754134A1 (en) Tensioning device for corner formwork
EP3546666A1 (en) Wood concrete compound construction set
EP0144784A2 (en) External cladding tiles anchoring and method of anchoring external cladding tiles
DE102015101788B4 (en) Security system for building construction and its use
AT516741B1 (en) Device for clamping a tensioning cable to guide a shading device
DE1809291A1 (en) Device for the assembly and anchoring of storey-high wall elements made of concrete or lightweight concrete as well as a method for the production of these wall elements
DE102011005458A1 (en) Scaffold mounting kit for fixing scaffold on building wall, has brick work for anchoring in structure wall and rigid elongate arm, where elongated arm is fixed at brick work
DE1116378B (en) Console frame
DE202005010755U1 (en) Device for anchoring support device for concrete shuttering has anchor part fixed on stirrup-shaped element dimensioned so that in installed position it lies with large surface area over upper reinforcement layer
KR102317148B1 (en) Apparatus for fixing scaffold

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

RIC1 Information provided on ipc code assigned before grant

Ipc: E04B 1/34 20060101ALI20140708BHEP

Ipc: E04G 23/02 20060101ALI20140708BHEP

Ipc: E04B 1/35 20060101AFI20140708BHEP

17P Request for examination filed

Effective date: 20150213

RBV Designated contracting states (corrected)

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

17Q First examination report despatched

Effective date: 20160218

TPAC Observations filed by third parties

Free format text: ORIGINAL CODE: EPIDOSNTIPA

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION HAS BEEN WITHDRAWN

18W Application withdrawn

Effective date: 20190207