EP2159364B1 - Stützstruktur für eine Türschwelle - Google Patents

Stützstruktur für eine Türschwelle Download PDF

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Publication number
EP2159364B1
EP2159364B1 EP08018771A EP08018771A EP2159364B1 EP 2159364 B1 EP2159364 B1 EP 2159364B1 EP 08018771 A EP08018771 A EP 08018771A EP 08018771 A EP08018771 A EP 08018771A EP 2159364 B1 EP2159364 B1 EP 2159364B1
Authority
EP
European Patent Office
Prior art keywords
plates
plate
support structure
threshold
door
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.)
Not-in-force
Application number
EP08018771A
Other languages
English (en)
French (fr)
Other versions
EP2159364A1 (de
Inventor
Libor Matejka
Radim Smolka
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.)
Vysoke Uceni Technicke V Brne
Original Assignee
Vysoke Uceni Technicke V Brne
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 Vysoke Uceni Technicke V Brne filed Critical Vysoke Uceni Technicke V Brne
Priority to EP08018771A priority Critical patent/EP2159364B1/de
Priority to AT08018771T priority patent/ATE547584T1/de
Publication of EP2159364A1 publication Critical patent/EP2159364A1/de
Application granted granted Critical
Publication of EP2159364B1 publication Critical patent/EP2159364B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
    • E06B1/00—Border constructions of openings in walls, floors, or ceilings; Frames to be rigidly mounted in such openings
    • E06B1/70—Sills; Thresholds
    • E—FIXED CONSTRUCTIONS
    • E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
    • E06B1/00—Border constructions of openings in walls, floors, or ceilings; Frames to be rigidly mounted in such openings
    • E06B1/70—Sills; Thresholds
    • E06B2001/707—Thresholds with special provision for insulation

Definitions

  • the invention concerns the support structure for a threshold of the door. Its aim is to remove the thermal bridge under the door construction and create suitable conditions for the optimal function of the door.
  • the thermal bridge under the door's thresholds is broken by insertion of a rubber strip.
  • the supporting element used is most commonly extruded polystyrene, or foam glass.
  • the second example concerns the use of foam glass. Its availability on the market in terms of sizes and shapes does not realistically conform to its common uses, and during the construction process it becomes necessary to modify the components to their required dimensions. This results in diminished insulating properties as well as resistance to pressure because the material's structural integrity has been affected. Dimensional adaptations damage the insulating surface pores which may necessitate their rather cumbersome reinforcement using molten asphalt. When this is done, water in the form of steam or liquid gets trapped in these damaged pores, thereby damaging the material's heat insulation and other technical characteristics. It also becomes less pressure-resistant. Such a component becomes unsuitable for anchoring through the opening when connecting to an existing adjacent structure. Drilling through it may damage the foam glass thermal insulation thereby leading to a gradual loss of insulating capacity, as well as resistance to dynamic stressing.
  • a sill comprising an elongate aluminium extrusion threshold of substantial Z - shaped cross-section. It has parallel walls interconnected by an inclined web. The web slopes downwardly from the top of the internal wall to the base of the external wall and defines channel between said walls. In this channel number of draining holes are arranged along the external wall and so the channel is connected to the exterior of the building.
  • the sill is provided by flanges with projections and depressions. If the sill needs to be higher because of the shorter door, supports can be placed beneath the flanges with corresponding projections a depressions. Such construction is complicated and expensive because of the presence of the metal threshold with complicated shape of the cross-section.
  • the upper surface of the upper plate is provided with a fixation groove for seating the threshold connection. This helps to fix the position the door's frame.
  • the locking element on the lower surface of the upper plate is shaped as a half-groove and the locking element on the upper surface of the lower plate is shaped as a protrusion corresponding in shape to the half-groove.
  • the plates are shaped in such a way as to be stackable having either a molded or flat surface, thereby simplifying the application of that technology. These plates can be easily adapted by cutting to the exact size required.
  • the locking element on the lower surface of the upper plate is shaped as an angled protrusion and the locking element on the upper surface of the lower plate is shaped as an angled edge of a shape corresponding to the angled protrusion.
  • the plates are non-absorbable and diffusively closed.
  • the plates, the threshold connection and the frame of the door are connected with an anchor. Connecting the plates is accomplished by gluing, welding, or screwing them together.
  • the plates are made of recycled HDPE plastics or some of its modifications.
  • Fig. 1 presents a vertical cross section of the door's threshold area with the support structure underneath the door threshold connection in its first embodiment
  • Fig. 2 is a detail of the support structure with a feasible arrangement of plates according to the embodiment of the
  • Fig.1 is a vertical cross section of the threshold area of the door 2, and the support structure 1 beneath the threshold connection 4.
  • the threshold connection 4 is meant a supporting structure under the door, more exactly under the frame 3 of the door 2.
  • the material for the threshold connection 4 is usually the same as the material of the frame 3. From the side into the interior, this threshold connection 4 fits tight to the floor 21, which is laid onto a load distribution layer 10.
  • the support structure 1 Between the threshold connection 4 and the foundation 5 or the outer wall, if the door is in s higher floor, is placed the support structure 1.
  • This structure consists of more plates 6 arranged above one another and fitting into each other in such a way as to ensure a stable arrangement.
  • the upper plate 7 of the arrangement may be fitted on its upper surface with a fixation groove 12 for a better positioning on the threshold connection 4. This is especially important in the first embodiment, because there is no fixation element holding between the assembly of plates 6 and the threshold connection 4.
  • the masonry 8 fits tight to the plates 6 and from the other side there is the thermal floor insulation 9 and the load dispersing floor layer 10.
  • a water repellent insulation 11 is arranged between the masonry 8 and the side of the plate's assembly 6 .
  • This insulation layer 11 is by one of its ends clamped between the upper plate 7 and the plate 6 arranged beneath.
  • the embodiment shown in Fig. 1 is especially suited for sheet-form water insulation 11 for reasons of perpendicular and therefore relatively sharp transitions between individual components of the system.
  • the water barrier is pulled over the second-to-last plate 6 and under the upper plate 7. By its enclosure between two plates a connection that resists the encroachment of moisture into the structure is made.
  • Fig. 2 shows a detail of the plates 6, 7 for clamping of the sheet-type water barrier insulation 11.
  • the upper plate 7 has a fixation groove 12 for the anchoring and stabilization of the threshold connection 4 or fixation of the frame 3 of the door.
  • the threashold connection 4 is inserted into the fixation groove 12 and is then anchored. Any air gaps can be filled in with polyurethane foam.
  • a connection, or interlock, between the plates 6 and 7 which consists of the locking element on the upper plate 7 and the corresponding locking element on the lower plate 6.
  • the locking element on the lower surface of the upper plate 7 is shaped as a half-groove 15 and the locking element on the lower plate 6 is shaped as a protrusion 16 corresponding in shape to the half-groove 15.
  • Above the water insulation 11 there are the support mounts 19 on top of which the flooring covering 17 is placed (see Fig.3 ). Under the water insulation 11 there is a non-porous thermal insulation 20.
  • Fig. 3 shows the second embodiment of the support structure 1 using water insulation 11a made of asphalt sheets which is easy breakable.
  • the last upper plate 7a has its edge facing downward by an outward protrusion 13 and the second-to-last plate 6a has its edges facing a corresponding angled adge 14.
  • the plates 6a, 7a will be glued, screwed, or welded together and will be additionally held in its mutual position by a plastics anchor 18 placed into pre-drilled openings.
  • the anchor 18 can be shortened as needed based on the actual thickness of the resulting plate's assembly and common arrangement of all elements.
  • the anchor 18 shall be of a constant diameter.
  • Fig. 4 shows in detail the plates 6a,7a to illustrate the transition from the vertical position of the water insulation 11a to the horizontal position.
  • This embodiment is suitable for balconies, terraces, etc.
  • the upper plate 7a is shaped with a downward protrusion 13
  • the lower plate 6a is corresponding angled edge 14 for optimal placement of the asphalt strip of the water insulation 11a inbetween.
  • Under the upper plate 7a the other plates 6a can be arranged according to the need to achieve the height required to properly secure the water insulation.
  • the last plate, from where the water insulation 11 a leaves the plate's assembly should be angled in such a manner as to ensure a smooth form transition to the plane insulation portion.
  • Fig. 5 shows various possibilities for the mutual fixation of the plates 7,6 or 6a,7a creating a plate's assembly of the support structure 1.
  • Each pair of the plates is creating mutually corresponding plates with a variant of an interlocking system to connect the upper plates 7,7a with the plates 6, 6a beneath.
  • the connection is made as described detailed in the first embodiment according to the Figs.1 and 2 but without the fixation groove 12.
  • the locking element on the lower surface of the upper plate 7 is shaped as a half-groove 15 and the locking element on the plate 6 beneath is shaped as a protrusion 16 corresponding to the half-groove 15.
  • the connection is made as described detailed in the second embodiment in Figs. 3 and 4 without the groove 12.
  • the locking element on the lower surface of the upper plate 7a is shaped as an angled protrusion 13 and the locking element on the plate 6a beneath is shaped as an angled edge 14 corresponding in shape to the angled protrusion 13.
  • connection is made as detailed described in the first embodiment in Figs. 1 and 2 but with the fixation groove 12.
  • connection is made as detailed described in the second embodiment in Figs. 3 and 4 but also with the fixation groove 12.
  • the problem of properly termination of the water insulation 11 is solved by pulling of the insulation 11 underneath the upper plate 7 and by covering of upper surface of the second-to-last plate 6. By mutual connection of these plates 6, 7 a firm and impervious termination of the water insulation 11 is achieved.
  • the water insulation 11 can be anchored at any height.
  • By use of the angled edges 14 on the plates 6 it is possible to create smooth transition from a vertical position of the insulation to a horizontal one, or vice versa.
  • the mutual anchoring of the plates can be achieved by use of many methods. One of these is to anchor the lowes plate and to glue, weld, or screw the other plates onto it. Another method is to anchor all of them mutually through their entire thickness and into the support structure. The plates can be secured from deviation using a plastic wedge.
  • the illustrated embodiments of this invention are not limited to just to door constructions, but can be generally used for any openings in a building structure, such as windows, gates, display windows, etc.

Landscapes

  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Door And Window Frames Mounted To Openings (AREA)
  • Securing Of Glass Panes Or The Like (AREA)

Claims (6)

  1. Stützstruktur für eine Türschwelle, die aus mindestens zwei Platten (6,6a,7,7a), Hydroisolation (11,11a) und eine Türschwelle (4) besteht, wobei in dem montierten Zustand
    - eine Platte ist die obere Platte (7,7a) und sie ist auf mindestens einer anderen Platte (6,6a) angeordnet
    - die Türschwelle (4) ist auf der oberen Platte (7,7a) angeordnet,
    wobei mindestens zwei Platten (7,7a,6,6a) so aufgestalltet sind, dass diese eine auf die andere gelegt werden können, wobei die obere Platte (7) auf ihrer unteren Fläche mit mindestens einem Schloßelement, der zu mindestens einer anderen Platte (6) orientiert ist, versehen ist, wobei mindestens ein Schloßelement der oberen Platte (7,7a) mit mindestens einem Schloßelement korrespondiert, der auf der oberen Fläche einer anderen Platte (6,6a) versehen ist, wobei bei der Montage die obere Platte (7,7a) mit einer vertikalen Bewegung auf eine andere Platte (6) gelegt wird und so die Schloßelementen aktiviert werden, dadurch gekennzeichnet, dass
    - die Türschwelle (4) zum Einlegen unter den Türrahmen geeignet ist und
    - zwischen zwei von mindestens zwei Platten eine Hydroisolation (11,11a) eingeklemmt ist und das mit den Schchlosselementen von diesen zwei Platten (6,6a,7,7a).
  2. Stützstruktur nach dem Anspruch 1, dadurch gekennzeichnet, dass die obere Fläche der oberen Platte (7) mit einem Lager (12) für das Einlegen der Türschwelle ausgestaltet ist.
  3. Stützstruktur nach dem Anspruch 1, dadurch gekennzeichnet, dass der Schloßelement auf der unteren Fläche der oberen Platte (7) als eine Halbnut (15) durchgeführt ist und der Schloßelement auf der unten ihr angeordneten Platte (6) als ein Vorsprung (16), die formschlüssig mit der Halbnut (15) durchgefürt ist.
  4. Stützstruktur nach dem Anspruch 1, dadurch gekennzeichnet, dass der Schloßelement auf der unteren Fläche der oberen Platte (7a) als eine Vorsprung (13) durchgeführt ist und der Schloßelement auf der unten ihr angeordneten Platte (6a) als eine Abschrägung (14), die formschlüssig mit dem Vorsprung (13) durchgefürt ist.
  5. Stützstruktur nach dem Anspruch 1, dadurch gekennzeichnet, dass die Platte (6,6a), die Türschwelle (4) und der Rahmen (3) der Tür (4) mit einem Anker (18) verbunden sind.
  6. Stützstruktur nach den Ansprüchen 1 bis 5, dadurch gekennzeichnet, dass die Platten aus dem rezykliertem HDPE Plastik oder seinen Modifikationen durchgeführt werden.
EP08018771A 2008-10-28 2008-10-28 Stützstruktur für eine Türschwelle Not-in-force EP2159364B1 (de)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP08018771A EP2159364B1 (de) 2008-10-28 2008-10-28 Stützstruktur für eine Türschwelle
AT08018771T ATE547584T1 (de) 2008-10-28 2008-10-28 Stützstruktur für eine türschwelle

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP08018771A EP2159364B1 (de) 2008-10-28 2008-10-28 Stützstruktur für eine Türschwelle

Publications (2)

Publication Number Publication Date
EP2159364A1 EP2159364A1 (de) 2010-03-03
EP2159364B1 true EP2159364B1 (de) 2012-02-29

Family

ID=40418941

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08018771A Not-in-force EP2159364B1 (de) 2008-10-28 2008-10-28 Stützstruktur für eine Türschwelle

Country Status (2)

Country Link
EP (1) EP2159364B1 (de)
AT (1) ATE547584T1 (de)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2963376A1 (fr) * 2010-07-28 2012-02-03 Bouygues Immobilier Piece d'isolation thermique pour un appui d'une baie, baie associee
CN112049543B (zh) * 2020-09-27 2024-04-12 浙江亚厦装饰股份有限公司 一种隔声门槛石结构及安装方法
EP4703549A1 (de) * 2024-08-30 2026-03-04 Perigenis Enterprises Ltd Stahlbetontreppe für eine terrasse

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2316272A1 (de) * 1973-03-31 1974-10-17 Alexander Josek Ortgangverkleidung bzw. anschlusschiene
DE2806285A1 (de) * 1978-02-15 1979-08-16 Manfred Muehle Tuerschwelle
GB2121465B (en) 1982-06-10 1985-10-16 Roy Harvey Bottomley Door sill
DE29504366U1 (de) 1995-03-18 1995-05-11 Igel, Albert, 87757 Kirchheim Tür mit wärmegedämmter Bodenschwelle

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Publication number Publication date
ATE547584T1 (de) 2012-03-15
EP2159364A1 (de) 2010-03-03

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