EP1103671A2 - Escalier en porte-à-faux - Google Patents

Escalier en porte-à-faux Download PDF

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Publication number
EP1103671A2
EP1103671A2 EP00124964A EP00124964A EP1103671A2 EP 1103671 A2 EP1103671 A2 EP 1103671A2 EP 00124964 A EP00124964 A EP 00124964A EP 00124964 A EP00124964 A EP 00124964A EP 1103671 A2 EP1103671 A2 EP 1103671A2
Authority
EP
European Patent Office
Prior art keywords
handrail
self
supporting
wall
staircase according
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Withdrawn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
EP00124964A
Other languages
German (de)
English (en)
Other versions
EP1103671A3 (fr
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.)
Neucon Maschinen- und Bausysteme U Co GmbH KG
Original Assignee
Neucon Maschinen- und Bausysteme U Co GmbH KG
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 Neucon Maschinen- und Bausysteme U Co GmbH KG filed Critical Neucon Maschinen- und Bausysteme U Co GmbH KG
Publication of EP1103671A2 publication Critical patent/EP1103671A2/fr
Publication of EP1103671A3 publication Critical patent/EP1103671A3/fr
Withdrawn legal-status Critical Current

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Classifications

    • 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
    • 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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/82—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
    • E04B2001/8254—Soundproof supporting of building elements, e.g. stairs, floor slabs or beams, on a structure

Definitions

  • the present invention relates to a cantilevered staircase supporting bolts connecting the steps with steps, with a railing arranged on the wall-free side Handrail and between the handrail and the steps arranged railings, arranged on the wall side Wall anchors for connecting the steps to a Building construction, especially wall.
  • a third known support system for stairs is emerging characterized in that at least on the wall-free side of the There is a so-called stair string on the stairs the steps are stored and the load-dissipating Carrying function takes over. The railing does not do this supporting function.
  • the present invention the technical problem or the task, a self-supporting Specify stairs of the type mentioned, the one ensures economical production and assembly, highest in terms of soundproofing and deflection Meets the demands of using a variable or interchangeable railing and the allows a construction with high designer quality.
  • the cantilevered staircase according to the invention is due to the Features of independent claims 1 and 2 given. Advantageous refinements and developments are Subject of the dependent claims.
  • a first alternative according to the invention is accordingly characterized by the combination of the following features:
  • each step is connected to the via a wall anchor Wall connected and the handrail is as load-bearing Handrail formed together with a step post and an outlet post forms a framework and in the load on the railing bars Treads is at least partially initiated.
  • a second alternative according to the invention is accordingly characterized by the combination of the following features:
  • each step is over at least two wall anchors connected to the wall and the handrail is as load-bearing Handrail formed together with a step post and an outlet post forms a framework and in the load on the steps via the balusters is initiated at least in part.
  • Another advantage of the staircase construction according to the invention is that high variability is guaranteed with regard to the railing. Since the Support bolt construction based on a certain load capacity the railing can be used at a later time can be easily replaced without the entire staircase must be dismantled.
  • the thickness of which is preferably 6.5 cm is.
  • the clearance is due to the selected thickness seen two successive stages in the height direction very small, so that the same child safety is achieved can as with the well-known staircase.
  • a constructive embodiment that is particularly high Stiffness guaranteed is characterized in that the handrail is rigid on the step post and / or the Outlet post is connected.
  • the railing rods are rigid on the connected to the respective step and / or the handrail are.
  • This rigid connection of the balusters is a side evasion of the handrail under Counteracted stress.
  • This constructive measure has also result in lower for the handrail Cross-sectional dimensions can be used, what a visually appealing overall impression regarding a "Light" stair construction promotes.
  • a particularly preferred embodiment of the Cantilevered stairs according to the invention are characterized by this from that only every second or third railing rod is connected to the handrail in a load-transmitting manner.
  • the preferred cross-sectional profile for the handrail is a round cross section used, but also the In principle, other types of cross-sections can be used are.
  • a structurally particularly simple and high design requirement sufficient embodiment is characterized by this from that the handrail, the start post and the Outlet posts are designed as a rectangular cross section, where the height of the handrail is the width of the post corresponds. This makes it particularly constructive Implement simple connections.
  • the height of the handrail is preferred in the range between 130 to 160 mm, in particular selected approximately 150 mm, whereby a visually appealing design can be implemented can, in which the handrail does not dominate and still one sufficient stability while maintaining a particularly high rigidity of the overall structure can be guaranteed.
  • a particularly preferred embodiment of the staircase according to the invention which is a simple and This ensures economical assembly that the wall anchor has a round anchor bolt, that in the wall-side end area of a sound-absorbing Material layer is surrounded and that of the step facing end area in a blind hole that is open at the end the step is arranged.
  • blind hole of the step is a first Recess of the step crosses perpendicular to the Tread surface runs continuously and for carrying out the connecting means for connecting two successive Steps over the support bolt and the Anchor bolt a continuous to its longitudinal axis Has recess, which is such that it is in in this recess inserted bolt in the intersection the blind hole recess and the first recess is.
  • the bearing unit preferably formed as a press ring, the free edge in an advantageous embodiment Deferral to the outside.
  • the Railing rod has one on at least one end face Step bore with a first inner area and one second outer area, the first area a smaller diameter than the second area has, in the first area is a first Screw unit, especially threaded rod or Hanger bolt, screwed into the second area protrudes, in the second area there is a threaded sleeve Internal thread arranged, part of the internal thread of the Threaded sleeve is on the second area protruding part of the screw unit, one second screw unit is in the internal thread of the Screwed in threaded sleeve, the second screw unit establishes the connection to the component to be connected.
  • the second screw unit can also be used as a hanger screw be trained.
  • connection construction is extremely simple mountable and both suitable, bending moments as well Transfer tensile forces.
  • connection elements cheap series components can be used, which further increases economic use.
  • An advantageous embodiment is characterized in that that the threaded sleeve is spaced from the front edge of the Stepped bore is arranged in the second area. there the distance is preferably in the range of approximately 1.0 to 3.0 cm (centimeters). Because the threaded sleeve is spaced apart to the frontal area, it is more advantageous Way also possible during assembly on site Shorten the length of the balusters if necessary this is due to inaccuracies in construction encountered on the construction site is required.
  • the adjustment of the balusters to the respective height ratios can be done in the simplest way and Way by sawing - of course within predetermined limits -
  • the ends of the balusters on both the top and on the lower end face can, as already stated, construction tolerances easily be balanced.
  • the second screw unit at the same time two steps arranged one above the other with a step in between Support bolt clamped.
  • Exit post is rigid against the existing stair landing connected.
  • This can be a concrete design alternative are used, which is characterized by that the rigid connection by at least two in Height direction spaced from each other Screw units is formed, wherein a screw unit with a profile attached to the stair landing is screwed and the other screw unit directly is screwed onto the front of the stair landing.
  • the railing rod can preferably be made of wood with a Diameter in the range between 20 and 30 mm (millimeters), in particular 28 to 30 mm (millimeters), made of metal with a Diameters from 15 to 25 mm, especially 18 mm (Millimeters), or made of plexiglass with a diameter of 30 to 40 mm (millimeters), in particular 35 mm (millimeters), consist.
  • An essential core of the invention Embodiment is characterized in that the Height-adjustable step on the wall anchor or the Height-adjustable wall anchors mounted on the building structure is.
  • the advantages of the known Kenngott staircase (supporting bolt staircase) with the advantages of one Stairs can be combined with a supporting handrail.
  • Such assembly stairs are characterized by an extreme simple and flexible assembly, in which by the possible height adjustment inaccuracies without problems can be balanced, besides that is an economic one Production possible as part of a large series production, where high loads are achieved and a optically appealing design can be implemented.
  • the Wall anchor as an L-profile unit with elongated holes in the Profile legs formed.
  • Another embodiment is characterized in that the part of the wall anchor anchored in the construction is designed as a so-called wet anchor, that is the recessed area surrounding sound-absorbing material layer the building structure with concrete or with a mixture of Cement and plastic is filled.
  • a particularly preferred further development stands out in that the anchored part of the wall anchor surrounding recess area of the building construction with a Plastic foam, in particular PU foam (polyurethane foam), is foamed.
  • PU foam polyurethane foam
  • An advantage of foaming the Recess with plastic foam next to the simple one Feasibility is that the stairs are on site too can be created at low temperatures.
  • the one in the The recessed plastic foam hardens through chemical reaction at which the outside temperature has virtually no influence. This allows the Disadvantage of the installation of so-called wet anchors low temperatures can be easily avoided.
  • a first embodiment of a cantilevered staircase 10.1 is schematic in a plan view in FIG. 1 shown. This includes the side view shown processing of the stairs according to FIG. 3 and Detail perspective view according to FIG. 7.
  • a second embodiment of a cantilevered staircase 10.2 is shown in a top view in FIG. 2. The Processing of the side view according to FIG. 3 also applies towards the stairs according to FIG. 2.
  • a section Detailed perspective is shown in FIG. 11.
  • the self-supporting staircase 10.1 is a half-turn staircase educated.
  • the steps 12 arranged one above the other each have an undercut area U.
  • this undercut area U is both in the end area the steps 12 to a staircase wall 76 as also in the end area of each step to the wall-free area there, that is in the area of the stairwell, one each Support bolt 28 arranged between the steps 12.
  • the stairs 10.1 runs from one floor 16 to the next Floor height in which a stair landing 14 is available.
  • in the wall-free areas are in each case above the support bolts 28 Railing rods 30 connected, which in turn on a Handrail 20 are attached.
  • the handrail 20 is considered relative slim high rectangular cross section with a Cross-sectional height H is formed and consists of three Handrail units 21.1, 21.2 and 21.3.
  • the first Handrail unit 21.1 and the third handrail unit 21.3 are essentially perpendicular to the second (middle) Handrail unit 21.2 arranged, and to this rigid connected, which will be described below.
  • the third Handrail unit 21.3 is a vertical exit post 24 via a finger joint 25 not shown rigidly connected, which exit post 24 again rigidly connected to the stair landing 14 is what will be described below.
  • the Cross-sectional profile of the posts 22, 24 corresponds to Essentially the cross-sectional profile of the handrail 20; in particular, the height H of the handrail 20 corresponds to the Width B of the posts 22, 24.
  • each step 12 is in the wall area, in Essentially in the area below a support bolt 28, each have a wall anchor 34 in the wall 76 and in the Step 12 anchored.
  • the wall anchor construction will described below.
  • connection of the balusters 30 to both the steps 12 and on the handrail 20 is designed such that Tensile forces and bending moments can be absorbed.
  • the staircase 10.1 according to the invention thus represents a combination according to the invention of two known per se Stair support systems.
  • the so-called Bolt staircase also known as the Kenngott staircase is known.
  • the second supporting staircase system is the spatial one Support frame designed stair handrail 20 with rigid connected start post 22 and exit post 24.
  • the latter components form a spatial Frame system in which the load on the balusters 30 the steps 12 is partially initiated (so-called suspended stairs).
  • connection of a wall anchor 34 to the wall in connection with the formation of the connection of two on top of each other arranged steps 12 with intermediate Support bolt 28 is shown schematically in Fig. 8.
  • the wall anchor 34 consists of a cylindrical anchor bolt 36, for example made of metallic material. By doing within a bore 37 (see Fig. 12 a, b) in the wall 76 arranged portion of the anchor bolt 36 is this surrounded with a sound-absorbing material layer 38.
  • the wall anchor 34 is installed in the wall 76 existing hole 37 hammered. It is also possible, the anchor bolt 36 in the region of the bore 37 of the wall 76 with sound-absorbing and load-bearing plastic foam material overmoulding, that means that the material 38 is replaced by injected plastic material.
  • the step 12 has in its wall end a bore 40, in which the anchor bolt 36 in some areas is inserted.
  • the anchor bolt 36 In its tread end area the anchor bolt 36 has a perpendicular to its longitudinal axis through recess 44, wherein in inserted State of the anchor bolt 36, the recess 44 a first Recess 42 of the step intersects that perpendicular to Tread surface runs and as a through opening for a second screwing unit 64.1 is used for bracing two steps 12 arranged one above the other with serving between the support pin 28 is used.
  • This points the support bolt 28 has a central continuous recess 78 through which the second screw unit 64.1 is led.
  • the second screwing unit 64.1 is again like this far up that they are in the one on the top Step arranged banister 30 is anchored what is symbolically represented by an arrow P in FIG. 8.
  • the Recess 44 inserted anchor bolts 36 of wall anchor 32 held in place.
  • the recess 44 of the anchor bolt 36 is preferably as Elongated hole.
  • connection structure of the wall anchor 32 to the step 12 is also shown in more detail in Figures 12 a) and 12 b).
  • a ring slot 50 is milled into the end face of the step 12, into which a cup-shaped bearing ring unit 46 is pressed is available. Which is essentially flush with the face the bottom of the bearing ring unit, the step 12 46 has a bottom recess 48 whose diameter in Essentially the diameter of the anchor bolt 36 of the Wall anchor 34 corresponds.
  • FIG. 9 The parts shown in Figures 9 and 10 cantilevered stairs 10.3 according to a third embodiment corresponds in terms of their load-bearing Construction essentially of the stairs 10.1 as above described.
  • Anchor bolts 36 are used as wall anchors 32 which are L-shaped Have angle profile 80, with a horizontal arranged leg 82.1, the lower one Stepping under 12 and over by a corresponding recess 44 (elongated hole) guided second Screwing unit 64.1 is connected to step 12.
  • the geometrical relationships with regard to the recesses and the arrangement of the support bolt 28 correspond to that above described variant.
  • the second leg 82.2 of the L-shaped angle profile 80 is arranged vertically and via a through a recess 45 (elongated hole) Screw unit 84 connected to the wall 76, the in part of the screw unit 84 projecting from the wall 76 of a sound-insulating material layer 38 and / or additionally one special expansion anchor is surrounded, depending on the existing Quality of the wall 76.
  • a Height adjustment (h) of step 12 ensures which has considerable advantages during assembly.
  • the in Fig. 2 in a plan view and in Fig. 11 in one Staircase 10.2 shown in detail differs 1 compared to the stairs 10.1.
  • wall area between the steps 12 no support bolt 28 is present, but the respective step 12 over two wall anchors 34, the front in corresponding Recesses of step 12 are present on the wall 76 is stored.
  • the two wall anchors 34 per step 12 are essentially the same design as the wall anchor 34 according to the stairs 10.1 according to FIG. 1.
  • FIG. 5 schematically shows the detail A according to FIG. 3, namely the rigid connection of the middle handrail unit 21.2 and the upper handrail unit 21.3 in one developed side view.
  • the frontal area of the Handrail unit 21.2 is L-shaped with an im lower area existing support edge 86 on which the Handrail unit 21.3 coming from above at right angles to Front of the handrail unit 21.2 rests.
  • In the Front of the handrail unit 21.2 are in the height direction spaced apart from one another two recesses 88, in which each have a threaded sleeve 89 with outer and Internal thread is screwed in.
  • step recesses 90 which at attached handrail unit 21.3 with the recesses 88 of the Handrail unit 21.2 correspond.
  • Step recess 90 Through the Step recess 90 through and into the internal thread of the Threaded sleeve 89 can then no one in Fig. 5 in more detail screw unit 92 shown are screwed.
  • the open end of the step recess 90 is in each case by a cap 94 covered.
  • Such a connection is capable of bending moments, normal forces and shear forces transfer. In addition, this connection can easily be made on site to be assembled.
  • the profile unit 74 can also through at least one gusset plate 61, which is attached to both legs welded, be additionally stiffened.
  • the gusset plate 61 is shown schematically in dotted lines in FIG. 6.
  • FIG. 13 schematically shows the connection of a railing rod 30 shown on the steps 12.
  • the adjacent construction is designated as Detail II in FIG. 3.
  • the levels 12 have a vertical through recess 51 which is on an axis with the through recess 53 of the support bolt 28 is arranged are.
  • the railing rod 30 now has one of its lower end face open step recess 52, the Longitudinal axis with the longitudinal axes of the recesses 51 or 58 coincides.
  • the stepped bore 52 seen initially from its opening side second area 56 and one via an intermediate area 57 subsequent first area 54, the second area 56 an enlarged compared to the first area 54 Has diameter.
  • first area 56 is a Hanger screw trained screw unit 58, the a hexagon socket 59 or another on the end face Has a shape contour for the attachment of a tool, screwed in. It is anchored via the wood thread 63 of the screw unit 58. A part of the opposite metric thread 55 of the screw unit 58 is located in the intermediate area 57 and protrudes into the second area 56.
  • second area 56 is flush with the face (A1) for front end area a threaded sleeve 60 with an internal thread 62, with the second region 56 protruding metric thread area 55 of the screw unit 58 almost up to half in the internal thread of the Threaded sleeve 60 is screwed.
  • the Screw unit 58 is a so-called hanger screw with a Wood thread in the screwing area into the wood and one metric screw thread in the screwing area in the Threaded sleeve 60 formed. This embodiment permanently guarantees high pull-out strength.
  • the Screw unit can also be used as a threaded rod with a continuous be metric thread.
  • the intermediate region 57 can also be omitted entirely correspondingly shorter hanger bolt.
  • the one Larger storage area than the end face of the railing rod 30 and has a circumferential collar 65 pointing upwards has, whose inner diameter is essentially that Outer diameter of the railing rod 30 corresponds.
  • the foot section can then have a cover cap the foot region of the railing rod 30 may be arranged as Cover ring designed with a partially convex outer contour is. In the present example according to FIG. 12, however, that is Front side of the railing rod 30 directly on the step 12 stored.
  • connection construction makes it extremely possible simple and quick installation.
  • this Construction ensures that in the connection area of the Guardrail rod 30 around the stage 12 a certain bending moment can be transmitted, that is, the handrail 30 within the static system for lateral Stabilization of the handrail is used.
  • Fig. 3 is the adjacent construction of the Handrail rod 30 indicated on the handrail 20.
  • a schematic detailed representation can be found in Fig. 14. From seen from its upper end, the banister has 30 in turn a step recess 52, which corresponds to the Step recess 52 is formed in the lower region, however, the threaded sleeve 60 used with Internal thread 62 in the second area 56 of the step recess 52 spaced (distance A1) to the upper face of the Guardrail 30 is present.
  • the threaded sleeve 60 is anchored in the railing rod 30 by the screw unit 58, which is preferably designed as a hanger bolt.
  • Step recess 71 with a first area 81.1 and one second area adjoining the first area 81.1 81.2, the inner diameter of the first region 81.1 in Essentially the outer diameter of the railing rod 30 corresponds and this is inserted in the first area 81.1 is.
  • the second area 81.2 of the recess 71 has one smaller diameter than the first area 81.1.
  • In the second area 81.2 is at a predetermined distance A2 to the first area 81.1 with a threaded sleeve 66 External thread 70 and screwed in with internal thread 68.
  • a such threaded sleeve 66 is under the name "Rampa sleeve" known.
  • Screwing unit 64.2 which is designed here as a threaded rod and both in the internal thread 68 of the handrail 20 anchored threaded sleeve 66 as well as in the internal thread 62 the threaded sleeve 60 anchored in the railing rod 30 is screwed in.
  • Such a connecting structure can be quickly and simply assemble on site. Reliable load transfer in the handrail is guaranteed permanently.
  • the threaded sleeve 60 is spaced (A1) from the front edge of the Guardrail 30 is present, the guardrail can dimensional tolerances that may occur during assembly easily in length by simply sawing in Range of the distance Al the given geometric Conditions are adjusted.
  • FIG. 15 is another embodiment of a wall anchor 33 shown as a continuous rectangular wall anchor, in particular made of steel. Same components have the same reference number and will not be repeated explained.
  • the second screwing unit 64.1 is connected to a the existing wall anchor 33 recess 35; as well through the recess 58 of the step 12, which is above the Wall anchor 33 is arranged.
  • Between wall anchors 33 and Level 12 is a relatively thin layer of elastic Materials 31 used for impact sound insulation purposes. This elastic material 31 can also be used in the previous described stair constructions between wall anchors and Step must be inserted.
  • the end region of the. Protruding into the recess 37 of the wall 76 Wall anchor 33 is of an elastic sound-absorbing Jacket 39 surrounded.
  • This casing 39 is made preferably made of rubber.
  • the recess 37 itself is one Plastic foam 41 injected.
  • the anchor 33 can also be designed as a "wet anchor" that it is also initially mentioned in the recess 37 Wedges aligned, then the recess 37 with Concrete or with a mixture of plastic and cement is backfilled. The wedges are removed after curing and the remaining gaps are filled with the same material.
  • This wet anchor form can be described by a Foaming the recess 37 by means of a Plastic foam 41 are replaced according to the invention.
  • the staircase construction shown offers considerable economical advantages. So is the illustrated Construction suitable to be mass-produced, because many of the same components can be used.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Steps, Ramps, And Handrails (AREA)
EP00124964A 1999-11-29 2000-11-16 Escalier en porte-à-faux Withdrawn EP1103671A3 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE29920844U DE29920844U1 (de) 1999-11-29 1999-11-29 Freitragende Treppe
DE29920844U 1999-11-29

Publications (2)

Publication Number Publication Date
EP1103671A2 true EP1103671A2 (fr) 2001-05-30
EP1103671A3 EP1103671A3 (fr) 2003-01-22

Family

ID=8082169

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00124964A Withdrawn EP1103671A3 (fr) 1999-11-29 2000-11-16 Escalier en porte-à-faux

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EP (1) EP1103671A3 (fr)
DE (1) DE29920844U1 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10335998B4 (de) * 2003-05-07 2014-08-07 Richard Auburger Verbindung zwischen hölzernen Trittstufen einer Gebäudetreppe sowie Gebäudetreppe
WO2020002209A1 (fr) * 2018-06-25 2020-01-02 Hartmann Hauke Escalier installé dans un immeuble, élément rempli de granulat, escalier pour installation dans un immeuble, élément d'étage et étage individuel installé dans un immeuble
CN112814296A (zh) * 2021-01-06 2021-05-18 重庆沫梦硕科技有限公司 一种安全抗震式悬吊景观楼梯结构

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102007023861B4 (de) * 2007-05-21 2017-02-09 Richard Auburger Deckenkonstruktion im Bereich eines Treppenaustritts
RU2717500C1 (ru) * 2019-04-29 2020-03-24 Оденцов В.А. Лестница на скрытых больцах

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Publication number Priority date Publication date Assignee Title
DE7137304U (de) * 1972-02-10 Bucher A Einläufige Treppe
DE1984278U (de) * 1968-02-14 1968-04-25 Erhard Seifert Verstellbare haltevorrichtung zur wandbefestigung von treppenstufen.
DE3027798A1 (de) * 1980-07-23 1982-02-18 Neucon Maschinen- Und Bausysteme Gmbh U. Co Kg, 7100 Heilbronn Treppe
DE3220918C3 (de) * 1982-06-03 1998-09-17 Treppenmeister Partnergemeinsc Gewendelte Treppe
DE3342380C2 (de) * 1983-11-24 1994-07-07 Neucon Masch Bausystem Wandanker
DE3342668A1 (de) * 1983-11-25 1985-06-05 Neucon Maschinen- Und Bausysteme Gmbh U. Co Kg, 7100 Heilbronn Gelaenderstab
DE3345013C2 (de) * 1983-12-13 1986-06-26 Philipp, Stephanie, 6467 Hasselroth Halterung für die wandseitigen Enden der Trittplatte einer Treppe
DE3619993A1 (de) * 1986-06-13 1987-12-17 Unibau Gebr Schulte Gmbh & Co Gelaender oder dergleichen
DE19710367A1 (de) * 1997-03-13 1998-09-17 Hellmut Mueller Freitragende Holztreppe
DE19731646A1 (de) * 1997-07-23 1999-01-28 Neucon Masch Bausystem Wandankervorrichtung für eine Treppe und Treppe mit Wandankervorrichtung

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10335998B4 (de) * 2003-05-07 2014-08-07 Richard Auburger Verbindung zwischen hölzernen Trittstufen einer Gebäudetreppe sowie Gebäudetreppe
WO2020002209A1 (fr) * 2018-06-25 2020-01-02 Hartmann Hauke Escalier installé dans un immeuble, élément rempli de granulat, escalier pour installation dans un immeuble, élément d'étage et étage individuel installé dans un immeuble
EP4553246A3 (fr) * 2018-06-25 2025-08-13 Hartmann Hauke Escalier destiné à être installé dans un bâtiment et élément de marche
CN112814296A (zh) * 2021-01-06 2021-05-18 重庆沫梦硕科技有限公司 一种安全抗震式悬吊景观楼梯结构

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Publication number Publication date
EP1103671A3 (fr) 2003-01-22
DE29920844U1 (de) 2000-05-25

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