EP0757741B1 - Circular staircase - Google Patents

Circular staircase Download PDF

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Publication number
EP0757741B1
EP0757741B1 EP95915795A EP95915795A EP0757741B1 EP 0757741 B1 EP0757741 B1 EP 0757741B1 EP 95915795 A EP95915795 A EP 95915795A EP 95915795 A EP95915795 A EP 95915795A EP 0757741 B1 EP0757741 B1 EP 0757741B1
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EP
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Prior art keywords
spiral staircase
sleeve
staircase according
steps
reinforcing element
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EP95915795A
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German (de)
French (fr)
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EP0757741A1 (en
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Walter Wachenfeld
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
    • E04F11/02—Stairways; Layouts thereof
    • E04F11/022—Stairways; Layouts thereof characterised by the supporting structure
    • E04F11/032—Spiral stairways supported by a central column

Definitions

  • Spiral staircases of various types are known.
  • a spiral staircase is known from US-A-1,446,454, in which the stone steps lie on steel tubs or steel brackets and the steel tubs or steel brackets are connected to the spindle.
  • the manufacture of such a spiral staircase with steel tubs or steel brackets is expensive because a separate manufacture of steel tubs and brackets is required.
  • the same also applies to spiral staircases with a steel stringer on the outer radius and often also on the inner radius of the spiral staircases, the steel trays being welded to the inside and outside of the steel strings. These constructions require a large amount of space and are also correspondingly expensive due to complex welding work.
  • Such spiral staircases also always appear extremely bulky.
  • a staircase is known from FR-A-23 17442, in which the individual steps are embedded in the wall of the building in a cantilever manner, but the steps are nevertheless connected to one another by bolts.
  • the required load-bearing capacity of the steps is provided by the reinforcing bars in the steps, to which the bolts that connect the individual steps are articulated.
  • spiral staircases are known in which the step consists of two horizontally divided layers, a reinforcement made of a glass fiber fabric being glued in between the two layers, and the individual steps being supported on one another by means of bolts.
  • the invention is therefore based on the object to provide a spindle staircase that enables simple manufacture and assembly.
  • the reinforcing member in particular in the form of a rod, extends through the step in its length and is subjected to tension by the tensioning element, the step as such being correspondingly subjected to pressure.
  • a spiral staircase constructed in this way can be installed up to an outside diameter of 400 cm indoors and outdoors. Especially when building the stairs outdoors, it makes sense to make the metal parts made of stainless steel and for the steps a weather-resistant material, e.g. B. Granite to choose.
  • the tensioning element is designed as a sleeve with an outwardly projecting, circumferential collar, the sleeve being connectable to the rod-shaped reinforcing member, and the circumferential collar abutting the front end of the step.
  • the sleeve has a continuous internal thread, the reinforcing member corresponding to the internal thread of the sleeve having an external thread.
  • the prestress can be applied to the step.
  • a bolt for receiving the supports of a banister can be inserted into the sleeve from the outside. Since the sleeve has a continuous internal thread, a bolt provided with a corresponding external thread, which receives the support of the banister, can be screwed into this internal thread.
  • the advantage of this is that this increases the width of the use of the stair step and thus the steps can be made narrower. According to the state of the art, it has been the case so far that in the case of finished spiral staircases, the supports of the railing are fastened at the top in the steps, and consequently a part of the width of the steps is lost.
  • the spindle has a tab on its circumference, in particular made of steel, the reinforcing member being connectable to this steel tab, for example by welding.
  • the tab itself is through one Screw connection connected to the spindle. Since each step is assigned a tab, assembly is relatively simple insofar as, after the spindle has been set up, only the individual tabs with the steps attached to them have to be attached to the spindle. The installation of the spindle can be made even easier by the fact that the spindle consists of individual elements which can be plugged together.
  • the spiral staircase designated overall by 1, consists of the spindle 2 and the individual stair steps 3 arranged on the spindle 2.
  • the spindle 2 is composed of the spindle elements 2a, each spindle element 2a having a pin 2b at one end, which can be accommodated in the other spindle element through an opening 2c which is designed accordingly. That is, the individual spindle elements 2a can be plugged together. Up to an outer diameter of the spindle of 300 cm, the spindle can be made in one piece.
  • FIGS. 2 and 3 The design and the type of attachment of a stair step 3 to the spindle can be seen in FIGS. 2 and 3.
  • the stair step 3 has two rod-shaped reinforcement members 4 made of steel which project horizontally through the stair step and which are welded to the bracket 5 at the end on the spindle side are.
  • the holes 3a for receiving the rod-shaped reinforcement members 4 are chosen larger in diameter than the diameter of a rod-shaped reinforcement member 4, so that there is a cavity 3b between the reinforcement member 4 and bore 3a, which can be filled with mortar 6. So that stage 3 is now subjected to pressure, the sleeve designated 7 is screwed onto the rod-shaped reinforcing member 4.
  • the sleeve 7 has an internal thread 7a and, corresponding to this, the rod-shaped reinforcement member 4 has an external thread 4a.
  • the sleeve 7 also has an outwardly projecting circumferential collar 7b, which is supported on the end face 3c of the step 3 after screwing onto the rod-shaped reinforcing member 4.
  • the pressure load acting on the step 3 increases or decreases. That is, the compressive stress on the step is directly related to the tensile stress on the rod-shaped reinforcement element 4.
  • the spindle element has corresponding elongated holes 2d, through which screw bolts 8 pass, which in turn are connected to the tab 5.
  • the arrangement of elongated holes in the spindle element 2a has the advantage that this makes it easier to align the step with respect to the distance to the respective neighboring step.
  • a long wrench is provided for attaching the screws into the slot, with which the screw is guided and held through the inside of the spindle to the slot.
  • a bolt 9 for receiving the support 10 of the banister can be screwed into the internal thread 7a of the sleeve 7.
  • the nut 11 is provided, which can be tensioned against the circumferential collar 7b of the sleeve 7.

Abstract

A circular staircase has individual steps made of stone, in particular natural stone, mounted on the central newel. The steps have each a reinforcing member (4) with one end that may be joined to the newel (2) and another end that may be pre-stressed by a pre-stressing element (7) against the step (3).

Description

Es sind Spindeltreppen der unterschiedlichsten Art bekannt. So ist zum Beispiel aus der US-A-1,446,454 eine Spindeltreppe bekannt, bei der die Treppenstufen aus Stein auf Stahlwannen oder Stahlkonsolen aufliegen und die Stahlwannen oder Stahlkonsolen mit der Spindel verbunden sind. Die Herstellung einer derartigen Spindeltreppe mit Stahlwannen bzw. Stahlkonsolen ist aufwendig, da eine gesonderte Herstellung von Stahl wannen und Konsolen erforderlich ist. Das gleiche gilt auch für Spindeltreppen mit einer Stahlwange am Außenradius und oftmals auch am Innenradius der Spindeltreppen, wobei die Stahl wannen innen und außen an den Stahl wangen angeschweißt werden. Diese Konstruktionen erfordern einen großen Platzbedarf und sind durch aufwendige Schweißarbeiten auch entsprechend teuer. Auch wirken derartige Spindeltreppen immer äußerst wuchtig.Spiral staircases of various types are known. For example, a spiral staircase is known from US-A-1,446,454, in which the stone steps lie on steel tubs or steel brackets and the steel tubs or steel brackets are connected to the spindle. The manufacture of such a spiral staircase with steel tubs or steel brackets is expensive because a separate manufacture of steel tubs and brackets is required. The same also applies to spiral staircases with a steel stringer on the outer radius and often also on the inner radius of the spiral staircases, the steel trays being welded to the inside and outside of the steel strings. These constructions require a large amount of space and are also correspondingly expensive due to complex welding work. Such spiral staircases also always appear extremely bulky.

Darüber hinaus ist aus der FR-A-23 17442 eine Treppe bekannt, bei der die einzelnen Stufen zwar frei auskragend in der Gebäudewand eingelassen sind, wobei die Stufen aber dennoch durch Bolzen miteinander verbunden sind. Die erforderliche Tragfähigkeit erhalten die Stufen durch in den Stufen einliegende Bewehrungsstangen, an denen auch die Bolzen angelenkt sind, die die einzelnen Stufen untereinander verbinden.In addition, a staircase is known from FR-A-23 17442, in which the individual steps are embedded in the wall of the building in a cantilever manner, but the steps are nevertheless connected to one another by bolts. The required load-bearing capacity of the steps is provided by the reinforcing bars in the steps, to which the bolts that connect the individual steps are articulated.

Des weiteren sind Spindeltreppen bekannt, bei denen die Treppenstufe aus zwei horizontal geteilten Schichten besteht, wobei zwischen den beiden Schichten eine Bewehrung aus einem Glasfasergewebe eingeklebt ist, und wobei sich die einzelnen Stufen über Bolzen aufeinander abstützen.Furthermore, spiral staircases are known in which the step consists of two horizontally divided layers, a reinforcement made of a glass fiber fabric being glued in between the two layers, and the individual steps being supported on one another by means of bolts.

Bei diesen Spindeltreppen ist eine überaus genaue Herstellung der einzelnen Stufen und eine genaue Montage der Stufen erforderlich, da zum einen zwischen den einzelnen Stufen kein horizontaler Spalt entstehen darf und zum anderen sichergestellt sein muß, daß die letzte obere Stufe unmittelbar an der Stirnseite der Deckenaussparung anliegt.With these spiral staircases, an extremely precise manufacture of the individual steps and a precise assembly of the steps is necessary, since on the one hand no horizontal gap may arise between the individual steps and on the other hand it must be ensured that the last upper step lies directly against the end face of the ceiling recess .

Diese Spindeltreppen sind auf Außendurchmesser von 200 cm beschränkt. Derartige Treppen sind auch kaum im Außenbereich einsetzbar, da aufgrund von Frosteinwirkung die Gefahr besteht, daß die beiden Steinschichten sich im Bereich des Glasfasergewebes lösen.These spiral staircases are limited to an outer diameter of 200 cm. Stairs of this type can also hardly be used outdoors, since there is a risk of frost due to the fact that the two layers of stone loosen in the area of the glass fiber fabric.

Der Erfindung liegt daher die Aufgabe zugrunde, eine Spindel treppe zu schaffen, die eine einfache Herstellung und Montage ermöglicht.The invention is therefore based on the object to provide a spindle staircase that enables simple manufacture and assembly.

Die Aufgabe wird erfindungsgemäß durch die Merkmale des Anspruchs 1 gelöst. D. h., daß das insbesondere stangenförmig ausgebildete Bewehrungsglied die Stufe in ihrer Länge durchragt und durch das Spannelement auf Zug beansprucht wird, wobei die Treppenstufe als solche entsprechend auf Druck beansprucht wird. Bei Belastung der Treppenstufe wird nun aufgrund der Biegebeanspruchung der Stufe die Druckbeanspruchung der Stufe entsprechend dem auf der Stufe aufstehenden Gewicht abgebaut.The object is achieved by the features of claim 1. This means that the reinforcing member, in particular in the form of a rod, extends through the step in its length and is subjected to tension by the tensioning element, the step as such being correspondingly subjected to pressure. When the stair tread is loaded, the pressure on the tread is reduced due to the bending stress of the tread according to the weight standing on the tread.

Eine derart aufgebaute Spindeltreppe kann bis zu einem Außendurchmesser von 400 cm im Innen- und Außenbereich eingebaut werden. Insbesondere bei Aufbau der Treppe im Außenbereich ist es sinnvoll, die Metallteile aus Edelstahl auszuführen und für die Stufen ein witterungsbeständiges Material, z. B. Granit, auszuwählen.A spiral staircase constructed in this way can be installed up to an outside diameter of 400 cm indoors and outdoors. Especially when building the stairs outdoors, it makes sense to make the metal parts made of stainless steel and for the steps a weather-resistant material, e.g. B. Granite to choose.

Im einzelnen ist vorgesehen, daß das Spannelement als Hülse mit nach außen ragendem, umlaufenden Bund ausgebildet ist, wobei die Hülse mit dem stangenförmigen Bewehrungsglied verbindbar ist, und wobei der umlaufende Bund an dem stirnseitigen Ende der Treppenstufe anliegt. Die Hülse besitzt hierbei ein durchgängigen Innengewinde, wobei das Bewehrungsglied korrespondierend zu dem Innengewinde der Hülse ein Außengewinde aufweist.In particular, it is provided that the tensioning element is designed as a sleeve with an outwardly projecting, circumferential collar, the sleeve being connectable to the rod-shaped reinforcing member, and the circumferential collar abutting the front end of the step. The sleeve has a continuous internal thread, the reinforcing member corresponding to the internal thread of the sleeve having an external thread.

Durch einfaches Aufdrehen der Hülse auf das Gewinde des stangenförmigen Bewehrungsgliedes ist somit die Vorspannung auf die Treppenstufe aufbringbar.By simply screwing the sleeve onto the thread of the rod-shaped reinforcing element, the prestress can be applied to the step.

Insbesondere hat sich herausgestellt, daß eine Erhöhung der aufzunehmenden Last durch die Treppenstufe dann zu erzielen ist, wenn das Bewehrungsglied im oberen Drittel des Querschnitts der Treppenstufe angeordnet ist. Die Spindeltreppen können dann einen Außendurchmesser von bis zu 400 cm aufweisen.In particular, it has been found that an increase in the load to be absorbed by the stair step can be achieved if the reinforcing member is arranged in the upper third of the cross section of the stair step. The spiral staircases can then have an outer diameter of up to 400 cm.

Nach einem weiteren Vorteilhaften Merkmal der Erfindung ist vorgesehen, daß in die Hülse von außen ein Bolzen zur Aufnahme der Stützen eines Treppengeländers einbringbar ist. Da die Hülse ein durchgängiges Innengewinde aufweist, kann in dieses Innengewinde ein mit einem entsprechenden Außengewinde versehener Bolzen, der die Stütze des Treppengeländers aufnimmt, eingedreht werden. Vorteilhaft hieran ist, daß sich hierdurch die Ausnutzung der Treppenstufe in der Breite erhöht und somit die Treppenstufen schmaler ausgeführt werden können. Nach dem Stand der Technik ist es bislang so, daß bei fertigen Spindeltreppen die Stützen des Geländers oben in den Treppenstufen befestigt sind, mithin ein Teil der Breite der Treppenstufe verloren geht.According to a further advantageous feature of the invention it is provided that a bolt for receiving the supports of a banister can be inserted into the sleeve from the outside. Since the sleeve has a continuous internal thread, a bolt provided with a corresponding external thread, which receives the support of the banister, can be screwed into this internal thread. The advantage of this is that this increases the width of the use of the stair step and thus the steps can be made narrower. According to the state of the art, it has been the case so far that in the case of finished spiral staircases, the supports of the railing are fastened at the top in the steps, and consequently a part of the width of the steps is lost.

Um die Montage einer Spindeltreppe zu erleichtern, ist vorgesehen, daß die Spindel auf ihrem Umfang eine Lasche, insbesondere aus Stahl, aufweist, wobei das Bewehrungsglied mit dieser Stahllasche, beispielsweise durch Schweißen, verbindbar ist. Die Lasche selbst ist durch eine Schraubverbindung mit der Spindel verbunden. Da jeder Stufe eine Lasche zugeordnet ist, ergibt sich eine relativ einfache Montage insofern, als nach Aufstellen der Spindel nunmehr nur noch die einzelnen Laschen mit den daran befestigten Stufen an der Spindel angebracht werden müssen.
Die Aufstellung der Spindel läßt sich noch dadurch erleichtern, daß die Spindel aus einzelnen Elementen besteht, die steckbar miteinander verbindbar sind.In order to facilitate the assembly of a spiral staircase, it is provided that the spindle has a tab on its circumference, in particular made of steel, the reinforcing member being connectable to this steel tab, for example by welding. The tab itself is through one Screw connection connected to the spindle. Since each step is assigned a tab, assembly is relatively simple insofar as, after the spindle has been set up, only the individual tabs with the steps attached to them have to be attached to the spindle.
The installation of the spindle can be made even easier by the fact that the spindle consists of individual elements which can be plugged together.

Anhand der Zeichnungen wird die Erfindung nachstehend beispielhaft näher erläutert.

  • Fig. 1 zeigt den Ausschnitt einer Spindeltreppe in einer Ansicht;
  • Fig. 2 zeigt einen Schnitt gemäß der Linie II/II aus Fig. 1;
  • Fig. 3 zeigt die Einzelheit "X" in vergrößerter Darstellung.
The invention is explained in more detail below by way of example with reference to the drawings.
  • Fig. 1 shows a section of a spiral staircase in a view;
  • Fig. 2 shows a section along the line II / II of Fig. 1;
  • Fig. 3 shows the detail "X" in an enlarged view.

Gemäß Figur 1 besteht die insgesamt mit 1 bezeichnete Spindeltreppe aus der Spindel 2 und den einzelnen an der Spindel 2 angeordneten Treppenstufen 3. Die Spindel 2 setzt sich aus den Spindelelementen 2a zusammen, wobei jedes Spindelelement 2a an seinem einen Ende einen Zapfen 2b besitzt, der durch eine korrespondierend hierzu ausgebildete Öffnung 2c in dem anderen Spindelelement aufnehmbar ist. D.h., die einzelnen Spindelelemente 2a sind miteinander steckbar verbindbar. Bis zu einem Außendurchmesser der Spindel von 300 cm kann die Spindel einteilig ausgebildet sein.According to FIG. 1, the spiral staircase, designated overall by 1, consists of the spindle 2 and the individual stair steps 3 arranged on the spindle 2. The spindle 2 is composed of the spindle elements 2a, each spindle element 2a having a pin 2b at one end, which can be accommodated in the other spindle element through an opening 2c which is designed accordingly. That is, the individual spindle elements 2a can be plugged together. Up to an outer diameter of the spindle of 300 cm, the spindle can be made in one piece.

Die Ausbildung und die Art der Befestigung einer Treppenstufe 3 an der Spindel ergibt sich aus den Fig. 2 und 3.The design and the type of attachment of a stair step 3 to the spindle can be seen in FIGS. 2 and 3.

Die Treppenstufe 3 besitzt zwei die Treppenstufe horizontal durchragende stangenförmige Bewehrungsglieder 4 aus Stahl, die am spindelseitigen Ende mit der Lasche 5 verschweißt sind. Die Bohrungen 3a zur Aufnahme der stangenförmigen Bewehrungsglieder 4 sind vom Durchmesser her größer gewählt als der Durchmesser eines stangenförmigen Bewehrungsgliedes 4, so daß sich ein Hohlraum 3b zwischen Bewehrungsglied 4 und Bohrung 3a ergibt, der mit Mörtel 6 ausgefüllt werden kann. Um nunmehr die Stufe 3 auf Druck zu beanspruchen, wird die mit 7 bezeichnete Hülse auf das stangenförmige Bewehrungsglied 4 aufgedreht. Hierzu besitzt die Hülse 7 ein Innengewinde 7a und korrespondierend hierzu das stangenförmige Bewehrungsglied 4 ein Außengewinde 4a. Die Hülse 7 weist darüber hinaus noch einen nach außen ragenden umlaufenden Bund 7b auf, der sich an der Stirnseite 3c der Stufe 3 nach Aufschrauben auf das stangenförmige Bewehrungsglied 4 abstützt. In Abhängigkeit von der Kraft, mit der die Hülse 7 auf das stangenförmige Bewehrungsglied 4 aufgedreht wird, erhöht oder vermindert sich die auf die Stufe 3 einwirkende Druckbeanspruchung. D.h., die Druckbeanspruchung der Stufe steht in unmittelbarem Zusammenhang mit der Zugbeanspruchung des stangenförmigen Bewehrungsgliedes 4.The stair step 3 has two rod-shaped reinforcement members 4 made of steel which project horizontally through the stair step and which are welded to the bracket 5 at the end on the spindle side are. The holes 3a for receiving the rod-shaped reinforcement members 4 are chosen larger in diameter than the diameter of a rod-shaped reinforcement member 4, so that there is a cavity 3b between the reinforcement member 4 and bore 3a, which can be filled with mortar 6. So that stage 3 is now subjected to pressure, the sleeve designated 7 is screwed onto the rod-shaped reinforcing member 4. For this purpose, the sleeve 7 has an internal thread 7a and, corresponding to this, the rod-shaped reinforcement member 4 has an external thread 4a. The sleeve 7 also has an outwardly projecting circumferential collar 7b, which is supported on the end face 3c of the step 3 after screwing onto the rod-shaped reinforcing member 4. Depending on the force with which the sleeve 7 is screwed onto the rod-shaped reinforcing member 4, the pressure load acting on the step 3 increases or decreases. That is, the compressive stress on the step is directly related to the tensile stress on the rod-shaped reinforcement element 4.

Zur Befestigung der Lasche 5 an dem Spindelelement 2a der Spindel 2 weist das Spindelelement entsprechende Langlöcher 2d auf, die von Schraubbolzen 8 durchragt werden, die wiederum mit der Lasche 5 in Verbindung stehen. Die Anordnung von Langlöchern in dem Spindelelement 2a hat den Vorteil, daß hierdurch das Ausrichten der Treppenstufe in bezug auf den Abstand zur jeweils benachbarten Treppenstufe erleichtert wird. Zur Anbringung der Schrauben in das Langloch ist ein langer Schraubenschlüssel vorgesehen, mit dem durch das Innere der Spindel die Schraube bis zum Langloch geführt und gehalten wird.To fasten the tab 5 to the spindle element 2a of the spindle 2, the spindle element has corresponding elongated holes 2d, through which screw bolts 8 pass, which in turn are connected to the tab 5. The arrangement of elongated holes in the spindle element 2a has the advantage that this makes it easier to align the step with respect to the distance to the respective neighboring step. A long wrench is provided for attaching the screws into the slot, with which the screw is guided and held through the inside of the spindle to the slot.

Zur Befestigung des Treppengeländers ist in das Innengewinde 7a der Hülse 7 ein Bolzen 9 zur Aufnahme der Stütze 10 des Treppengeländers einschraubbar. Zur Fixierung des Bolzens 9 in dem Innengewinde 7a der Hülse 7 ist die Mutter 11 vorgesehen, die gegen den umlaufenden Bund 7b der Hülse 7 spannbar ist.To fasten the banister, a bolt 9 for receiving the support 10 of the banister can be screwed into the internal thread 7a of the sleeve 7. To fix the bolt 9 in the internal thread 7a of the sleeve 7, the nut 11 is provided, which can be tensioned against the circumferential collar 7b of the sleeve 7.

Claims (10)

  1. Spiral staircase with individual steps (3), wherein each step (3) has a reinforcing element (4), wherein each reinforcing element at its one end can be connected to the newel (2) and at its other end can be prestressed relative to the step by means of a tensioning element,
    characterized in
    that the individual steps (3) are made of natural stone, and that the steps (3) are arranged on the newel (2) without being connected to other steps.
  2. Spiral staircase according to claim 1,
    characterized in
    that the reinforcing element (4) is rod-shaped and extends through the step (3) along its length.
  3. Spiral staircase according to claim 2,
    characterized in
    that the tensioning element (7) comprises a sleeve with an outwardly projecting continuos collar (7b), wherein the sleeve can be connected to the rod-shaped reinforcing element (4) and wherein the continuos collar (7b) rests against the end face (3c) of the step (3).
  4. Spiral staircase according to any one of claims 1 to 2,
    characterized in
    that the reinforcing element (4) is arranged in the upper third of the cross-section of the step (3).
  5. Spiral staircase according to claim 3,
    characterized in
    that the sleeve (7) has an internal thread (7a).
  6. Spiral staircase according to claim 5,
    characterized in
    that the rod-shaped reinforcing element (4) has an external thread (4a) corresponding to the internal thread (7a) of the sleeve (7).
  7. Spiral staircase according to claim 5,
    characterized in
    that a bolt (9) to accomodate the support (10) of a staircase railing can be put into the sleeve from the outside.
  8. Spiral staircase according to claim 1,
    characterized in
    that the newel (2) has a shackle (5), wherein the reinforcing element (4) can be connected to the shackle (5).
  9. Spiral staircase according to claim 8,
    characterized in
    that every step (3) has a shackle (5).
  10. Spiral staircase according to claim 1,
    characterized in
    that the newel (2) consists of individual elements (2a) which can be joined together by plugging them into one another.
EP95915795A 1995-02-03 1995-04-15 Circular staircase Expired - Lifetime EP0757741B1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE19503582 1995-02-03
DE19503582A DE19503582C2 (en) 1995-02-03 1995-02-03 Spiral staircase
PCT/DE1995/000531 WO1996023941A1 (en) 1995-02-03 1995-04-15 Circular staircase

Publications (2)

Publication Number Publication Date
EP0757741A1 EP0757741A1 (en) 1997-02-12
EP0757741B1 true EP0757741B1 (en) 1997-09-17

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EP95915795A Expired - Lifetime EP0757741B1 (en) 1995-02-03 1995-04-15 Circular staircase

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EP (1) EP0757741B1 (en)
CN (1) CN1177389A (en)
AT (1) ATE158372T1 (en)
CZ (1) CZ290211B6 (en)
DE (2) DE19503582C2 (en)
DK (1) DK0757741T3 (en)
ES (1) ES2108579T3 (en)
GR (1) GR3024953T3 (en)
HU (1) HUT77763A (en)
PL (1) PL179233B1 (en)
RU (1) RU2133808C1 (en)
WO (1) WO1996023941A1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19827670B4 (en) * 1998-06-22 2006-04-13 Wachenfeld Natursteinwerk Gmbh Natural stone support and balconies made therewith
DE102005035560B3 (en) * 2005-07-29 2006-11-16 Natursteinwerk Wachenfeld Gmbh Staircase for building has laminated glass treads cantilevered from wall using clamp brackets

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10220316A1 (en) * 2002-05-07 2003-11-27 Walter Wachenfeld Staircase with wooden steps has steel reinforcement inside each step running towards the longitudinal axis of the step
DE102011009673A1 (en) 2011-01-28 2012-08-02 Natursteinwerk Wachenfeld Gmbh step
CN107119865A (en) * 2017-05-26 2017-09-01 江苏中城工业化住宅制造有限公司 A kind of assembled steel skeleton lightweight concrete composition stair

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FR414791A (en) * 1910-04-13 1910-09-10 Jean Marie Jomain Removable spiral staircase
US1446454A (en) * 1922-06-26 1923-02-27 Guaranty Iron & Steel Co Stair construction
DE1659566C3 (en) * 1967-04-01 1976-01-02 Albrecht Dipl.-Ing. 7012 Schmiden Buerkle Spiral staircase composed of prefabricated parts
DE1659923C3 (en) * 1967-04-18 1979-04-12 Helmut 6618 Bardenbach Gimmler Spiral staircase composed of prefabricated parts
DE2320966A1 (en) * 1973-04-26 1974-11-14 Ernst Partenheimer SPINDLE STAIRS FROM PREFABRICATED CANTILEVER STEPS
DE2419949C2 (en) * 1974-04-25 1982-11-11 Kenngott Gmbh & Co Kg, 7100 Heilbronn Reinforced structural element
CH580214A5 (en) * 1974-05-22 1976-09-30 Hug Interlizenz Ag
DE7521473U (en) * 1975-07-05 1976-01-08 Schoepfel, Theodor, 8833 Eichstaett NATURAL STONE STAIR TREADS FOR CANTILEVER STAIRS
FR2528893A1 (en) * 1982-06-16 1983-12-23 Roger Reignier Spiral staircase assembly pieces - has vertical step panels engaging with horizontal steps and connected to central column risers through horizontal tie-rods
AT380507B (en) * 1984-02-22 1986-06-10 Schromm Erich Dipl Ing METHOD FOR INCREASING THE LOAD CAPACITY OF BUILT-IN STONE STEPS
DE9410187U1 (en) * 1994-06-13 1994-09-01 Gertz Werner Prefabricated spiral staircase

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19827670B4 (en) * 1998-06-22 2006-04-13 Wachenfeld Natursteinwerk Gmbh Natural stone support and balconies made therewith
DE102005035560B3 (en) * 2005-07-29 2006-11-16 Natursteinwerk Wachenfeld Gmbh Staircase for building has laminated glass treads cantilevered from wall using clamp brackets

Also Published As

Publication number Publication date
WO1996023941A1 (en) 1996-08-08
DE59500693D1 (en) 1997-10-23
DK0757741T3 (en) 1998-01-05
ATE158372T1 (en) 1997-10-15
PL179233B1 (en) 2000-08-31
PL321598A1 (en) 1997-12-08
RU2133808C1 (en) 1999-07-27
EP0757741A1 (en) 1997-02-12
HUT77763A (en) 1998-07-28
CZ290211B6 (en) 2002-06-12
ES2108579T3 (en) 1997-12-16
DE19503582A1 (en) 1996-08-08
DE19503582C2 (en) 1996-12-12
GR3024953T3 (en) 1998-01-30
CZ27897A3 (en) 1997-09-17
CN1177389A (en) 1998-03-25

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